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HomeMy WebLinkAboutCurrent Application G° PROJECT ENGINEER: deer n ®� Cfvlf Engineering&ConsfruC110n Menegemenl CALCULATIONS de Bruin Engineering, P.C. REQUIRED PARKING: 1400 Old Country Road-Suite 106 CHURCH: 112 SEATS @ 1 SPACE/4 SEATS Westbury-New York•11714 AW % TOTAL REQ'D:28 SPACES+2 STAFF SPACES 516.513.1313 •516.579.2574 Fax UP PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING OR 2 SPACES/SINGLE-FAMILY DWELLING DI % EXISTING DWELLING PARKING: 1 SINGLE-FAMILY DWELLING @ It is a violation of Section 7209 of the �i7.o / New York State Education Law for any CB ) 2SPACES/SINGLE-FAMILY DWELLING person, unless he is acting under the THE UNDF,RSIGNED,PURSUANT TOSOUTHOLDTOWN CODE SECITON TOTAL SPACES REQUIRED: direction of a licensed professional 289-131(1),ACKNOWLEDGES THAT TI.ECONDITIONSOF THE SITE PLAN 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES engineer, to alter any item on this APPROVAL SET FORTH IN TILE RFSOLUTION OF APPROVAL DATED drawing i n any way. I f t h e drawing i s _2,1�12Q2ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). AWp EX.GAGGIIN1•8) altered under the direction of a TOTAL SPACES PROVIDED: p g the altering PLEASE PRINT NAA ... `� A^11� m . ��ip-rv`�-R-� professional f e s s i o n a I engineer,I n e e r, 26 SPACES + 6 GRASSPAVE SPACES +2 HANDICAP SPACES =34 TOTAL SPACES engineer shall affix his seal to the AR *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. drawing with the notation "altered by" UP tx�` \� •V TITLE DATE followed by his signature, the date of / WV L ��ti \\� APPROVED BY REQUIRED LANDSCAPED ISLANDS: alteration, and a specific description AW EXISTING7ISFONGRADE �� TOWVOFSOL'THOLDPLANNP.VGPOARD of the alteration. r0 10 SF PER PARKING SPACE X 34 SPACES=340 SF REQUIRED / DNE AW WALKWAY TO BE REMOVED"/' 9 ; S'/ ��J' � )X '7f, 1� 23 414 SF PROVIDED EXISTING 125 SF PORCH+ 4 0 O �•�..��.s _/ /2A 'SIGNATURE DATE / C ' � L � CHA[liPEi �O.'�IG.' T / PRO STEPS TO REMAIN UP PROPOSED 89 SF ON GRADE W.Vo V 'Al NOTE The approved site development plan shall be valid for a period of of.ahteen(19) / W/L ; 7p \ months from the date of approval as r code section 2SN132A. / CONCRETE WALKWAY � \ �� Pp per AW X CB(26.9) j9�rli I �.t�Py \.'` m �1 \ �O AWE DI ���.ti� �P,/ . ' s ti L E G E N D W.Vo 'G.V - s� HYD. EXISTING 596 SF ON-GRADE % ' /\ CI F - O�'n � O� PROPERTY LINE NS NO STOPPING SIGN V. WALKWAY TO BE REMOVED UP' \ /'/ c° , Q v� /L EXISTING SIGN /i. EXISTING lr O ,� REVISIONS DATE oW.V. TO BE REMOVED i / - PARISH),-) SE �� � O � 'y,9 -- -- OLD CHURCH FOOTPRINT NP NO PARKING SIGN j iZ / /LAWN ✓ / APRON R�O� ` /` FFE:31.2,�G ;, ` EXISTING 52 SF G EXISTING IMPROVEMENT " ., ` / � 5`Z` GJ ;, �• PORCH+STEPS �/ � SS TO REMAIN O � TO BE REMOVED STOP SIGN PLANTING PROPOSED 976 SF ON-GRADE y CONCRETE WALKWAY '9 EXISTING FENCE EXISTING �� a ' / (28.4)X e e AW TO BE REMOVED ARROW SIGN ---- _ EXISTING CONCRETE CURB CONCRETE CURB EXISTING CONCRETE SIDEWALK- i y � � ?4p, / � �� °?, =� % �,.==:-+ � PROPOSED HANDICAP NYSDOT ENGINEER TO INSPECT EX.SIDEWALK �, // PROPOSED `�z\ = ACCESSIBLE ROUTE KR KEEP RIGHT SIGN WITHIN RIGHT-OF-WAY TO DETERMINE IF %AW / MEMORIAL '� N O REPLACEMENT WITH 5'W.SIDEWALK IS NECESSARY" Gsj p p / GARDEN 2 380 U Q '-` (� oAw I '�0 3 Q S - ;J� NUMBER OF 10' X 20' UP UTILITY POLE e BUDDS PARK Ex.GASchUpcyp / 8)•.\ (729 SF) (29) i QRO�J�G�' �O� PARKING SPACES PER AREA UP W/L UTILITY POLE WITH LIGHT MEMORIAL OLINE STUB 33.0, - G I � +y h � •�' c .. ' `` : .\ �� I^S1. + + + + + ISSUED T0: + + + + + + PROPOSED 414 S.F. TINA N N «� �� �� W.V. + + + + + WATER VALVE KRO / �• � `• . �.' .� ' + + + + + + ISLAND' PLANTING BEDS UPcl) - i P `\ LAW NK(28.7) >> + a + + + TOWN OF SOUTHOLD PLANNING 4-1-22 y:_._.• / 3zp, EXISTING 265 SF SHED Historic Preservation Commission 10-27-22 %AW PROPOSED 120 SF , TO BE REMOVED SL SPEED LIMIT SIGN DI DRAIN INLET PAW STOOP '` l ,- \\ '. `v / \ 4.2' T /� �T ...., \ \\ EXISTING 173 SF SHED DNE DO NOT ENTER SIGN HYD. FIRE HYDRANT TJ �11 b �L�l PROPOSED `';;`) \ <\; TO BE REMOVED \ 28.7 X I REDLINE (TYP.) " � : 'r . PROPOSED Q66• \ "' `��\\ ( ) ,,; Q Off,2Q / CHURCH / PROPOSED 25 SF `� a -p 8.6 r 3.0 (3950 SF) STOOP - �`` 6 G.V. GAS VALVE W•V9 / D PROPOSED 735 SF /// ��_�'�i W.V.0 EXISTING SIGN `. / 29.0, ON GRADE CONCRETE FAO HAL D TO BE RELOCATED _ ' / Z 'S' PROPOSED 50 SF wALKWAY PARKING 8'2)X 4 SSp \ G) COVERED PORCH / l N ' .o O ' { 100, EXISTING W•Vo \ 'Lj� 45, LAWN /^ GUARD RAIL TC 24.3 55' BC(23.8) \ `Y2 � EXISTING GATE COVERAGE CALCULATIONS UP \ : PLANTING 13.0 2.0 - \ 8j TO REMAIN ' v _ �_ io W= N LOT AREA 53,962 SF W/L I LAWN o= oO \. I PRULCH OPOSED OSPED81'W. j_ °• ,.,_ O O _ 2 H.C.SIGN _ ( Aa ALLOWED BUILDING COVERAGE 10,792 SF OR 20% 00 ' �. .. . U +-,, ,__ `: .J' .: 4 ..I. -:T_ _I' Z- __ PROPOSED 32SF TC(24.3) o°,• - d i EXISTING LOT COVERAGE BC(23.8) `� � "-- -- _ •--'- `�- `� � CONCRETE PAD O - 16, FOR 4'X 8'DUMPSTER 0 DI DI d{ PROPOSED 2ot6 SF / { Z DESCRIPTION AREA % LOT COVERAGE �24.2) ON GRADE CONCRETE PROPOSED h / PROPOSED 6'H. w PROJECT: RELOCATED WALKWAY ASPHALT 1 OLD CHURCH APPROXIMATE* 4,400 SF* 8.2%* TC HC HC j�/� SOLfD WOOD SCREEN Z � � (APPROXIMATE-) SIGN ---" PARKING O / O `. PROPOSED WITH GATES Q EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% -- - P 0 G BIKERACK �. FIRST UNIVERSALIST LOCATION \� J U EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% H w o �J CHURCH OF ` PROPOSED FLUSH j EXISTING SHEDS 438 SF 0 8% S 0 UT H O L D o TRAFFIC STRIPING -PROPOSED ASPHALT PROPOSED HANDICAP PROPOSED CONCRETE CURB ,.- (n m TOTAL EXISTING COVERAGE 6,828 SF 12.7% PROPOSED N AS REQUIRED BY NYSDOT ACCESSIBLE ROUTE (2)8'X 20'HANDICAP i, `" 1 CL EXISTING 5"SQ.X�'H. PARKING AREAS J PAI�KING'SPACES = o ,,, PROPOSED CONCRETE _ [3 CONCRETE CURB GRAr4?@-9 z (23.9)X (15,575,SFTOTAL) c.i PROPOSED- CURBIM 7)X I PROPOSED LOT COVERAGE �, � Q WITH 8'X k AISLE 51970 MAIN RD HITCHING / EXISTING 7235 SF s 6_H.WOOD EXISTING FENCE ..J , PROPOSED (ON ASPHALT) PROPOSED 172 SF O SOUTHOLD NY 11971 GRAVEL PARKING AREA PROPOSED 95 SF DRIVEWAY TO BE REMOVED POSTS TO BE REMOVED CONCRETE APRON CONCRETE CURBING GATE PROPS CONCRETE APRONS � =( ' DESCRIPTION AREA % LOT COVERAGE = _ __ CH+STEPS 1,182 SF 2.2% + + + +•+� PROPOSED 138SF 0 PROPOSED DRIVEWAY ------ ---- ++-- +�=+-+ -+ - --------\ + ++++ +++++ +++ + + TdNfs ""- (n PR I PA I H H USE,POR 1 1-1- �,RLAN EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% DRAWING TITLE: ENTRANCE/CURB CUT + + + + + C -�--f o AS PER NYSDOT PLAN BY +1+ i EXISTING 184 SF l / + LAN Z w W PROPOSED CHURCH 3,950 SF 7.3% CONDON ENGINEERING, P.C. PROPOSED 276 SF _ PORCHES+STEPS ` W DATED JULY 6,2020 TC(24.0) O N 'ISLAND'PLANTING \ TO REMAIN �) PROPOSED I Z PROPOSED CHURCH COVERED PORCH 50 SF 0.1% BC(23.9) PROP. 16 SF LEASPHALT PARKING i Z O TOTAL PROPOSED COVERAGE 5,990 SF 11.1% SITE PLAN \ I Q U �,. PLANTING EX,GAS LINE BE `r' O GRADE J NS z PROPOSED CONCRETE 2 20.0' 0 3 ASPHALT PARKING RELOCATED' This io 1 I�i` contains asite/structure listed on. _ Q APPROX.EX.WATER' >„ W LKWAY AISLE TYP. i� - xtsrlNG 5 0, Southold Historic District W LINE LOCATION 22 0 WELLING o � PROPOSED FLUSH o r ) , Orient Historic District SCALE: 'FFE:'29.0 CONCRETE CURB - I O O AISLE NERN p PR POSED Southold Town Landmark U ` co EP - wadi CONCRETE CURB EGj�G,0_EpEtO 179PA K RAVEL / 1 g FLUSH c� Staten- and/or Natrona! Register - eE o Society for Preservation of Long Island ,7t►' �'': s SCALE : 1 - 2 0 -0 6,E 6�R-. R P S TRUE NORTH w _ -- - _� r2sJ 2 PERI�AsP�vE >`R o PROJECT LAWN 35.0' A es\� �� Renovations of demolitions to this I"itej:ft4ructL►i a & W must protect the character of this e NORTH Z PROPOSED N / INFILTRATION AREA u'i ? �� 1d`' c� �-EXISTING DRAWN BY: NP UP 0 ' 6'-0"H. � pBD AqC to J CHAINLINK 20 10 0 20 40 PS ( ) ti PLANTING -- 126 4)X FENCE X 24.4 N74°50'0�„-w �� o , -,SEX TIN CHECKED BY: N74�50 00 W PROPOSED 4'H. 24 •b4 4'-0'H. SCALE IN FEET RMC WIRE MESH FENCE LAND N/F OF CHAINLINK ' (WITHIN HEDGE) 51750 ROUTE 25 LLC FENCE S.F. RESIDENCEFILE No. _.-�- CONNECTED TO PUBLIC WATER RECEIVED - APR 19 2023 j PROJECT NO. DRAWING NO. L ----- - ---1 Southold 1-own - Planning Board DATE: G-0 01 SITE FL-AN 15/04/2021 SCALE: I "=20'-O" �11;5� /�� % PROJECT ENGINEER: c) FIRST UNIVERSALIST CHURCH PLANT SCHEDULE de n Civi/En inee�i17 &C017SMYCI'i017 Marra ement' QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ✓� 9 q 2 Trees TBD TBD 2 1/2"-3" cal. de Bruin Engineering, P.C. a New York 11714 ""l d M R 1 AR Acer rubrum Red 2 1/2 - 3 cal. 11 Union Avenue Bethpage 9 4 ARE Aronia melanocarpa Black Chokeberry 3 gal. 516.513.1313 -516.579.2574 Fax 18 Al Asclepias incarnata Swamp Milkweed 1 gal. Z, 18 ACS Asclepias syriaca Common Milkweed 1 gal. / 32 AT Asclepias tuberosa Butterfly Weed 1 gal It is a violation of Section 7209 of the 26 ACID Aster cordifolius Blue Wood Aster 1 al. New York State Education Law for any / g person, unless he is acting under the 7 BNH Betula nigra 'Heritage' Heritage River Birch 8' - 10' ht. direction of a licensed professional P en ineer, to alter an item on this ��°� /'� 772 CP Carex pensylvanica Pennsylvania Sedge 1 qt. 9 Y 12 CAH Clethra alnifolia 'Hummingbird' Sweet lvania bush 3 gal. drawing in any way. If the drawing is altered under the direction of a 3 CFP Corpus florida Flowering Dogwood 2" -2 1/2" cal. professional engineer, the altering / Q 1 CMD Corpus mas Cornelian Cherry Dogwood 2 1/2" - 3" cal, engineer shall affix his seal to the drawing with the notation "altered b 200 DP Dennstaedtia puncfilobula Hay Scented Fern 1 gal. 9 Y" 250 DF Deschampsiaflexuosa Wavy Hair Grass 1 gal. followed by his signature, the date of ' alteration, and a specific description / ' a oee\�G 6� - �� 35 DAF Dryopteris eryfhrosora 'Brilliance' Autumn Fern 1 al. 9 of the alteration. 45 EPM Echinacea purpurea 'Magnus' Purple Coneflower 1 gal. 433 FGB Fagus grandifolia American Beech 1" cal. 15 GM Geranium maculatum Wild Geranium 1 gal. 20 IGS Ilex glabra 'Shamrock' Dwarf Inkberry 10 gal. e ,�, 0 j� b '�- �1 3 10 Ilex opaca American Holly 8' - 10' ht. 7 IV Ilex verticillata Winterberry 3' - 4' ht. 0- 9 JV Juniperus virginiana Eastern Red Cedar 8' - 10' ht. ,i C� 50 LO Ligustrum ovalifolium Privet 4' -5' ht. 1 MV Magnolia virginiana Sweetbay Magnolia 8' - 10' ht. R 20 MSO Matteuccia struthiopteris Ostrich fern 2 gal. HeKr ° age `" Q 24 MP Morena ens vanica Northern Bayberry$k��ar �y F p YI yberry 5 gal. 3 NS Nyssa sylvatica Black Gum 2 1/2" -3" cal. \ 20 OC Osmunda cinnamomea Y � car � � � // Q � 5 �°na°s den ,0 Cinnamon Fern 1 gal. REVISIONS DATE Cauf°r Drum v°w @ s _ aanv° 160 PVS Panicum j /C — Qnk" �. hinakre 3D mS` vir atum 'Shenandoah' Switch Grass (red) 2 gal. 3 15 10 PMM Pycanthemum muticum Mountain Mint 1 gal. 1 QA Quercus alba White Oak 3"- 3 1 2" cal. -10 kpv�� 60 SSO Schizachyrium scopanum 'Standing Ovation' Little Bluestem 1 gal. 300 SH Sporobolus heterolepis Prairie Dropseed 1 gal. 38 VBL lVaccinium angustifolium Lowbush Blueberry 2 gal. G l' ° LANDSCAPING NOTES: �J ip f �ro�s°rtedpere 1. The use of native, drought tolerant plantings is required in — ry 'Pi Pe bl9 b! nra g p g q cal ae ! q landing. Cb 8 � 2. Irrigation is limited to 15 percent of the total parcel area. 3. Only the use of organic fertilizers is permitted where the water ---- � @ID , o soluble nitrogen is no more than 20%of the total nitrogen in the ISSUED TO: c� _ '; y. 3.,' f • �� mixture. 1 o i • ` 4. A maximum of 1 lb. of nitrogen per 1,000 square feet is `"°Posi o' y permitted in any one application, with a cumulative application TOWN OF SOUTHOLD PLANNING 4-1-22 Oreen Mo�Itae 1 o /f °Pry nBn 23 g, 0pd@3p- , of no more than 2 lbs. per 1,000 square feet per year. PtnmYew.'� t � � 5.The application of fertilizer products containing nitrogen, TUCKERS LANE � / . .: °akascardenPlumV B. • phosphorus, or potassium is prohibited between November 1 st .� I� �'@ssal. - i. '�.�• . t. _• �� and April 1st. ! 70 H?!go 2 00 GreenMn"n '?29a1 � ° NmelnGra d@30^ r Z/ 7qa1 � L EG E N D - J ° _ 1 e ----- _- o�, > Bl9eh Rlv r + ' � 7�4m�- - Northern 6a - PROPER TY LINE C 4.12.0' g, � �_. Inkberry @ SYberry @ 3.q, UU 4RrrJ Pennsylnia ssaeld Pe @Plugs EXIS TING TREE TO REMAIN >ot d tlBfuesger EXISTING TREE TO BE REMOVED j I � S I � '• .. .': - Sm 2D, -13.5' p P P . ,/� Blue grlgelJnnrpe , H LL i Smk n sm s.a eo CP` UTILITY POLE a UTILITY POLE WITH LIGHT r { C9 r - r • M ® d+ + - __ + + IVrthen,Bayberry @ 3 + + O + + * S9ad e Z LJ7 PROJECT: M plogs y jj.. + ++� * Z 50 FIRST UNIVERSALIST CQ o CHURCH OF ;rV) m pensylanas o a SOUTHOLD exsbl0ta@ q!@P!°ss O J I to 0 0 � 51970 MAIN RD ` = o SOUTHOLD, NY 11971 LL. t 0 DRAWING TITLE. W .. LLJ WZ A vpv Calr7°r P, l f J pia nv Zr @ O Mn, Pv- M� SITE PLA N "pv„M M � -.Northern BaY eY J) 4'.. b a I i RECEIVED rr Pv Rv Pv Rv.M + LttCh sa 9a( � �U 1 >> ssu" sre r W Iav M + o APR 19 Z023 , e� _ M Pv� tr i� I w M r M _ Sout SCALE: M *, hold Town Pv; TRUE NORTH o p M Planning Board i e P P c �I SCALE _ - + �+ P"i j ',NyY'l:J' PV pV r 'PV yk N V 1 Pv M _.Pvs Av a r Pv M M PV i ^- Pv` � ray �fM�� Pv'.',Av pv .Pv M M M^�� M M „`�../ M� Pv M ,�M M M APPROVED �� `w' 0 M ,Pv'm Pv� M .M DR AV_ M' AWN BY: M❑ I P. M V PLANNING BOARD Aso PS M41004 TOWN OF SOUTHOLD W • PROJECT „W 4' CI IAINLINK f ENCE AL ON" (_IN CHECKED BY: Q .► 0 247.04 � N745000 °ah7 DATE NORTH aPr, @3 LAND N/F OF '`� ��-zoz RMC 51750 ROUTE 25 LLCOEM 20 10 0 20 40 S.F. RESIDENCE ' FILE NO. CONNECTED TO PUBLIC WATER SCALE IN FEET PROJECT NO. DRAWING NO. i r iver i rc 0 c e DATE: G-0 0 2 15/04/2021 SG LE: I " = 20'—O" PROJECT ENGINEER: de n Civil Engineering&Constmetion Management /` de Bruin Engineering, P.C. 11 Union Avenue Bethpage New York 11714 516.513.1313 -516.579.2574 Fax � a It is a violation of Section 7209 of the / 'o. / pew York Stateess hediscationgLaw for rtany / / he direction of a licensed professional 0.0 0.0 engineer, to alter any item on this drawing in any way. If the drawing is / o 0 0 0.0 0.0 0.0 altered under the direction of a professional engineer, the altering engineer shall affix his seal to the / 0.0 0.0 0. 0.0 �0 .0 0.0 drawing with the notation "altered by" / / Ix� followed by his signature, the date of + alteration, and a specific description o g,.� o o�o�b 0.0 0.0 � 0.0 of the alteration. / po �0�c�jo g� 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / / z 0 0 0 + S ��� 1 0.0 0.0 0.0 0.0 0.0 0.0 0 0Z�.0 0 + 0 o;p4U 0 �o 0 0.1 0.0 0. 0. 0.0 0. �0 0.0 0.0 0 0.0 / �6 0� +`91 00 0. �6: 0 0.2 0.2 0.2 0.0 + .0 G� G� .0 0.0 .0 0.0 0.0 0.0 0.0 /jj n / + 0.0 .0 0.3 0.3 0.4 .4/ 0.1 + 0 0.0 F0.0 0.0 0.0 0.0 0.0 o / + .0 0.0 0. .0 0.4 0.6 0.6 0 7 o.a 1 ti ���1��0� o.o o. o.o o.o o.o o.o o.o �j �� AN REVISIONS DATE .0 0. 0 0.1 0.2 1.1 1.1 �1.0 pl 1.2 1.2 r� QG K o 0 0.0 0.0 0.0 0.0 �0 0. 0.2 0.2 0'8' 2.3 /1 5 1.4 1.5 `1.` 7 �1 [\� � � �v./ 0 / �� �� 0 �o�G 0.0 0.0 0.0 0.0 0.0 0.0 / (�• / UTLD-PAl-40-721 N,' W ......... 9 0. +� q0 0.2 0.2 0.4 .2 + ,2 1.8 1 Mx: 12 .5 1.6 .2 b.1 0. 0.1 1 `\0.1 0.0 0.0 0.0 0.0 0.0 iA Ay UTLD PAI cb d 0 0.0 0 ,0 0.l 0.2 0.3 A.3 2,3 2.,6 2,1 11•,2 1.5 5 , 0.5 0.3 0.3 ;2 0.\z 0. 0.0 0.0 0.0 0.0 / p I 0 0 .0 0.2 0.3 YA 0. 2. 2.7 2.7 .; 1. 0.9 0.7 0.5 0.5 0.4 0.4 0.3 ;.3 .5, 0.0 0.0 0.0 0.0 + / '- • as 2sh ` * ISSUED TO: y�.0 0.�hly M 0.1 0.3 0. 0 2.1 1.7 1,6 0; 0.3 000.2 0.6 0.7 6 0.6 0.�l 0.3 0�� 0.0 0.0 0.0 0.0 /0. 0 0 0.2 Uf 3 , °° 1. i.o 0.7 1.0 0.7 1.0 1.1 0.6 0.4 �0 0.0 0.0 0.0 TOWN OF SOUTHOLD PLANNING 5-11-22 O I StatArea_1 a wall sconce 18.0+ 0 Ooc 0. r) MH: 12 0.7 1.0 1.0 1.2 1.5 1. 9 0.6 0. 0 0.0 0.0 0.0 0.0 0 Illuminance 03 r UTLD-PA1-40-727-U-,WQ Average 1.03 /•' 238• / � • Maximum 3.6 / fg 0, MH: 12 �f�1,, LANE '�"� Minimum - 0.1 }1 0 0.0 .0 0.2 0. 1. 2, wall sconce /' 0. :6 CL, 1.4 1.5 0 2, .2 0.7 0.4 0.0 0.0 0.0 0.0 0.0 TUCKERS �('1� T C E R S LANE I Avg/Min Ratio = 36.00 I MH; 12 �� v JN1IL 11� Max/Min Ratio = 36.00 .�•, o F1, + �+ / 26a0.4 0.7 1.0 1.4 1.4 1.6 1.3 1.1 0.7 0.4 0.2 0.1 0�q Q " .®� 0.,0 0.0 0. 0.0 0.1 0.2 0. 1 '0.- : 1 4 °, 1` 3.7, f 6•4,4 O .0 0.0 0.1 0.3 V.5 0 �1..; 1.1 2s.°• 0.2 0.7 1.0 1.2 1.9 1.6 1.2 0.9 0. 0.4 0.3 0. 0 '2 .0 0.0 0.0 o- a 0 / .0 0. 0.1 •t�.31 10.5 0. .0. 1.0 1.2 1.Q2 0, 0.8 +1.1 1.3 1.4 1.3 1.1 0.8 0 6 0.4 0.3 0.2 . 0.1 '0. ell 0 0.0 '0.0 o.o 'qn 1 ir1e 0.0 YO. 0.1 0.3 10.5 ./0.8 p 1 1.4 0rs4 1.0 1•. 1.5 1.4 1.3 1.0 0.6 0.5 0.3 0.2 '0.2 0. 0 0.0 0.0 j ss, � I / UTLD-P 1'.4. -77 W H: 12 ' j QI 0 0.0 U) 0 0.1 0.2 �4 0.7 1.0 6 . 3 1.2 0.9 0.5 0.5 0.9 1.2 =.4. 1.9 1.5 1.4 1.2 1.0 0. 7 0.5 0.3 .2 0.2 0.0 0.0 0.0 jUTLD-PA1-40-727-U-5WQ U MH: 7.2 p .0 0"0 0 0.1 0 0.4 0.6 0.8 +1.0 1.3 1.2 0. 0 7 0 0 4 0 3 0 4 0 7 1.0 1. �+ 0.8 - 2.0 1.7 1.4 1.2 1.2 1 0.7 0.5/ .3 0.2 .0 0.0 0.0 cc co ll-0 O(M 0 0.1 /0.2 0.3 0.5 0.6 0.8 0.9 0.9 0.8 0.6 0.5 0 4':` 0.4 0 5 0.7 +1.0 1.4 1.5 2 0 1 7 1 6 �:. 1.7 1.3 1.0 b.7/ 0. 0.3 0.0 0.0 0.0 LLJ / z O w PROJECT: j 0.0 O 0 q�.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0 0.5 0 6 0.7 0.9 1.2 1.5 1 01 9., f 1 +2.0 1.6 1.4 + .0 0.6 0.3 0 0.0 0.0 Z Q /// z Calculation Summary FIRST UNIVERSALIST o.o o 0.4 o.s 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0 7 eo,7 0.6 0 6 0.7 �0/9 1.z 1.4 1 s i 7 2. z o 2.o + 1.1 0.7 0.4 ozo o.o o.o o.o Q U Label Avg Max Min Av /Min Max/Min C/DUTLD-PAl-40-727-1--5WQ Q J V CalcPts 1 0. 52 3. 6 0 . 0 N.A. N.A. CHURCH OF j' ^' W MH: 12 C=J O ...J o.o .o ( 0.3 o.s o.7 0.9 i.o 0.9 0.9 o.s o.9 i.o i.o 0.9 o.a o.a o.9 i.l i.3 i.s i.s i.6 i.7 z.o 2. 2.6 2.1 i.6 i.l 0.7 0. I o� o.o o.o o.o X N m StatArea 1 1 . 03 3 . 6 0 . 1 10 . 30 36 . 00 SOUTHOLD � Z I O 0.0 0.0 .0 0.5 0.7 0.9 1.2 1.4 1.2 1.2 1.1 1.2 1.3 1.5 1.2 1.1 1.1 1.1 1.2 1.5 1.8 1.6 1.6 1.9 2.2 2. 2.8 2.2 1.6 1.1 0.6 0. I .0 0.0 0.0 0.0 V) O O 51970 MAIN RD, 8 z �., Luminaire Schedule SOUTHOLD NY 11971 j C) UTLD-PAl-40-7,-7-L-5WQ UTLD-PAl 40 727 U-5WQ UTLD-PAI-40-727-U-5WQ Q r + + + + + ,. ,. MH: 1? , -, + MH:+12 MH:+12 + + Symbol Qty 0.0 0.0 .0 _---__ _ .-_-_. ---_- _- _ _.___.{ __ _____+ _ _____ __.-` . ._.__ _ - __ - 2.6 2.1 1.6 1.0 0.6 0. 2 0.0 0.0 0.0 U + + + + + + + + + + + + + + + + ® Label LLF j - + + + + + + - + + + + + 9 UTLD-PA1-40-727-U-5WQ 0 . 900 UTLD-PAl-40-727-U-5WQ I DRAWING TITLE: j + + + + + + + + + + + + + + + ' �W U 2 UTLD-PA1-40-727-U-T4W 0. 900 •s?=p0 + + ++ + + + + + + + + + + + + + MH: 12 + o.o :o 0 o.s o.9 i i.7 i.s i.4 .5-i.�-- i-� -T.�-'i.-6- -t .�-i l.s 2.3 i.6 I z o.o o.o o.o Z w Z 2 wall sconce 0 . 800 j I 0 U- Z 2 sign lite 0. 600 0.0 .0 0.5 0.8 + 0 1.3 1.5 1.2 1.3 +1.2 1.3 1.3 1.2 O 1,1 1.2 1.1 1,7 1.4 1,5 b 3.1 2.7 2.8 1.8 1.3 0.8 0.5 0. I 0 0,0 0.0 0.0 Z O j � �� + � �, i O J � SITE LIGHTING PLAN I m j 0.0 -4). .0 0.4 0.5 8 1.0 1.1 1.0 0.9 0.9 0.9 1.1 .l 1.0 3Z 4 U' 1.2 1.1 1.3 3.0 3.2 2.7 1.6 1.0 0.6 0.3 0. 0. 0,0 0.0 0.0 � L.L Q UTLD-PA1-40-727-U-T4W O c0 Z C) 0� Cn Cf) Li U CO 7.12 I ---- j 10.0 A, 0 0.2 0.4 0 5 0.6 0.7 0.6 OY.6 0.6 0.6 0.7 f 0.5 w ° J o ,7 0.8 1.4 3.1 3.6 2.3 1.2 0.7 0.4 0.2 0. I 0. .0 0.0 0.0 RECEIVED ^W I o w a O r_._ __-_ SCALE: N j 0.0 0 0.2 0.2 3 0.4 0.4 0.4 0.4 0.4 6.4 0.4 .14 6.3 0. 0,5 0.7 OI 8 0 I o.1 0 0.0 0.0 APR 19 2023� j o� I ( Southold To TRUE NORTH j 0.0 0.1 +0.1 c� + + + + 12 0.2 0.0 + + + + + + oTown SCALE : 1 " = 20'-0" _ _ - _ _ _ _ _ _ 0 0.0 0.0 0.1 0.3 0. 0.4 S) 0.1 ®0 0.0 0.0 � W I �' PROJECT Planning Board o 0.0 0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.2 0.2 .0 3 j 0 0.0 -0.0 0.0 0.0 a z N NORTH DRAWN BY: jo 0.0 0.0 .0 0.0 0.0 0.0 0.1 0.l o.l 0.1 0.1 0.1 0.1 0.l 0.1 0.0 + .0 0.0 0.0 0.0 0.1 0.1 0.1 .s 0.0 0.0 0.0 0.0 0.0 20 10 0 20 40 0.0 0.0 0� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 .2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0 0.0 0.0 ty� fin N74°50-0�'-W �� 4' CHAINLINK FENCE ALONG LINT '�.g, 5 CHECKED BY: N74050 0,0 W+ 24(.V4 SCALE IN FEET APPROVED BY o.o o.o o.o o.o o.o 0.o o.o o.o o.o 3.5 o.o o.o o.o o.o a.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0 0 0 0 0.0 0.0 0.0 0.0 RMC ' LAND 9�1�� OF° PLANNING BOARD 51750 R LC 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.b SOFA. WS19Y 0.0 0.0 0.0 0.o TOWN OF SOUTHOLD FILE NO. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0�NNF�CT0.� TO P�J�LI�Co W�1�ER o o.o o.o DATE /4 L°C 2c�2� PROJECT NO, DRAWING NO. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DATE: S L-001 SITE 15/04/2021 5GALE: I "=20'-O" PROJECT ENGINEER: dE) r e1 n Civi/Engineering&CanStAVC O,?Managemenl 32' de Bruin Engineering, P.C. 36, / 1400 Old Country Road-Suite 106 Westbury-New York•11714 4'_3" 4'-3" $'-2" 8 8 �'-10" 3-1 __ 12'-A/l/2" __- -____ -_-3-1e7"__-_- -_- _8'-1t 8'-11,V4" 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any A \ p person, unless he is acting under the A-z I A-eI Azez Azez direction of a licensed professional engineer, t alter item on i drawing ina any way. If the drawing is altered under the 1 professional direction engineer,r, he altering 3' engineer shall affix his seal to the TER the WITH LANTERN I O O ollow d blyhhis signatuore, the edadtebof -- --- - - - - alteration, and a specific description of the alteration. , REF O KITCHEN 0 H A-zea A-2e4 DW DW I D C P - `� - A SMALL GATHERING PLACE P i PANTRY s O � i I 111 REVISIONS DATE 118 N MEMORIAL GARDEN r I II I� — RE5TROOM CL CL v 8 - - - i i I G A-204 - --- FOYER � �j A-104 120 D B�� 4�„ 114 - I T�RI 0 I 1 a2 DUCT ENCLOSURE, REFER 12 s p ° ATTIC ST I TO MECHANICAL DRAU11NCsS AA P 3'-101 � 1 CLOSET RE5TROOM Qg ISSUED T0: ---- _ _ 21 20 N R@I I 2'-4' s 121 V STRY ON I T ie"EA ACCE5515LE RE5TROOM _ o o C O D B i j CpA A ,��0 JAN. CL N i $ P to JA (0 r C-4 r ACCE6515LE RE5TROOM � i -- 3- - - 1,_411,_4„ D ADD � ---- � 1' VESTIBULE a A CHANCEL GALLERI' � BABY CHANGING STATION N III F T — 0 4e MEETING ROOM - 3 i , A 401 A-203 - - - - - - F N N � m ' N - ,0, CL --_ — - -�' p FIRST FL. ELEV. �. C A - -- CHANCEL m° FL..ELEY. -- -- P - +l-3' - 9 I -- 3 5 � PROJECT: LOBBY VESTIBULE O � 103 I 1 -4 1-4 9-6 FIRST R ST UNIVERSALIST _ SIDE ENTRY CHURCH OF 22 3,_4„ a O - - $ A SOUTHOLD - � -' m �- T _ s r__ -- --� 122 DOUBLE HUNG UJINDOW P \� �, - -� 51970 MAIN RD I - `" , `s ---: SOUTHOLD, NY 11971 OO O 106 ,e, G Ie8 0 COVERED DRAWING TITLE: DucT ENCLOSURE DAe ENTRANCE ADMIN OFFICE CL IO FIRST FLOOR PLAN CHAIR STORAGE MINISTERS OFFICE N E r A 203 i4 j4 E � I A-203 dl — — — SUPPLY CLOSET _ � ---------- _ C `" (5)3/4" PLASTIC 6A I _ LAMINATE SHELVES DCB 'r YY2A �� SCALE: N APPROVED BY SCALE : 3/16"= V-0„ PLANNI� G BOARD / - TOWN Qlf+ SOUTHOLD -= DRAWN BY: A-zel A-zel A-zez A-zez _ � I �1 i Zt)Z 3 PS DECKED BY -- -- - - - -- - -- - - -- RMC 4'-10" I I,_3„ 4,-3„ (0,-6„ 6 „ 4,-3„ $,_3„ FILE NO. I 29' 15'_6" 13' 12,_�„ 5' 0 5 10 3/16"-1'-0. RECEIVED - �$'-5�4" APR 19 2023 PROJECT NO. DRAWING NO. PROJECT JI _ souti,oia Town NORTH Planning Board DATE: A- 102 FIRST FL00fR FLAN 15/04/2021 SCALE: S/IC" = 1 '-0" Copper Roof and 3 1/2" PVC PROJECT ENGINEER: _ Colonial Trim on Finial at Cupola 3/4" X 8" fascia --- , bd. Camelot I I Roofing e C/V;tEngl Wing B C0178lruCM017 Management 1 PVC Cupola _- as Shingle with Casement -- 3 1/2" PVC g de Bruin Engineering, P.C. 6" half round Window Colonial Moldin MFR D. by GAF - 1400 old Country Road-Suite 106 gutters - white =-=- -� g Color Royal Slate Westbury•NewYork•11714 on 3/4 X 6 fascia 516.513.1313 • 516.579.2574 Fax -- - - bd. T OF ATE -- -- — T --,..:..:_, . TOP OF PLAT ,_ ,, -- -- E - I I V +29 3 �,�,. a. t s a violation of Section 7209 of the . .. �, .�A .. New York State Education Law for any Y � �: � � � �, . , ., person, unless he is acting under the 12 ❑❑ direction of a licensed professional12 engineer, to alter any item on this 12 12 ❑�❑ drawing n� g in any way. If the drawing is �- - altered under the direction of a �`. he altering professional engineer, � . 12 12 4 �",�� 4 � � � �'� �.� � . " "�� � �� -� �����! engineer shall affix his sealto the drawing with the notation "altered b 1 � a followed b his signature, the _ y„ Y 9 date of alteration, and a specific description - of the alteration. -= r �i _ �� ❑ . �� - I 18" White Cedar ❑� �I �� ❑ ��� ❑\ j Shake Perfection ❑❑ w/ White Stain or �a '\ ❑ V01James Hardie TOP OF P LAT E n I` . . � . �� Smooth 5 1/2 Cement Board 12� ��12 Clapboard - - --- _ - - 3/4" X 4" Whig V ATE REVISIONS D a ❑ � - - - -❑ �� PVC trim of 3/4" PVC flush panel ❑❑ ' TOP OF SLAB ELEVATION El ❑ ❑ J L —_ j TOP OF SLAB ELEVATION ____________-- ELEVATION AT GRADE ELEVATION AT GRADE7 -2'-0/4 -2-0/a, BOTTOM OF FOOTING �- ---------------------------------------------------------------------------------- J--------------L--------------------------------------------'--------------1--------------------------------------------J \ BOTTOM OF FOOTING -4'-I'� ISSUED TO: NORTW ELEVATION \A-3401 - - - 3/1>'o -1 0 3/4" X 4" Batten - -- Bd. on 3/4" PVC Board TOP OF PATE ❑ X 6" d X 6" h TO P OF PLATE PVC Corbel on 12 3/4" X 8" PVC 12� 12 Fascia PROJECT: /❑ APPROVED BY FIRST UNIVERSALIST -=- �❑ 4 t2 PLANNING BOARD CHURCH OF �❑ (❑ 7 high X 1 th. -- PVC Traditional TOWN OF SOUTHOLD SOUTH OLD s � . .. ,� � � DATE G� ( � � � 51970 MAIN RD, Head ❑ � 2 2 3 112" PVC � SOUTHOLD, NY 11971 Colonial Molding - - - IL I on 3/4" X.10" _, /4" X 4" S re _ -T - DRAWING TITLE: F fascia bd. 3 qua dge PVC rim PLATE OF TOP i' - '' -- - TOPOFPLATE +I2 NORTH ELEVATION ; 'r WEST ELEVATION 121 �12 - Arrlc suBFLooR ELEv +9'-61 --- -- --- = ❑ - +gPg P - � LATE �, RECEIVED s X 42 Timber I i - _ OLD 36 be _I APR 1 9 Bracket painted � ❑ � 2023 p � �, r j I C, Lai SCALE : 3/16"- 1 �_0„ white 1 ❑-- ❑-- �- 10 X 10 Non- Southold Town ❑_ l - Tapered PVC Planning Board a (�l TOP OF SLAB ELEVATION , u —\\ ❑ 0El El ❑ E_­ ❑ ❑❑ 7-- 1 ElColumn Cover DRAWN BY: _-__-_ _ ____..-__ S B ELEVATION ' -- - 0-0° QED Aq Pam+ �g�V, - , J _' CHECKED BY: BOTTOM OF F0011NG _ - ------ - ----- —L- -- ------- -- ---- ------- ----------------L------ BOTTOM OF FOOTING r -----L--- --- - ------------------------ - ----- ------- -4'-I ti -4'-I' R M C 3/4" X 4" square edged PVC Trim FILE NO. 02 WEST ELEVATION - \A-301 i 3/1!♦O -) -��� PROJECT NO. DRAWING NO. 5' _ DATE: A-301 NORTH ELEVATION,- BEST ELEVATION 15/04/2021 5GALE: 5/16" = 1 '-0" PROJECT ENGINEER: de Tr- I n— C,,,,EngineeAing B Construction Management -- de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 _ Westbury•New York•11714 516.513.1313 •516.579.2574 Fax - E� It is a violation of Section 7209 of the TOP of PLATE _ni TOP of PLATE _ New York State Education Law for any + I '","' , J.A, i A�! 'I" J` ^I I I" "i C I-- ;I-I i I-I i" J"I".I I i"I I 1 JanC J ,za r , , I �_),, — ------ 29-3 �,IA.. , r ,a. ,I.-. , T - J,A n. I,,,I_ , . I,:,.-I_II, In ,l , J J ,`I X, Yl, JT ' f J, I. �', - :a `J I' J,IJ 1I aJJ ,'n"I I I J I "[ 1JJI J . "'�a, CJ"ia: ' II I I ! LI _ C; \ i I J7I i r 29 3 I ', I 1 A I 7 _ ,,,._ J , ,n A J_., ,J,, IA I z J I `,iIT.'I.. a I,J ;IJ : 1 J,n : . . J A J , ,� person, unless he is actin under the ,,J,A,I-1 I,I I ,-, :,J-:.,I. A,I J I I A_I+ [,J A-. I I.� Aj, J ,n,., . J.•1 l A I.-A-1 A 1 J_J , i,.w.1} A,l J-,I,J-,A.,.A A-A,[-A J �n, A-,, , l ,.J J..,-�J : A + I.�.-I.n 1.J-} J.1 T._A , C,' J i A 1..:.t •, �J J J A J J`L..I i J J..A.A J J.A'1 J.A.A 4 l.1„ , . J J I i : ! , g tit } iI;,, III.. I_, IJ�_.. a' :J� [ 1_ ICI.1J I J. J " J II. _I ' II A' ' .-I^..[ 1;. J1„_I1J.: JI,, IJIII .J. : IJ_Jill1ji, 1tItTI 1 , , .,r J,:. Ai,i.,J,J;1.Jna ;1 t, direction f I a_ AIy n., ,,nA. _i.IA -JTti _,A _C.,-., I.. o a licensed professional IA,I 1I J ,A . �' ' :A �rn1_nI-_ J i �. , ;7Jxl I,AI i..J rI T,[n7iA I. , ',_J}. ,J1 AT1, i A J, A , ,I ,J1Jk-i, ,I, I--.l, l_C:"J. A1 , z�, [`lI I _ `' nr p J IJI InI , II J AaA 11-i JA.JzIAA1`z ' 1 ;z 1`I' T T"I` " ^ l.' ,I A engineer, to alter n A A r , J„ ti I1, I a_ �", .IrI i .,I,J A, J ^r' A, I,I _ -.I , I, ,, , 1, I. ,J.I-,"I J C._1 -IJ L^ A ti f I, g any item on this '.t I J ,aA A lJ ,�J t I-i s_�J- Aa,�), A -J- J A IA_I I-, �A�, 1 J�, I I �` A' , ,I I._ ,l ., I A --1I I , nJ�J 1 L- -L 1 ; r_ i_ " -ti ,A,,. n a l T{I' I^, ._J ",I ..-J}_J , .[I' , �h!_1J ., -:._I.,,I? L'" _1`] A I`,... ,, L,i 1 I J IZ:., ,' : AI..A4IA 't A, J;J .J J nA aI 1C:J ~Z "lIA I 7 -Lr�,I j , �I' � , 4 J- - ._ -J_An�.1'a-_; ,,, 1 r ,: AAAJJ. I- CI ,nI J Ii .I.,J"II{1 , " ! IaJ-- II, C ! : ,I I i drawing in an way. If the drawing Is il J I '\J J 1 I�' , i I J 1 I I ?\ I r T I r AT ..J.I,J I_ , I-A,I J .I'n",: .I A_: IT L J, 11-, _, J I., I, A , -I A A -;, 1, nJ.I 1 7I, AI-- ,I_l,,,I ,I. I I- In A.I.- .J J I_ I_I, t I, I I I , n g Y Y g AJ.a A i , I n is I'. 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J-1 J J - I , � ' �I-..1 I' A i / H .� ,-T I - T �I.-Al; �,,_,.�J I ._I I�, nJT ,a I t8 r 1I _ \ �J n I,a' I: .- I" I,,I.1 AA a i' I J C"Ii tiI t ,"`J A J i ,I i i r J , ;J , IJI A I .1J .A_. ,' ',.":J 'J' IJ J - - - 1: - II I I, I a i. 1n1, DRAWING TITLE: r1 1 I \\ , I~ "A I I :J `I . - I�J,ArJ I � I . J ,An .,IrI, J,.-J, .A_II_x. ~ .:I,s 1I'! \ 1 l I -, �.I r 1- ,` �, I-1 I."._" Aa a. l`I A l .In. I A ,I .l, IaI,Al I A J:CJ-. !II' 1 1' I r DE--„ - \,' I\ C I n'I a r , J J [I I ,a'1 I J I ,I T, I- i l I, r I , I J � 1- A,'- i ' r A , 1,. 1 ,1. } 1 I J 1 J 1 i J, J _J Ar,T, J- I ,'IA I�_ rJ_, 11 I,AA, I n`I n, _ I n JT:'1 nlA1i"-i;I ,,,. 1 n A-J41^A . . [.A A J,'�l , I .',J. �, :J,I I I , .I,, J. , IA1I I t I",., n II , . I. J n A 1AJ'n " I_ I. .',, i -- J l 1 i ': I_. �II`I' lA An , t: 1 JI , , IJ, I i, nln.-.I J- 1 - I / 1, -N 1 ;\ T 1 T' -,� 1 -,1 - 1 - I , .4 T-- .,,wl" , ,I +I 7 _,._I- I I` IA;, JJ I "A- I A, I" 1 T� , . I - - II, IT a-_, J_.,JI I J ,J, J , l 'T I J A,n Tnl, Z ,I x .J. _1 ,.,. I I" 1 /, ap - J J` 1' "J I C`. ,a-,', I`J,A,k J -, .a J J - - - I 1 r' I. t , , , ,I", 1 Inr _t ,'�' 1 r r' 1 ,I 1,, r: ,I. 11,1AJ I. L.I'.J , I TOP OF PLATE I I �` I ', I' .-I l n l l J I "[ 1 J I J I"I I ' ,J'l - A,A I.:. J ,J s'I' '1' - I_"n A C, I I�J � 1 �J,",.`I"; 1 C", 1^ ,I .1`' ---- ,r TOP OF PLAT- 1 I ^1", E ,L. �LJ I , :I .J ,I� >' I1 +1z-8 I� J J' - , I - -- - ,, } 1 --- --- --- SOUTH ELEVATION ; IT , ,, ,rAr „I ��}_L,�, �J r�,. [� /�/ :IJ:I�,,',-r �',a'�I' I J .�_�;��- J'n ,,1,-"�,I I A I,A , I , J_I-, _A .J �"1, / r 1 .1 .y J ,I .A �1;, EAST ELEVATION A A 1.I A l l A_- I } JMJ f I Al I -I n IIJJI,JI"1 I-, I ; _T- I 1,' I J �" 1. a - I, AJ.J.L'A-'~I , - .I I. 1 APPROVED �. 'A I,.[_ I".Ia, Aaa' h .I I- ROVED BY �T r j I 1 r r7' - [ :I r /, A r' �� 1 F ,Atnc sus Loon v ELE I I r� 1' h `II .J I I 1 t : / / _ \\ I T �1 I , - - - II - J I"1 , I , 9' r, , I' Sa L— TOP OF PLATE �= I \ 1'' PLANNING BOARD -- 1 ; I' I 1 - J+ _ 8 1 '1 , 8' 1 i . TOWN OF S N I I OUTHOLD SCALE: I 1 1 � - s , I 1 I 1 1 �'I I 'I _ 1 : - — I. _ i I p T- I ..r-^--^'-"'ram. - co 1 i DAT E ' E� I N 1 1 I i 1 I I _ 1 I , I 1 _ I 1 1 s I I . 1 1 111 , I 1 . 1 - -- —-- -- - I °l �2t�23 I - 1 _ i - n I cn J I SCALE . 1 1 , \ m , . 3/ 6 1 0 1 TT I I� i� 1 I 1 II I I 1 , 1 � I 'I LT 1 X2-0— i 1 -- I =1 - „ ,- - - \ r 1 /. \ I _ 1_: - + E -- r1 I ---- N o N I` I � TOP OF SLAB ELEVATION —_- TOP OF SLAB ELEVATION � � � E] El El I = = = I = j7 DRAWN BY: - _ - - - - -- ' I PS I i11 ED AqC -i � i r-: r-1 r-i i-� IL i RECEIVED CHECKED BY: Q, ° y%oN BOTTOMOF FOOTING �---- ------------------I--------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------- 1 - -------� BOTTOM OF FOOTING r- -4'-I' I' : RMC -4' APR 1 0 2023 �'7' 1 ------- FILE NO. SOlIMOt_I I OWn Planning Board _ PROJECT NO. DRAWING NO. 02 ST V TIC WNW--- ----------------------- 4�_�L--- 3/1 r0"=1'-e" DATE: A-302 SOUTH ELEVATION; EAST ELEVATION 15/04/2021 SGALE: 5/16 II = II-CII PROJECT ENGINEER: FINISH SCHEDULE d e - i WINDOW SCHEDULE In Civi/Engineering&Conslauclion Management ROOM ROOM FLOOR WALLS CEILING WAINSCOT BASE CROWN NOTES WINDOW ROOM ROOM QUANTITY RO MFR. FRAME KEY NOTES de Bruin Engineering, P.C. NAME NO MOLDING MOLDING TYPE NAME NUMBER SIZE NUMBER TYPE 1400 Old Country Road-Suite 106 WALK-OFF MATT W/ y Y y Westbury•New York-11714 VESTIBULE I PRO PLANK BOARDER PAINTED SHEETROCK PAINTED SHEETROCK PAINTED PANELING PAINTED WOOD PAINTED WOODBOARDER LX i # q MEETING ROOM I 6 3'-e" X 1'-4" FG CASEMENT 516.513.1313 .516.579.2574 Fax MEETING ROOM 2 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD TRUSSES - STAINEC WD OR PAINTED WD B CHAIR STORAGE, ADMIN OFFICE 4,(o 3 2'-(0" X 4'-5" TW2442 FG DOUBLE HUNG It CHANCEL 3 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD PAINTED WOOD 45" L X 11/4" W MODEL # 1904501400 G MINISTERS OFFICE I 12'-I" X 4'-5" (2) TW2e42/TW34421(2) TW2042 FG DOUBLE HUNG Nis a violation of Section 7209 of the 5 New York State Education Law for any CHAIR STORAGE 4 CALIVINYL PRO PLANK PAINTED 5HEETROCK PAINTED 5HEETROCK PAINTED WOOD 46" L X 11/4" W MODEL# 1904501400 p VESTIBULE 8 2 I'-(o" X 4'-1" CRI4 FG PICTURE person, unless he is acting under the direction of a licensed professional MINISTERS OFFICE 5 BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD E ACCESSIBLE RESTROOM, DORMERS 10,11 15 2'-1" X 2'-1" C12 FG CASEMENT engineer, to alter any item on this drawing in any way. If the drawing is CL 5A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD F SMALL GATHERING PLACE 15 2 1'-(0" X 3'-9" (3) TW243(o FG DOUBLE HUNG altered under the direction of a professional engineer, the altering ADMIN OFFICE 6 BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD G KITCHEN 1(0 4 2'-1" X 3'-9" TW243(o FG DOUBLE HUNG engineer shall affix his seal to t h e drawing with the notation "altered by" CL &A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD H RESTROOM 20 1 1"3" X 4'-1" C14 FG CASEMENT followed by his signature, the date of alteration, and a specific description LOBBY 1 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 I ADMIN OFFICE (0 1 3'-1" X 3'-5" TW2103(o FG DOUBLE HUNG of the alteration. CL 1A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 46" L X 11/4" W MODEL # 1904501400 J MEETING ROOM I 1 0 4'-e" FR4e FG CL 15 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 45" L X 11/4" W MODEL # 1904501400 K ATTIC 23 2 8'-0" X 4'-I" TW20310/TW21e31e/TW20310 FG DOUBLE HUNG VESTIBULE 8 WALK-OFF MATT W1 PRO PLANK BOARDER Y1 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD YBOARDER i # L ATTIC (DORMER) 23 1 2'-1" X 3'-(o" CI35 FG CASEMENT GALLERY 9 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 M CUPOLA 4 2'-5" X 5'-1" CWI5 FG CASEMENT CL 9A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED 5HEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 CL 9B CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 ACCESSIBLE RESTROOM le CERAMIC TILE W/ PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD MARBLE THRESHOLD ACCESSIBLE RESTROOM 11 CERAMIC TILE W MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD REVISIONS DATE JAN. CLOSET 12 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD STAIR 13 CA vIVINY E PRO PLANK AT Fr0_0R7A_1TTE5 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD FINE T I T STAIR SMALL GATHERING ROOM 15 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD # KITCHEN 1(0 CALIVINYL PRO PLANK PAINTED 5HEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 FOYER 11 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL # 1904501400 RESTROOM 18 CERAMIC TILE PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD MARBLE THRESHOLD SOURCED AT LOWES' VESTRY 1'3 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 RESTROOM 20 MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD SOURCED AT LOWE$' CLOSET 21 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 45" L X 11/4" W MODEL# 1904501400 ISSUED TO: SIDE ENTRY 22 DOOR SCHEDULE DOOR ROOM ROOM INT/ DOOR DOOR DOOR FRAME HARDWR LABLE KEY NUMBER NAME NUMBER EXT. TYPE SIZE CONST. TYPE TYPE RATING NOTES CTION AS MFK,D 57 THEKMA-TRU - (o LITE 5UL 1 2 PANEL SHAKER ENLITEN FLUSH I01 VESTIBULE I EXT DI (2) 3'-e" X 8'-0" - - - GLAZED LOW E GLA55 - (2)1' X 8 MATCHING SIDEUTES 102 MEETING ROOM 2 INT. D2 (2) 3'-0" X 8'-e" MDF IWO - STICK STICKING) Y - - 33 - - 55 �FLAT PANEL SQUARE 1e3 VESTIBULE 1 EXT. 03 3'-0" X 8'-0" MDF WD - - F15ER-G 551C-MAHOG Y COLLECTION AS MF 'D Y TH RMA-T U - (o WIE SDL / 2 PAN L S AK R ENUTgN FLUSH GLAZED. OW E GLASS 1e4 RE5TROOM 20 INT. D4 2'-8" X 8'-0" MDF WD - - PREMIUM MDF IDOOR5G Y I - FAINT G - T53300 - C-55 kFLAT PANEL SQUARE STICK STICKING) 1e5 CL05ET 21 INT. D4 2'-8" X 8'-O" MDF WD - PREMIUM MDF STICK STICKING) O Y - - 330 - - Se TLAT PANEL SQUARE I0(o CHAIR STORAGE 4 INT. D5 (2) 3'-e" X 8'-0" MDF WD - - PREMIUM MDF DOOR5 AS MANUFACTURED Y - - 33e - - PROJECT: STICK STICKING) 101 MINISTERS OFFICE 5 INT. D6 3'-e" X 1'-0" MDF WD - - PREMIUM MDF DOOR5 AS MANUFACTURED STICK STICKING) Y - - 33 - - FIRST UNIVERSALIST 1 e8 ADMIN OFFICE (o INT. D(o 3'-e" X 1'-0" MDF WO - - PREMIUM00 Y - FAINT G - T533ee - - Q CHURCH OF I e9 VESTIBULE 8 EXT. D1 3'-e X 1'-0" MDF WD _ _ STICK STICKING) " Y COLLECTION AS RPR V Y THERMA-TRU - (o LITE 5DL / 2 PANEL SHAKER ENLITEN FLUSH SOUTH 0 L D GLAZED LOW E GLA55 - (2) 1 X 8 MATCHING SIDELITES 110 LOBBY 1 INT. D8 3'-e" X 1'-e" MDF WD - - PREMIUM STICKING)DOO Y - G - 3300 - - 55 kFLAT PANEL SQUARE 51970 MAIN RD, III ACCESSIBLE RESTROOM le INT. D(o 3,4' X 1'-e" MDF WD - FREMIUM STICKS ME3F MOOR5 AS MANUFACTURED Y - - 33 - - Q SOUTHOLD, NY 11971 112 JAN. CLOSET 12 INT. D4 2'-8" X 1'-0" MDF WD - - PREMIUM MMF STICK STICKING) O Y - - 330 - DRAWING TITLE: 113 ACCESSIBLE RE5TROOM 11 INT. D& 3'-e" X 1'-e" MDF WD - - PREMIUM00 Y TRU5TlLE - FAINT G - T63300 - - Q STICK STICKING) PREMIUM MDF 0o BY - G - 3300 - - Q FINISH SCHEDULE; 114 STAIR 13 INT. D9 3'-0" X 1'-e" MDF WD - IH RATED STICK STICKING) 115 GALLERY 9 EXT. D1 3'-e" X 1-0 MDF WD - F15ER-G55IC-MAHOGANY COLLECTION- AS MFR'D Y TH MA-T U - (o UT SDL / 2 PANEL SHAKER NUT N FLUSH GLAZED LOUD GLASS DOOR SCHEDULE I11 SMALL GATHERING ROOM 15 INT. Db 3'-0" X 1'-0" MDF WD - - STICK STICKING) Y - - 330 - - �/ D 118 KITCHEN 16 INT. D(o 3'-e" X 1'-e" MDF WD - - STICK STICKING)PREMIUM MMF O Y - - 33 - - L 2023 . 119 KITCHEN 16 INT. Die (1) 3'-e" X 8'-e" MDF WD - - PREMIUM00 Y - G - 3300 - - Q STICK STICKING) I_owSCALE: 120 FOYER 11 EXT. D1 3'-e" X 1'-0" MDF WD - - AS MF cD SY1 THERMATRU (o UT CSDL/ 2 PANEL SHAK R ENUT N FLUSH GLAZED LOW GLASSBoard 121 MEETING ROOM 2 INT. DI I (2) 3'-e" X 8'-e" MDF WD - - I""'KF-MIUM MDF DOORS, A5 STICK STICKING) G Y - - 3300 - G- SCALE: N T S 122 MEETING ROOM 2 INT. D(o 3'-e" X 1'-0" MDF WD - PREMIUM MDF- DOORS, AS MANUFACTURED Y STICK STICKING) 33 123 CHANCEL 3 INT. D(o 3'-e" X 1'-e" MDF WD - - PREMIUM MDF DOORS AS MANUFACTURED Y TRU5TILE - FAINT GRA15E - TMee - C-55 MAT PANEL 5QUAPE APPROVED BY a STICK STICKING) 124 VESTRY 19 INT. D(o 3'-0" X 1'-0" MDF WD - - DOORSPREMIUM MDF G Y TRU5TILE - FAINT G - T633ee - c7se VLAT PANEL SQUAREPLANNING BOARD DRAWN BY: STICK STICKING) 125 RESTROOM IS INT. D12 2'-8" X 1'-e" MDF WD - - PREMIUM00 Y - G - 330e - G- PS i,FD AID STICK STICKING) TOWN OF SOUTHOLD ca�,gc'yi DATE 11q I CHECKED BY: 7�2� RMC �..a FILE N0. �= PROJECT NO. DRAWING NO. DATE: A-6 01 FINISH SGHEDU.LE; DOOR S(f.,HEF,)UL E 15/04/2021 SCALE: NTS GENERAL NOTES / LEGEND EXISTING PROPOSED "YA. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE A TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUNE 15,2016. VERTICAL 41, �6y p o DOWNSPOUT DRYWELL W/INLET,SOLID COVER OR CONC.COVER O O O DATUM IS APPROXIMATE NAVD 88. ti�6o o� ka•y. J cS` O (SEE ARCHITECTURAL PLANS) 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF yO�2 �i m GAS SERVICE -GAS GAS-°."- -°As-° -GAS WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND 6'0 X 5'DEEP DRYWELL �e �G j 1 �� ��� �b� ���U �� DOWNSPOUT ADAPTER(ADS n - _ _ _ _ - DRYWELLITI J a MUST BE CONFORMED ACCORDINGLY IN THE FIELD. F v 2 OR APPROVED EQUAL) o WATER SERVICE //Q a WI SOLID COVER g/ i'� �' v ��yv , OJ (SEE CHART FOR PART NUMBER) 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED J DRYWELL A-1 RIM 29.0/ ��. so �- DRAINAGE PIPE p BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 6'0 X 5'DEEP 6 �ti G° ,� / �36 \ t6,• �0 6 WI SOLID COVER ' ° Eo 6'� ROOF DRAIN - - - - - - - - - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. RIM 28.7 DRYWELL B-1 ,�/o �° �F�Qo�°� \ 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND 8'0 X 12'DEEP DRYWELL /" i�' / °96 �. g"° \ CONTOUR 25 FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE \ PROPOSED GRADE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. ° WI SLOTTED GRATE ,' / s� �° �- \. BUILDING ENTRANCE ° RIM / e' // .6k� Nc� 'L ' INV 25.3�ti�c9 CATCH BASIN.B-2 I >\F� '�,;� �o 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, �d I I a I F ��O 5F 1 o� 450 BEND(MAX.) DROP INLET PROTECTION 'j �'j TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS G 2 RIM TEST HOLE DATA 1 CONC. � /?� 5\G INV 26.1 �\ O sp °5�� Co PROPOSED IIA OWTS ® w 6"ADS PIPE(LENGTH VARIES) SHOWN ON THE PLANS. / II 81DEWALK(TYP.) G \ Lu CATCH BASIN 0 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. / 1 IZOPOSED ELECTRIC �9� ti�� i 8 0 @ 2.67% C.O. k W EL.28.0 / A D WATER SERVICE BY SNAP CONNECTION FLOW ARROW --� 0.0 9, ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% ( ® 1 z" 450 BEND(MAX.) 5 FINE TO MED. DARK MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY o OTF� RS"UNDER SEPARATE °P5 " / / \ �� 1 +2s.e N o °; \ 0 BROWN SILTY FINE STANDARD PROCTOR TEST. TILITY HIGHWAY WORK ti'a '� / PART# PIPE SIZE A B c �,Aoy I GRAVEL WbLK , / 0364AA 3" 2.50" 3.25" 4.75" �c P° PERMIT FROM THE DOT ��° �s / + `O z FIUJI CLEAN I/A UNIT o00 SAND(SM) 10. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF 0464AA 4" 2.25" 3.50" 4.75" o �a,, 11 29 C.o. 2e.0 zs.. \ f 0465AA 4" 3.56" 2.56" 5 63" FINE TO MED.DARK 4 0 WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND �� �1' 0466AA 4" 2.56" 2.56" 4.63" 6"ROOF DRAIN LATERAL o LEACHING POOL T�E�t 7/ / 1 \ \ TC 28.4 WITH WYE(TYP.) Z BROWN SILTY SAND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 6'0 DUCTILE IRON PIPE \ / 0664AA 6" 3.62" 5.63" 6 43" U 3 I I 27 5 29. TEST HOLE g \ S BC 27.9 0664AC* 6" 3,62" 5.63" 6.43" (SM) 9.0, - 2 ,\ *Pan 0664-AC is PVC NOTE: 6"PVC PIPE MAYBE DISTANCE VARIES SPOT GRADE 2a.s+ 6.0' 11. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED 6� I ryry I \ 27.75 USED WHEN A DOWNSPOUT IS FINE TO MED. LT. BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. (SEE GRADING AND PROPOS 1-STORY CHURCH CD TC28.3 CONNECTED DIRECTLY TO THE DRAINAGE PLAN) SANITARY MANHOLE Do BROWN RUST TUCKERS LANE m 27.75 ° UNFINISH D CRAWL SPACE a \ .6 DRAINAGE STRUCTURES. BROWN FINE SAND 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. - ' ME H.ONLY) O O o '2� E TOP/BOT. CURB ELEV. TBC C 27.1 (SW) 13. ALL DRAINAGE PIPING MATERIAL TO BE ADS N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS o 1 29 86 FINE TO COARSE 8 0 MANUFACTURED BY ADS OR AN APPROVED EQUAL. INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 12"DIAMETER J I DRYWELLC-1 it moo, F.F .5 `\ ��_ .�' b Is 6�; � ' ' ROOF DRAIN ADAPTER DETAIL CLEANOUT \ + 3 967 SF o� c5 OR IN NOTED S PLANS. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 6"PVC PIPE MAY BE USED TO CONNECT ROOF 8'0 X 5 DEEP DRYWELL o® a-,� �z 2a � DRAIN 1 SAN CROSSING ?s•�� \ `��_/-�_ °a RUST/PALE BROWN DRAIN LEADERS DIRECTLY TO DRYWELLS. WI SOLID COVER N \ o 0 0 \ tc 27.s �� 2a- PROPOSED KITCHEN NOT TO SCALE SAND(SW) RIM 28.8 I I \ BOT.WASTE LINE EL.26.2 0 0 29 \BC 27.4 C12 SEWAGE DISPOSAL 10.0' 14. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. Mm \ TOP DRAIN LINE EL.24.7 o O \ NN Y 5.5' - TC 281 \ FINE TO COARSE DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND i!l29� I ►� SYSTEM 18"x 18"x 8" I~m w N \ 2+g g S' DRYWELL D-1 Bc z7s �6 \ ,-' PALE BROWN SAND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. r3,0: a \ CONCRETE PAD EX.CATCH BASIN WITH CURB FRA ETO REMAIN 3 I \\ 484 288 28 8 i 8'0 X 6'DEEP DRYWELL TC 27 Q TC28.1 W/#4 REBAR CAMBELL FRAME&COVER OR AN APPROVED EQUAL SOME-COARSE TO co, WI SOLID COVER Bc z7 z BC 27.6 15. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT (END CURB AT TRUCTURE) I _ 28.1 w 2 3 RIM 28.7 2 EACH SIDE PLUG OR STOPPER LARGE GRAVEL(SW) THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS - ASPHALT I Z EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW IN" a? TRENCH DRAIN E•3 8'' EP DR (� PARKING 15.0' YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". mo° 12"W.TRENCH DRAIN WI SLOTT TC zs.o TC 28.2 rc 28 o w z SLOTTED GRATE .� RIM 26.5 BC 27.5 BC 27.5 b I w MED.TO COARSE M ET EX.CURB _ IM 2 . 26 INv 2 DRYWELL F-4 Bc z7.7 a_ N PALE BROWN SAND 8'O X 10'DEEP DRYWELL _ w BC23.8± ? INV21.5 TC2s7 BC269 Tc273 I J ONm ¢ PVC SCR-35 RISER AS REQ'D OR AN -SOME FINE TO DRAINAGE CALCULATIONS. BC 25.7 1 WI SOLID COVER BC 27.3 z TC 27.9 TC 27.5 \ E,� > APPROVED EQUAL SMALL GRAVEL(SW) / 2 RIM 26.9 BC 27.4 CL 22 9 \ ( O J THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL. I/ �c 24.2 I BC 27It ASPHALT \ v DRYWELL F•3 to O O STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS PROVIDING 42.24 CF PER PROPOSED I i 9 N C; ) PARKING \ 8'0 X 10'DEEP DRYWELL o O=Q FINE TO MED. LIGHT 22.0 VERTICAL FOOT OF STORAGE AND 6'DIAMETER DRYWELLS PROVIDING 22.3 CF PER II N \ WI SLOTTED GRATE U e ENCH DRAIN I w N LT�5. TC 265 Tc2�.ss 27�� RIM 26.5 LL H 45 BEND 22.6(EL.5.4 HIGHEST EXP.GROUNDWATER PER USGS WELL S16780.1) BROWN SAND- VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF BC 26 o BC 27.5 0 0 U COEFFICIENTS:ROOF 1.0,ASPHALT PAVEMENT 1.0,GRASS PARKING&GRAVEL WALK "-� - __ \ a-- / --fl D INV 22.9 z Uz PLUG WYE UNTIL 24.0(EL.4.0 GROUNDWATER ELEV.) SOME FINE TO 0.70 AND LANDSCAPING 0.10. LARGE GRAVEL SW Q+ �/ / BC 25.2 \ I [�i,.-Z CLEANOUT IS Q -°AS- 5 - \ TC 27.2 z O INSTALLED ( ) 27.0' 4� T EX.CURB �� I TC248 - ?� /��- \ 27 ec2s 7 J v ROOF DRAINAGE COLLECTION LINE TESTHOLE BY MCDONALD DRAINAGE AREA"A-1" 00 `� BC24.3 27 Tc27.o STORAGE REQUIRED: BC 23.9 TC 25.2 TT� a ( o \ \ BC 26.5 DRYWELL F-2 (SEE PLAN FOR SIZE) m Bc za.7 BC 25.9 v I I m \ \ j I 8'0 X 10'DEEP DRYWELL GEOSCIENCE DATED 10/18/18 ROOF AREA: 556 SF X 1.00 X 2"/12=92.7 CF g 99.8' _ oV�' \ 6 a z o2�,l __ ASPHALT \ I R�SOLID COVER GROUNDWATER ENCOUNTERED 92.7 CF 122.3 CFNF=4.2 VERTICAL FEET REQUIRED PARKING c INV 22 9 PLUG � 24 BELOW GRADE �, (�..- - �� - \ N o��� W a j✓ � \�\\n\\�\\�\\�� STORAGE PROVIDED: cD Tc 24 6 \ X DRYWELL F-1 45°WYE FITTING USE 1-6'0 DRYWELL @ 5 VF EACH=5 VF>4.2 VF PROPOSED ELECTR C L SERVICE BC24.1 Tc24,6. DROP CURB TC 25.2 I ,��° 1 I M 8'0 X 10'DEEP DRYWELL i Tc 26.4 Cq WI SLOTTED GRATE CLEAN 0 U T DETAIL DRAINAGE AREA"A-2" "BY OTHERS" UND EPARATE o, o a BC24.1 BC24.\ Bcz4.7 I Br.zs.a J I �• TC 27 0 �I, CNN 25 c6 I I c? BC26.5 I O RIM 26.0 STORAGE REQUIRED: UTILITY HIGHWAY hhRK PERMIT r �a I >n INV 22.9 NOT TO SCALE ROOF AREA: 556 SF X 1.00 X 2'/12=92.7 CF FRO THE DOT � +2z.5 +23 � J`� \ PROPOSED PERVIOUS PARKING_-� I I �� 927 CF 122.3 CFNF=4.2 VERTICAL FEET REQUIRED J \ 24 n \�'S, 26.5 I I �6. GRASSPAVE2 OR APPROVED EQUAL DRYWELL E-2 �oeFy � ------`-'-------_66 B� (SEE DETAIL ON SHEET C-2) i ���Q���� STORAGE PROVIDED: 1810 X 8'DEEP DRYWELL USE 1-6'0 DRYWELL @ 5 VF EACH=5 VF>4.2 VF W/SLOTTED GRATE I N74o50'00"W 4' CHAIfJLINK FENrE LOfJG LINE 247.04' D B D RAIN GARDEN E-1 CATCH BASIN F-7 DRAINAGE AREA"B" RIM 19.0 I H.W.L EL.24.0 SLOPE PARKING AREA PROPOSEDJ LAND N/F OF B INV 19.3 I RIM 26.2 51750 ROUTE 25 LLC ° :;: STORAGE REQUIRED: BOT,EL.22.5 DIRECTLY TO RAIN GARDEN IIA OWTS INV 23.5 VOLUME=1,118 CF S.F. RESIDENCE D :. = ::. ;;:';',•:..s • ROOF AREA: 1,459 SF X 1.00 X 2"/12=243.2 CF CONNECTED TO PUBLIC WATER f"�;, ... ;' GRAVEL WALK AREA: 674 SF X 1.00 X 2"/12= 112.3 CF • PAVEMENT: 770 SF X 1.00 X 2"/12=128.3 CF SITE PLAN A L =483.8CF 483.8 CF/42.24 CFNF=11.5 VERTICAL FEET REQUIRED SCALE:1"=30' GROUND SURFACE OR ISOMETRIC VIEW SOILS WITHIN 12"OF PAVEMENT PAVEMENT SUBGRADE(WHERE �, STORAGE PROVIDED: SUBGRADE COMPACTED TO 950 APPLICABLE) D 4'HOLE FOR BOLTING USE 1-8'0 DRYWELL @ 12 VF EACH=12 VF>11.5 VF OF MAXIMUM DENSITY -T- PLAN VIEW 8 o DRAINAGE AREA"C" ROOF AREA: 1,153 SF X 1.00 X 2"/12=192.1 CF !%/%� SOILS IN EXCESS OF 9"BELOW PAVEMENT SUB- C 192.1 CF 142.24 CF(VF=4.5 VERTICAL FEET REQUIRED \,/%�/%//\� GRADE COMPACTED TO 90% %%//\// OVERSIZED HOLES CAST IN WALLS-PIPE TO BE \ \ STORAGE PROVIDED: /.'. SECURELY GROUTED IN PLACE BY CONTRACTOR USE 1-8'0 DRYWELL 5 VF EACH=5 VF>4,8 VF j�\/\\ IN FIELD(PIPE SIZE+LOCATION TO SUIT) @ w \ \ \:. . . \ \\ DRAINAGE AREA"D" //\// ,/ ./i DISTURBED m �\\/\ \\. D STORAGE REQUIRED: EARTH ROOF AREA: 1,438 SF X 1.00 X 2"112=239.7 CF FINAL BACKFILL \ \\ •'. . BE PLACED IN. . . . . . . _� SECTION"A A" SECTION"13-13" \/\/\ //\//\/ //\//\ NOTES: DIMENSION SCHEDULE 239.7 CF/42.24 CFNF=5.7 VERTICAL FEET REQUIRED 8'-0" \ \j\ 12 LIFTS \\\�\j� -GALVANIZED STEEL GRATING ALSO AVAILABLE A=12" THROUGH 48" CORRUGATED -CONCRETE TO TEST PSI @ 28 DAYS B=LENGTH AS REQUIRED 4'-0"MINIMUM STORAGE PROVIDED: SEE PRECAST STRUCTURE NOTES FOR POLYETHYLENE PIPE(BY -60 GRADE REINFORCEMENT C=DEPTH AS REQUIRED USE 1-8'0 DRYWELL 6 VF EACH=6 VF>5.7 VF REINFORCING REQUIREMENTS. D=6"OR 8" @ / \�, ADS OR APPROVED EQUAL} *=OTHER SIZES AVAILABLE AS REQUIRED DRAINAGE AREA"E" \ �o j/// / !� INITIAL BACKFILL, STORAGE REQUIRED: INSTALL DUMMY RINGS AND/OR DOME AS \ \/\/\ PRECAST MANUFACTURING C 0. LLC \��.\ • �\�\ \ PAVEMENT AREA: 7,249 SF X 1.00 X 2712=1,208.2 CF NECESSARY TO BRING PROPOSED / 6-12 STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND w /\\jj ROOF AREA: 378 SF X 1.00 X 2"112= 63.0 CF /\/\/ ,\//\//. ABOVE TOP OFPIPE. = 1,271.2 CF SLOTTED COVER CAMBELL FOUNDRY CO. a \\j\\j` \\ �/\ TRENCH DRAIN (OR EQUAL) % / / MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE w Hw- /�\//�\/� �/\/� SPRINGLINE STORAGE PROVIDED: COURSES COVER PATTERN No.1012A-TYPE C OR AN o w //\//\� ' / / NOT TO SCALE USE RAIN GARDEN =1,118 CF APPROVED EQUAL. Q ///�//\// //�// \ \ \" \\ \ \ CAST IRON FRAME+GRATE USE 1 8'0 DRYWELL @ 8 VF EACH_ 338 CF 1,456 CF>1,271.2 CF _,. CONCRETE COLLAR � o y/\// // �y/\// AS NECESSARY FINISHED GRADE O \�\\�\\ \�j� %,, ED BACKFILL PLACED ALTERNATELY IN 6"x s°W4NV4 W.W.M. DRAINAGE AREA"F" r--- L 000000` 000000000 6"LIFTS ON BOTH SIDES OF STORAGE REQUIRED: I�PR OJ ZOZ3 24" \;\\/ o 0 0 0 0 0 0 0 /\; PIPE TO SPRINGLINE ELEVATION GRASS PARKING AREA: 1,860 SF X 0.70 X 2"/12= 217.0 CF m /\//\// 0000 000000000000 11//\� \\ \\ o o o o 0 o 0 o O o O o 0 o 0 \//\\// PAVEMENT AREA: 10,683 SF X 1.00 X 2"112=1,780.5 CF l Southold Town 00000000000000000 �j ROOF AREA: 429SFX1.00X2"/12= 71.5CF Plannin Board PLAN VIEW \ _. � � \i \/ /\/ y'� / i i\ \ T = 2,069.0CF 9 iz*ee oR.. c PRE-SHAPED FOUNDATION OR FLAT !�� ����\j\\/�\j\\j\\j\\��\//�\j\\�/�,/�� \�/ / BEDDING CLASS I, II OR III WHERE 3" 1B" 3" SR..UIRED 12"O CPEp OFt 1 ) 12"& S 14" I I nsREaula�o` FOUNDATION WITH BACKFILL TAMPED INTO //\\//\\/!\�/\\�!\/!\//\�•\//\\// //�//` UNSUITABLE MATERIAL IS RISERS 2,069.0 CF 142.24 CFNF=48.9 VERTICAL FEET REQUIRED 2,3 OR 4 FOOT SECTIONS PIPE HAUNCHES,AT CONTRACTORS ENCOUNTERED DURING EXCAVATION AS REQ'D AS NECESSARY O.D.+24" MAX. STORAGE PROVIDED: DISCRETION. OF PIPE TRENCHES AS REQUIRED IN 4' USE 5-8'0 DRYWELLS @ 10 VF EACH=50 VF>48.1 VF WRAP WITH 6 OZ.(MIN.)NONWOVEN E TE B L W GETOPO COLLAR OR AT 3'COLiAR.; NOTES ASTM D2321, LATEST EDITION. APPLICANT APPROVED �Y 2/6/23TOWN COMMENTS (' 2 1112123 ARCHT. REVISIONS TOP OF COLLAR BY MIRAFI OR AN z Q Z 1. CLASS I II, III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE REVISIONS APPROVED EQUAL. : x Z , SEE PRECAST STRUCTURE PRECAST DRAINAGE _ g NOTES FOR REINFORCING SHEET PILING AS REQUIRED--_I RINGS a w o a ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). FIRST UNIVERSALIST CHURCH OF SOUTHOLD PLANNING BOARD REQUIREMENTS z LLI� LL ¢ BOX 221 a w z 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING 2" SOUTHOLD, NY 11971 TOWN OF SOUTHOLD Of NEyy EXCAVATE AND BACKFILL 3 FEET AROUND 0 0 a 18" 18" 13" 14"SQ. `�( }' LEACHING RINGS WITH SUITABLE POROUS 4".MIN.: Lu LL U BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH P 4 MATERIAL AS APPROVED BY THE ENGINEER. j w W WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF 14"SQ. `' 123 �'`� pSLPH J REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE Plans are prepared by Condon Engineering,P.C. It is a violation of the DATE ''T I 12"MIN. New York State Education Law,Article 145,Section 7209,for any ENGINEER. ; person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If .:W .:. 3 L a MATERIALT HROUGHOUTDT THE PIPE ZONE IS TO BE CLASS I MATERIAL. F ' an item bearing the seal of an Engineer,Architect,or Land Surveyor is r ;y; �, 4" 4�� altered,the altering Engineer Architect,or Land Surveyor shall affix to 0$1912 � the item his/her seal and the notation"Altered by"followed by his/her �, signature and the date of such alterations,and a specific description of �FESS�O� N 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL NOTES: the alteration. O SECTION VIEW PLAN VIEW S.C.T.M.: DIST.1000 SEC. 63 BLK. 6 LOT 6.1 6.2 EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A -CONCRETE:4,000 PSI @ 28 DAYS -REINFORCING:AS PER ASTM A-185 6"X FIRST UNIVERSALIST EXCAVATE A MINIMUM OF 6'INTO � FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, � ,. ••.. 6' W4NV4W.W.M. VIRGIN STRATA OF SAND AND STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR -WEIGHTS: Condon Engineering, P.C. GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS, LATEST EDITION;AS -CATCH BASIN:6451bs Scale:AS SHOWN CHURCH OF SOUTHOLD WHICHEVER IS DEEPER. AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH -RISER WEIGHTS:363 lbs/ft BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC, PRECAST MANUFACTURING CO. LLC Drawn by:JJC 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) OF Mattituck, New York 11952 SOUTHOLD, NY DRYWELL DETAIL PIPE TRENCH SECTION 18" SQUARE CATCH BASIN (OR EQUAL) Date: 3/28/2022 (631) 298-1986 (631) 298-2651 fax NOT TO SCALE NOT TO SCALE NOT TO SCALE www.condonengineering.com GRADING & DRAINAGE PLAN ° W Z i yJ F— W a 0 a PROPOSED GRASSES+PERENNIALS PROPOSED DECIDUOUS SHRUBS+ (SEE LANSCAPE PLAN, FOR SPECIES) EVERGREEN SCREENING (SEE LANDSCAPE PLAN, FOR SPECIES) PROPOSED FLUSH CONCRETE CURB WITH 6"CURB BEYOND EX.GRADE o / / PROPOSED ASPHALT _--_- PARKING AREA , . , ... uk 1— — —I � IIIIIIIIIIII IIIIII—II —I I I_I \III �, __I I-1TI=1 1=1 1=1TI=1TI-1 I-1 I-1TI-� _ "a —III I—I 11=1 I —I 11=1 11=1 11—I I F I 1—I I I-1 I I -1 I I—III—III—III=1 I I—III—III=1 I I=1 I=1 I —I I _ 1 ' >, —I I I-1 I I—I 11=1 11=1 11=111-911=1 11=1 I I—I 11=1 11- I I-1 11=1 11=1 11=115111=1 11=1 1=1 1=1 1=1 11=1 i'- 1=1 11=1 11=1 11=1 11=1 11=1 I FEI I1=1 11=1 11=1 11=i' I I I=II I—II I=1 11=II I—II I=III—III—II I=1 11=II I—_ + ` + 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11EA 11 E 6"THICK CONCRETE PAVEMENT(4,000 1- �—III—III=1 I I—III—III-111—III—I I -1 I—III—II—_ + I- PSI STRENGTH,3/4"STONE 5%AIR 1111—III—I I 1-11 I—III=111-111=111-111=111=1 -- + + + + + + 6+CtEAN�SAN� + + + + + + + = F=1 I 1=1 I 1=III=1 1=1 F 1=III=III=II1=1 I 1=III=111-1 s"xs"-w2.0 X wz.o WWM WITH 3" I-111=III=1 1=III=111=III=III=1 11=1 11=111=1 11=1 11=111=11=—= ____ ___ _ENTRAINMENT) CONCRETE TO MEET i_ COVER(OVERLAP(OVERLAP SPLICES MIN 12") 1 I I_I =I =I =111=111=III=111=111=1 1=111=1 1=III=III=1 1 1=III=1 1=111=111=111=111=1 11=111= I I—_ III=1 1=1 1=111=111=111=III=1 1=III=111=1 1=111=111=1 1=1 11=111=111=1 1=111=111=1 11=1 11=1 11=111=_I 1 I_ LEED REQUIREMENTS •I—III-1�I, III���I�I—I�1=111=111=111=1 11=111=111=1 11=111=111=III=III=111=1 11=1 11=111=111=III=111=III=1 11=111=111=111=111=1 11=III=III=III=111=III=1 11=111=111=1 I I�1 I I=111=111=1 11=1 11=111=I�1-1 D D D — —���—���—III—Ili—III—III�III���I� �;III—�IIIII�IIII,�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIFIII�IIII�III�IIII1111111�1111���111_„III,;,III-111_III M p n D p Dp D D T}D D I p Di--- p p CRUSHED AGGREGATE RAIN GARDEN DETAIL 0 BASE COURSE OR COMPACTED RCA(8"MIN.) NOT TO SCALE 8"THICK AT SLAB EDGE $6 CONCRETE I COMPACTED.SUBGRADE(8'Mini.p. PAVEMENT NOTES: A A I 1. NATIVE MATERIALS MAY ATTACHAT TOP I I ANDBOTTOM CONCRETE SLAB SECTION BE USED FOR THE SUBBASE IF IT IS DETERMINED TO BE SIZE AS REQUIRED SIGN 10'-0" ACCEPTABLE BY THE 1-1/2"WEARING COURSE NYS TYPE 6(ITEM 403.16) 6" I I LAYOUT AND BY LOCAL CODE 6'HIGH STOCKADE FENCE ON TOWN ENGINEER. STEEL FRAME SET IN CONCRETE 2. THE SUBGRADE MUST BE 3-1/2"BINDER COURSE NYS TYPE 3 w FREE OF DEBRIS AND BINDER COURSE(ITEM 403.13) a co 0 U GALVANIZED CHANNEL UNSUITABLE MATERIALS a 1 I POST INSTALLED PLUMB I I ♦— J S p AND COMPACTED TO 95% _ w 0 D p Lj p oQ� MAXIMUM DRY DENSITY. ` eo = } 1 I I D� 'A' v a zm 6"X6"-W2.0 W2.0 WWM WITH 3"COVER = 3. EXISTING SUBGRADE ` z w 1 I 3"STEEL PIPE RAMP o p � SOFT SPOTS TO BE o = FILLEDW/CONC EXISTING PAVEMENT EDGE OF D D REMOVED AND , � a 4 I y STABILIZED,AS DIRECTED ' Cl) 1 ( I SIDEWALK cn �Q�' BY THE ENGINEER. 4"COMPACTED BASE COURSE(3/4"STONECEMENT WASH MEET EXISTING I I 1/4%FT.MIN FLUSH TRANSITION TO 12 SIDEWALK p 0o p p �� BLEND OR CRUSHED CONCRETE'*) 8" PAVEMENT 2" 1r_ m D p 4. BASE COURSE 9 % COMPACTED SUBGRADE(MIN.95%STANDARD PROCTOR) CURB NOTES: II I _ COMPACTED TO O /o R 1. CURB CONCRETE TO BE MINIMUM 3,000 PSI AT 28 DAYS. I 1 III—SLOPED ITS MODIFIED PROCTOR q 1 "" D DENSITY(ASTM 1557)AT "IF CRUSHED CONCRETE AGGREGATE I SECTION A-A 7 WELDED WIRE MESH cq OPTIMUM MOISTURE (RCA)IS TO BE USED AS THE BASE 2. EXANSION JOINTS TO BNE SPACES A MINIMUM 20'. I I . �' SIDEWALK CURB RAMP w CONTENT. COURSE,IT MUST BE NEW YORK STATE POSTBELOW 2'-0" o � D D D DEPARTMENT OF TRANSPORTATION CONCRETE CURB DETAIL 5. ANY RECYCLED SPECIFICATION RECYCLED CONCRETE 4,000 PSI AIR ENTRAINED SIZE AS REQUIRED SIGN SECTION - CONCRETE AGGREGATE AGGREGATE. M CONCRETE FOOTING LAYOUT AND BY LOCAL CODE P p (RCA)THAT IS UTILIZED ON TYPE B THIS PROJECT MUST BE 15"DIA. �o o NEW YORK SYSTEM NOT TO SCALE p p o DEPARTMENT OF NOTES TRANSPORTATION 1. SYMBOLS TO BE PAINTED ON EACH SIGN. TACHATTOP SIDEWALK CURB RAMP(TYP) 6"THICK CONCRETE SLAB 4,000 PSI-28 DAY STRENGTH (NYSDOT)SPECIFICATION ANDBorTOM oM D D D RCA. 2. EMBLEM SIZE,COLOR AND EXACT TOP POST VIEW D PARKINGLOCATION WITHIN THE LOT TO o CONFORM TO LOCAL GOVERNING COARSE BROOM FINISH p4LF� RUNNING PERPENDICULAR 50 CM (19.7") SPECIFICATIONS TRANSITION TO CURB TO THE SLOPE SIGN MOUNTING DETAIL, 6� ASPHALT PAVEMENT TAPER CONCRETE DROP 16.7 CM (6.6") 25 CM (9.8") UNIT SIZE-50 CM X250"CX 2.5 X 1"R 1 40"X 2.5 M") NOT TO SCALE APPROVED BY Cl85� FLUSH WITH DROP CURB CURB REVEAL 1'IN 5'TRANSITION TO ACCOMMODATE DOUBLE GATE AVAILABLE IN 9 STANDARD ROLL SIZES� PLANNING BOARD CURB RAMP LENGTH CONCRETE DROP CURB UNIT WEIGHT — 510 GRAMS (18 OZ.< FLUSH TRANSITION NOTE: OR 2.0 KG (4.5 POUNDS) TOWN OF SOUTHOLD TO PAVEMENT BLENDED TRANSITION SEE GRADING PLANS FOR STRENGTH - 1121 KG/CM (15,940 PSI) ASPHALT PAVEMENT DETAILED GRADING. COLOR - BLACK DATE /4 1191202 RESIN — 100% RECYCLED HDPE HANDICAP RAMP/BLENDED TRANSITION - TYPE 3B DUMPSTER ENCLOSURE PAD DETAIL PLAN NOT TO SCALE NOT TO SCALE GRASSPAVE2 SQUARES PRECAST STRUCTURE NOTES. SIGNAGE FOR 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ACCESSIBLE PARKING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. ADJACENT GRASSPAVE2 UNITS STALLED TO P, CONCRETE SIDEWALK(AIR '�-* WT D 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED AND IN r- 12" ENTRAINED,4000 PSI)WITH COARSE I I SUPPORT AASHTO H-20 TRAFFIC LOADING. APR Z023 D BROOM FINISH PERPENDICULAR TO SIDEWALK SLOPE SEE ENLARGEMENT BELOW 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE L - GREEN BORDER(3/8")AND I CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. SIOut t01d TO�wn LETTERING 3 CM 33 Planning Board RESERVE I I ( • �) I HYDROGROW MIX BELOW RING PARKING 2.3 CM (0.9")' I SUPPLIED FREE BY MANUFACTURER 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF THE 6 CM 2.4 45° ( �) TOWN OF BROOKHAVEN,SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. z EQUAL EQUAL r RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) °?r WHITE BACKGROUND AND / EXPANSION JOINT 20'O.C. a ' 3/8"MARGIN CONTRACTION JOINTAT4' a PLAN (SEE DETAIL"B") p Oo o oo ow _COMPACTED SANDY GRAVEL ROAD BASE 216/23 TOWN COMMENTS ~ BLUE INTERNATIONAL O.C.(SEE DETAIL"A") ° ° °D� o0o w oZ 95% MODIFIED PROCTOR DENSITY z 3 ° - 6 INCHES TO 12 INCHES APPLICANT 1/12/23ARCHT.REVISIONS L'' Z SYMBOL OF ACCESSIBILITY 8 o w QQ o ( REVISIONS w a �� O° $�Oo ° �� $O o °o° ao DEPTH OF BASE COURSE TO BE FIRST UNIVERSALIST CHURCH OF SOUTHOLD J ; 0- NOTE: o O° a _ m W a DETERMINED BY ON SITE ENGINEER ) 12" ' SIGN HEIGHT HALL BE SET TO MAKE IT n- S G S PO BOX 221 `r ¢ CLEARLY VISIBLE TO ALL PEOPLE WITHIN 6"GRANULAR MATERIAL -SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION NOTE■THE DRIVER'S SEAT OF ANY VEHICLE (BANK RUN SAND&GRAVEL) 4"POURED CONCRETE COMPACTED SUBGRADE, SOUTHOLD,NY 11971 �F-OF NEW y 12" SECTION A-A PRE-MOULDED SEE NYSDOT DRAWINGS FOR THE WORK TO BE �P SEPN 0 4„ ;✓ I I 3/8"GREEN BORDER BITUMINOUS Plans are prepared by Condon Engineering,P.C. It is a violation of the PERFORMED WITHIN THE NYS ROUTE 25 RIGHT-OF WAY. 0 C y �- �r 1 1/2"GREEN LETTERING JOINT FILLER SECTION VAN 1/4'RADIUS New York State Education Law,Article 145,Section 7209,for any RCA NOTE: TOP F, GRASS ROOT MASS 6 MM person unless actin underthe direction of a licensed Professional I 1 y BLUE 6" ACCESSIBLE —I"GREEN LETTERING ANY RECYCLED acting /'" ce (1 P4') ABOVE TOP OF RING �--- ,. 4" Engineer,Architect,or Land Surveyor,to alter any item in any way.If +.0 PAVEMENT WHITE BACKGROUND AND CONCRETE G� : w STRIPING 3l8"MARGIN SNAP-FIT FASTENERS altered,the altering Engineer,Architect,or Land Surveyor shall a ' GRASSPAVE2 ATTACH WITH an item bearing the seal of an Engineer,Architect,or Land Surveyor is ',.'. .:.,' AGGREGATE(RCA) — C^ , - affix to THAT IS UTILIZED ON b O$1912 the item his/her seal and the notation"Altered b "followed 2".'i r.. THIS PROJECT MUST — RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) Y Y his/her F� o � o ° o signature and the date of such alterations,and a specific description of SIGNAGE FOR `r :t:`.' a M BE NEW YORK SYSTEM p� p ', � R� R,.' M the alteration. oFEsIS i�� DEPARTMENT OF $ c oI S.C.T.M.: DIST.1000 SEC, 63 BLK. 6 LOT 6.1, 6.2 ACCESSIBLE PARKING R .? ...', TRANSPORTATION OMPACTED SANDY GRAVEL FIRST UNIVERSALIST 9'-0" 9'-0" r. � •'' `•'` t; •> (NYSDOT) ° ENLARGEMENT BASE COURSE Condon Engineering SPECIFICATION RCA. -SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION P.C. CHURCH OF SOUTHOLD 18'-0"MINIMUM DETAIL "A" DETAIL "B" Scale:AS SHOWN NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR Invisible Structures, Inc. LANDSCAPE DESIGNER. 16265 E. 33RD DR., SUITE 20AUR 1755 Sigsbee Road 51970 MAIN ROAD NYS 25 OF TYPICAL ACCESSIBLE PARKING SPACE CONCRETE SIDEWALK DETAIL (ON SITE) TYPICAL GRASSPAVE2 DETAIL 8000233-C1510R R0303-233-8383 80011 Drawn by:JJC Mattituck, New York 11952 FAX. 800-233-1522 OR SOUTHOLD, NY NOT TO SCALE NOT TO SCALE CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES 303-233-8282 (631) 298-1986 (631) 298-2651 fax www.invisiblestructures.com Date: 3/28/2022 DETAILS NOT TO SCALE rev. 1/18 www.condonengineering.com GPDETI8.DWG LEGEND EXISTING PROPOSED STORM WATER POLLUTION CONTROL NOTES: Site Description: DRYWELL ;�� `�; \ / Construction activities will include the clearing and grading of the site and the construction of a new one-story church with with associated walks,driveway,parking and landscaping improvements,as WATER SERVICE well as the installation of a storm drainage retention system to recharge the runoff from a 2"rainfall,new sewage disposal systems and the necessary public utilities. All improvements to conform to — — — — — — state,county and local standards and specifications. GAS SERVICE See attached detailed architectural,landscape and civil drawings for proposed improvements to the property. General Sequence of Site Activities: / ELECTRIC — — — — — — // 1. Installation of perimeter erosion control measures(silt barriers,construction entrance,etc.). ti5 / 2. Clearing and rough grading,stockpile of topsoil and backfill materials. / 11 °� DROP INLET PROTECTION 3. Installation of storm drainage and sewage disposal systems. 4. Installation of building foundations. 5. Installation of site utilities. PROPERTY LINE 6. Installation of walks,parking and driveways. 7. Fine grading and vegetative stabilization(topsoil,seed,sod). 8. Installation of landscaping. SILT FENCE �z Site Data: CURB INLET PROTECTION r Site Area: 1.24 acres �19 Area of Disturbance: 1.22 acres DUST CONTROL DC Impervious cover 50.3% O STABILIZED CONSTRUCTION ENTRANCE I Pre-Development Runoff Coefficient: 59% Post-Development Runoff Coefficient: 68% PERMANENT SEEDING p$ O Soil Classification: RhB Riverhead and Haven Soils Graded,0-8%slopes,HaA Haven Loam 0-2%slopes o �� �� Receiving Waters: Southold Bay � PROPOSED FUTURE 50%EXPANSION POOL r 1 Pollution Control Measures: �\�°��� PROPOSED LEACHING POOL 0 FRS / In accordance with the provisions of the USEPA General Permit,storm water management and erosion and sediment control measures including,but not limited to,the following shall be employed during construction: PROPOSED MANHOLE I ��74y/ �� / �� I �F`,�!•oG� A. Existing vegetation to remain shall be protected by installation of construction fence or other approved means and shall remain undisturbed. C�[v 4 1 6 G �GQ " I I CONC. �/ 2 Qa \� — 9 J�F�a\'���� - G5 PROPOSED NITROGEN TREATMENT TANK Q B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.Graded and stripped areas shall be kept stabilized through the IDEWALK(TYP.) 'y use of temporary seeding as required.Seed mixtures shall be in accordance with Soil Conservation Service recommendations. A maximum of 5 acres shall be disturbed at one time unless written permission is granted by the NYSDEC. SURFACE WATER FLOW E ------- C. Bare soils shall be seeded within 14 days of exposure,unless construction will begin within 21 days,as sections are completed,or if construction on an area is suspended,the area shall be seeded 1 0 \ immediately. PRAVEL WALK j 1 a. Seed preparation-scarify soil if compacted,remove debris and obstacles such as roots and stumps. pj /GPt ?8� 1 29-Co. / •4 "' I `S' b. Soil amendments: 4�1\1 b.a. Lime to pH 6.0. / I s TEST HOLE 1 b.b. Fertilize with 6600 lbs.of 5-10-10 or equivalent per acre(14 lbs./100 sq.ft.). �Zg 9 � �1 PROPOSE 1-STORY HURCH \ c. Seed Mixtures m C.O. c.a. Temporary seedlings TUCKERS LANE I ( PS UNFINISH D CRA L SPACE a \ c.a.a. Ryegrass(annual or perennial)@ 30 lbs.per acre(0.7 lbs.per 1,000 sq.ft.) / — ' (ME�H OK LY) \ O o07'20 E WAT E R Q UA L I TY VOLUME (WQV) CA LC U LAT I 0 N. c.a.b. Certified'Aroostook"winter rye(cereal rye)@ 100 lbs.per acre(2.5 lbs.per 1,000 sq.ft.).Use winter rye if seeding in October/November. c.b. Permanent seedlings-See Landscaping Plans. ,I. I F.F.29.5 $a 4' I I sl 3,967 SF \ o�. TRIBUTARY AREA: D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted awayfrom cleared slopes. og I o®U -' Jo 7.s _ \\ `` �fw °� PAVEMENT/ROOF AREA: 27,181 SF=0.624 ACRES P = I I v 0 4 28 I LANDSCAPE AREA: 60,597 SF=0.616 ACRES E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.Sediment barriers shall be installed along the limits of disturbance prior to M Ip r S p the start of construction and shall be maintained until construction is complete. Sediment to be removed from the sediment traps and ponds when the design capacity is reduced by 50%. �29 I LIMIT OF CLEARING GRADING& WATER QUALITY(WQV)CALCULATIONS: F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The construction entrance shall be maintained until the site is permanently PS 130' GROUND DISTURBANCE&LINE IMPERVIOUS COVER(1) =50.3% stabilized. Any sediment tracked onto public roadways to be removed or cleaned on a daily basis. �� R SHOUT --c �� SILT FENCE(53,053 S.F.) in I � � i � _— 7— — 2 90%RAINFALL EVENT(P) =1.5 INCHES G. A qualified inspector to conduct site inspections and document the effectiveness of all erosion and sediment control practices every seven days or after a y"inch rain event.Inspection reports shall CQ ASPHALT I I — O z � a � can J PARKING O w be maintained in a site log book. z R=0.05+O.o09 X 50.3% =0.5027 PS w f-3 H. All runoff shall be retained on-site in accordance with local regulations and approvals. Drainage inlets installed on-site shall be protected from sediment buildup through the use of appropriate inlet C 26 o v v A=1.24 ACRES protection. ~ 1 Y O iY J - I a ?p \\ 1 Iz StnrD o— o— 2 \ I =o d WQV=(P X RV X A)/12(AC-FT) I. Appropriate means shall be used to control dust during construction. Water until the surface is wet and repeat as needed. Water shall be applied at rates so that runoff does not occur. ep i 1 ASPHALT h U U)o O WQV=0.078 AC-FT J. Sediment barriers and other erosion control measures shall remain in lace until upland disturbed areas are permanently stabilized.Following 1 p r P P P Y g permanent stabilization,paved areas shall be cleaned ° DC PARKING , 1 C wo U o of soil and debris and drainage systems shall be cleaned and flushed as necessary. w I W o W i N 11 o I 27�� �N v RUNOFF REDUCTION VOLUME (RRV) K. The owner/operator/contractor rator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be rformed b a certified erosion control specialist,licensed o— __u o— --� w w Pe p P P P P Pe Y / z w z professional engineer or a trained technician working under the supervision of a licensed professional engineer every seven calendar days and immediately after periods of rainfall greater than one s \� ' \ 1 Z U CALCULATION: half inch. Maintenance measures are to include,but are not limited to;cleaning of recharge basins,sediment traps and drywells,cleaning and repair of sediment barriers,repair of berms and runoff v G s—GN °�—°""— s s Q c� diverters,and cleaning and repair of inlet protection devices. The owner/operator/contractor erator/contractor is required to maintain copies of the NOI,SWPPP and general permit on-site at all times. The N01 and // AIC=IMPERVIOUS AREA: =0.624 ACRES 9 P P P q � P 9 �^ \ PS7✓ 2� -u General Permit shall also be posted at the site at all times. DC I I \ �� IMPERVIOUS COVER(1) =100% 99.8' DC L. During construction,the contractor will comply with all local regulations concerning the disposal of solid waste,debris and toxic and hazardous waste,as well as sanitary sewer and septic system Z I 1 32 a' 7 o' ASPHALT \ I S=90%FOR INFILTRATION SMP'S regulations. Temporary fencing shall be erected around the perimeter of the site along with the placement of dumpster's to control the buildup of debris.The contractor should periodically clean up PARKING o _ any debris accumulated along the temporary fence and empty the dumpsters regularly. m N� o�� �i 3 o a Al=(S)(AIC) =0.562 ACRES 7 \ x c o W RV*=0.05+0.009 X 100% =0.95 c,1 M M. See landscaping plans for permanent vegetation stabilization. AN. The contractor must complete the construction sequence schedule in the report with start and end dates. 25 o o 90%RAINFALL EVENT(P) =1.5 INCHES I �m o� I 0. Unless otherwise directed by the owner,the contractor is responsible for maintaining the necessary records of construction activities,preparation of inspection reports,and reporting release of PS RRV=(P X RV*X AI)112(AC-FT) pollutants to the proper authorities as necessary to comply with the SPDES General Permit. The contractor will report any required modifications to the SWPPP necessitated by field conditions or 23 I STOCKPILE AREA construction activities to the Engineer for revision of the SWPPP where appropriate. ti 24 RRV=0.067 AC-FT —————— — P. The NOI,SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and copying by any person within five(5)business rx !� n I I _ — — days of the owner or operator receiving a written request by any such person to review the NOI,SWPPP or inspection reports.Copying of documents will be done at the requester's expense. TOTAL STORAGE PROVIDED IN DRYWELLS AND FRENCH DRAIN=0.107 AC-FT N I N74°50'00"W a c aiNUNK rEru E ALONG uraE 247.04' LAND N/F OF THE STORM WATER MANAGEMENT SYSTEM WILL PROVIDE FOR COLLECTION,TEMPORARY STORAGE AND INFILTRATION Q. After the project is complete,the owner/operator will be responsible for filing a Notice of Termination(NOT)with the NYSDEC to close out the open SPDES General Permit for the storm water runoff PROPOSED 51750 ROUTE 25 LLC OF RUNOFF THROUGH PRECAST DRYWELLS FOR A 2-INCH RAINFALL,IN ACCORDANCE WITH LOCAL REGULATIONS WHICH from the construction activity. SITE PLAN SANITARY SYSTEM S.F. RESIDENCE IS GREATER THAN THE WQV REQUIRED RAINFALL OF 1.5 INCHES, THE REQUIRED WQV IS 0.078 ACRE-FEET. THE R. Post storm water measures to be inspected bi-annual) Sediment and debris to be removed from storm water structures as necessary and landscaping to be supplemented and maintained as CONNECTED TO PUBLIC WATER PROVIDED RUNOFF STORAGE IS 0.107 ACRE-FEET. IN ACCORDANCE WITH THE NYS 2015 STORM WATER DESIGN MANUAL, P Y ry P 9 PP WE ARE REQUIRED TO PROVIDE AN RRV EQUAL TO OR GREATER THAN THE WQV. FOR INFILTRATION PRACTICES SUCH AS necessary. SCALE: 1°=30 PRECAST DRYWELLS,90%OF THE PROVIDED CAPACITY MAY BE APPLIED TOWARDS THE RRV REQUIREMENT. THE PROVIDED RRV IS 90%OF 0.107 ACRE-FEET OR 0.096 ACRE-FEET WHICH IS GREATER THAN THE REQUIRED WQV OF 0.078 Certifications: ACRE-FEET. Notes: "I certify that I have read or been advised of the permit conditions and believe I understand them. I am aware of the requirements of the SPDES General Permit No.GP-0-15-002 for storm water runoff from the construction activity and will comply with the preparation of the Notice of Intent(N01),Sedimentation and Erosion Control Plan and the Storm Water Pollution Prevention Plan." Owner/Operator: Name Date Operator/Engineer Certification: I hereby certify under penalty of law that the Storm Water Pollution Prevention Plan(SWPPP)has been developed in accordance with the New York State Storm Water Management Design Manual,the RECEIVEDNew York State Standards and Specifications for Erosion and Sediment Control,Best Management Practices as necessary to conform to USEPA Storm Water Pollution Regulations,and the terms and conditions of the New York State Pollution Discharge Elimination System(SPDES)general permit for storm water discharges from construction activities. APR 19 2023 Sign Name: John J.Condon,PE Title: Engineer Date I _ Southold Town Contractor Certification: Planning Board I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES")general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I am aware that there are significant penalties for submitting false information,that I do not believe to be true,including the possibility of fine and imprisonment for knowing violations APPROVEDBY Note:The Contractor and all sub-contractors must sign this Certification. Sign Name: Title: Date PLANNING BOARD Sign TOWN COMMENTS Address Phone REVISIONS TOWN O� SOUTHOLD Sign Name: Title: Date DATE I I2o�3 Address Phone ��-OF NEW y Sign Name: Title: Date10SEPH �.Q, Address Phone Sign Name: Title: Date Address Phone SF 081912 APPLICANT '�oF�ss�O�a�. S.C.T.M.: DIST.1000 SEC. 63 BLK.6 LOT 6.1, 6.2 FIRST UNIVERSALIST CHURCH OF SOUTHOLD PO BOX 221 FIRST UNIVERSALIST SOUTHOLD, NY 11971 Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD SWPPP Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by:JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Mattituck, New York 11952 SOUTHOLD, NY the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or (631) 298-1986 (631) 298-2651 fax Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date: 1/12/2023 STORM WATER POLLUTION signature and the date of such alterations,and a specific description of the alteration. www.condonengineering.com PREVENTION PLAN TO BE PROTECTED WITH A MIN.8'X 8'ENCLOSURE CONSTRUCTED AS PER FOLLOWING DETAIL AND WITH A WOOD SNOW FENCE TO BE INSTALLED AT A DISTANCE OF 6-9"OF RADIUS PER INCH DIA.(TRUNK DIA.)OR AT THE TREE DROPLINE WHICHEVER IS FURTHEST,AS REQUESTED BY TOWN OR VILLAGE ARBORIST. SYMBOL SAND BAG OR SYMBOL 2"X4"WOOD FRAME O MINIMUM LENGTH ALTERNATE WEIGHT OF 2"X4" III CONSTRUCTION SPECIFICATIONS 1.5'MAX. - FABRIC 2"x 4"WEIR ;,<:•,::><;-;-� / / \ -Z_ - 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING 2" STONE � STAKE CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. FILTER CLOTH 2"x 4" SPACER MIN.4'HIGH WOOD SNOW FENCE_\ -G �- WIRE MESH TO BE STAKED EVERY 8'O.C. T MIN. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, TREE TO BE _III= a APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED EROSION AND i; = D D .D ° PROTECTED =_=II III II :; SEDIMENT CONTROL PLAN. \\ D' ° _=� _ o:.. �� D INLET TO =IF=III �I a 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED PIPE I�II=II1011 I IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. / � 6 MAXIMUM SPACING / 1 OF 2"X4"SPACERS DROP INLET BURIED FABRIC(12" 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO GRADE) REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. WITH GATE ) I FRAME 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 2" "X 4 I I FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. ANCHORS --` eJ 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, pROgT• .ram 2"x6" PRESSURE 1 I m ^� SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO STONE 12" ST,. TREATED RAILS(TYP.) DRIVE STAKES SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED L!,�- I I A MIN. OF 18" IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 4"X 4"PRESSURE TREATED GATHER EXCESS BELOW GRADE 7. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES ::.2 .11 X 4 o CORNER POSTS(TYP.) AT CORNERS IN THICKNESS. CLOTH '� SPACER \ / 8. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN MESH PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2"x 4"WEIR CONSTRUCTION SPECIFICATIONS MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF N / SATISFACTORY FILLS. CONSTRUCTION SPECIFICATIONS OPTION: 1. FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY 9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL MECHANICAL 4"X 4"POST HOLDER BE USED FOR SHORT TERM APPLICATIONS. NOT BE INCORPORATED IN FILLS. 6'-4"MIN. 2'-0"DEEP 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 2. WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4" CONSTRUCTION ELEVATION PLAN JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF GRADE LUMBER. DEVELOPMENT. NOTE: METAL WITH A MINIMUM LENGTH OF 3 FEET. 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH PROTECTION MUST REMAIN UNTIL COMPLETION OF CONSTRUCTION. ANY GRADING(MINOR ONLY 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. ALLOWED)DONE WITHIN PROTECTION ZONES TO BE DONE WITH HAND TOOLS. MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. OR OTHER APPROVED METHOD. 4. THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS PROTECTION FENCE DETAIL 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. FINISHED GRADING. 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED NOT TO SCALE 6. A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE OF THE FABRIC FOR OVER FLOW STABILITY. 14. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. . MAXIMUM DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE BUILT UP BERM ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, FABRIC ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, U.S. DEPARTMENT OF AGRICULTURE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, LANDGRADI NG NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET 10'MIN. NOTE: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, SPECIFICATIONS NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION - 1. ACONCRETE WASH PIT SHALL BE INSTALLED NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION ON THE PROPERTY FOR EXCESS CONCRETE AND TO CLEAN CONCRETE EQUIPMENT AND TOOLS. 2. THE PIT SHOULD BE SURROUNDED WITH A 24" z HIGH SOIL BERM. 3. THE PIT TO BE LINED WITH HAY BALES ? SYMBOL WOVEN WIRE FENCE SYMBOL SYMBOL 4. PROVIDE A 24"X 24"WOOD SIGN LABELED FLOW (MIN. 14 GAUGE I 50'MIN. J EXISTING HAY BALE "CONCRETE WASHOUT PIT". W/MAX. 6" MESH PAVEMENT 3' I -- 5. THE PIT SHOULD BE EMPTIED WHEN 75% 10' MAX. C. TO C. SPACING -® S V ) 7 CAPACITY IS REACHED AND AFTER THE EXCESS CONCRETE CURES. 6". : MIN. �� � . . . �- 4"VERTICAL FACE �` 36" MIN. LENGTH FENCE EXISTING _� FILTER -� MOUNTABLE BERM MIN GROUND CLOTH (OPTIONAL) 16" CEIVED BEDDING DETAIL mE INTO GROUND. FRF POSTS DRIVENPLAN EXISTING NOT TO SCALE . . : 50'MIN R 19 2023DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW EIGHT O FILTER HAY BALE Southold ra; o H 18" MIN.F 10'MIN. �� tir 10'MIN. I BALE DIKE FOR SLOPES LESS THAN 25 . EXISTING BUILT UP BERM L_ I�nnin9 Board GROUND 6" MIN. /�/ �� . . .. 2• ANGLE FIRST STAKE TOWARDS Mon 12' IN. 2'MINEX.GRADEPREVIOUSLY LAID BALE. // 12'MIN.. PAVEMNT SECTION s PERSPECTIVE VIEW APP�®Vt® FLOW PLAN VIEW 10'MIN. CONCRETE WASH-OUT AREA DETAIL PLANNING BO�►RA BOUND BALES PLACED 36 MIN. FENCE POST -� WOVEN WIRE FENCE (MIN. 14 TOWN OF SOUTHO b ON CONTOUR. GAUGE /MAX. 6" MESH SPACING) WI H FILTER CLOTH DATE �,( l �' I2d23 2 RE-BARS, STEEL PICKETS 20"MIN. CONSTRUCTION SPECIFICATIONS OR 2"X2" STAKES PLACED FLOW 1 1/2'TO 2' IN GROUND. �- UNDISTURBED GROUND 1. STONE SIZE-USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE _ - DRIVE STAKES FLUSH WITH COMPACTED SOIL EQUIVALENT. 4 ANCHORING DETAIL TOP OF BALE. 16"MIN. 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A EMBED FILTER CLOTH NOT TO SCALE A MIN. OF 6" IN GROUND. 30 FOOT MINIMUM LENGTH WOULD APPLY). SLOPE STABILIZATION NOTES. SECTION VIEW 3. THICKNESS- NOT LESS THAN SIX (6) INCHES. 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE 1:3 SIDE SLOPES. CONSTRUCTION SPECIFICATIONS 4. WIDTH -TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 2. THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR 2/6/23 TOWN COMMENTS CONSTRUCTION SPECIFICATIONS POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE COMPANY,ARLINGTON,TEXAS(800-777-7645)OR APPROVED EQUAL. 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ENTRANCE TO SITE. REVISIONS ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED AS PER 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. MANUFACTURER'S RECOMMENDATION. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND OR STAPLES. POSTS SHALL BE STEEL EITHER "T"OR"U"TYPE OR HARDWOOD. I N�tVr PLACED SO THE BINDINGS ARE HORIZONTAL. 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- APPLICANT G SEPH O� 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS C � 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR SPACED EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. FIRST UNIVERSALIST CHURCH OF SOUTHOLD * 0 7. y Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education PO BOX 221 RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL 6" MAXIMUM MESH OPENING. 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL Law,Article 145,Section 7209,for any person unless acting under the direction of licensed - b-BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE SOUTHOLD,NY 11971PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY ALL Professional Engineer,Architect,or Land Surveyor, i �+ BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- ona neer, urveyor,to alter any in any way.If an item bearing � SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or `61 LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her F� 081912 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE MIRAFI 100X, STABILINKA T140N OR APPROVED EQUIVALENT. signature and the date of such alterations,and a specific description of the alteration. pFE�jS1��P\' ,PROMPTLY AS NEEDED. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE S.C.T.M.: DIST.1000 SEC. 63 BLK" 6 LOT 6.1, 6.2 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO 4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH Condon Engineering, P�C� FIRST UNIVERSALIST BULGES DEVELOP IN THE SILT FENCE. RAIN. Scale:AS SHOWN CHURCH OF SOUTHOLD ADAPTED FROM DETAILS PROVIDED BY: USDA- NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, 1755 Sigsbee Road SWppp NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STRAW BALE STABILIZED Drawn by:JJC 51970 MAIN ROAD (NYS 25) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, REINFORCED NEW YOR<STATE DEPARTMENT OF TRANSPORTATION, Mattituck, New York 11952 NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, CONSTRUCTION SOUTHOLD NY NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE SILT FENCE NEW PORK STATE SOIL&WATER CONSERVATION COMMITTEE ACCESS Date: 111212023 (631) 298-1986 (631) 298-2651 fax 2 www.condonengineering.com SWPPP DETAILS OFFICE LOCATION. MAILING ADDRESS: Town Hall Annexe � P.O. Box 1179 54375 State Route 25 � � `'„ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY k5 Telephone: 631 765-1938 www.southoldt ownny.gov IS PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 23, 2024 Mr. Ray M. Calamari, RA de Bruin Engineering, PC 1400 Old County Road, Suite 106 Westbury, NY 11590 Re: Approved Site Plan for First Universalist Church 51970 Main Road, opposite Tuckers Lane & Main Road, Southold SCTM#1000-63-6-6.1 & 6.2 Dear Mr. Calamari: The Planning Board has found that the requirements for the Approved Site Plan referenced above have been completed based on the site inspections made on July 12, 2024 and July 18, 2024, and the Planning Board work session on July 22, 2024. The site is in general conformance with the approved site plan entitled "First Universalist Church of Southold" prepared by Raymond M. Calamari, R.A., dated April 15, 2021 and last revised October 27, 2022, and the Planning Board supports the issuance of a Certificate of Occupancy. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, &..,., James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer OFFICE LOCATION: � ,� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 � �`' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) . gyp. �+ Telephone:631 765-1935 Southold,NY www.southoldtowuny.gov eoum PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 7, 2023 Mr. Ray M. Calamari, RA de Bruin Engineering, PC 1400 Old County Road, Suite 106 Westbury, NY 11590 Re: Site Plan Approval: Site Plan for First Universalist Church 51970 NYS Route 25, Southold SCTM#1000-63.-6-6.1 & 6.2 Zoning District: Residential Office— RO Dear Mr. Calamari: The following resolution was adopted at a meeting of the Southold Town Planning Board on February 6, 2023: WHEREAS, this proposed Site Plan is for the construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. There is an existing parish house and single-family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District; and WHEREAS, on August 20, 2018, information and materials were submitted for a Site Plan Application; and WHEREAS, on September 10, 2018, the Planning Board accepted the application as complete for review; and WHEREAS, on September 10, 2018, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action was a Type I Action pursuant to 617.4(b)(9); and WHEREAS, on September 14, 2018, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and First Universalist Church Pacie 2 1=ebrua 7 2023 WHEREAS, on January 28, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review, and WHEREAS, on March 17, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on April 5, 2021, the Planning Board accepted the site plan application as complete for review; and WHEREAS, on October 15, 2018 the Planning Board held and closed the public hearing for the proposed action; and WHEREAS, on December 3, 2018, the Suffolk County Water Authority (SCWA) issued a letter of water availability for the proposed site plan; and WHEREAS, on December 3, 2018, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on October 10, 2018, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on October 15, 2018, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on November 28, 2018, the Southold Fire District determined that there is adequate fire protection for the site; and WHEREAS, on November 14, 2018, the Southold Town Fire Inspector determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 16, 2018 the Suffolk County Planning Commission (SCPC) determined the proposed action to be a matter for local determination; and WHEREAS, on February 26, 2019, the Southold Town Zoning Board of Appeals (ZBA) granted Special Exception #7123SE with conditions; and WHEREAS, on March 13, 2020, the New York State Department of Transportation (NYSDOT) determined that a highway work permit is required for Case #82236; and First Universalist Church Page 3 Februa 7 2023 WHEREAS, on March 30, 2020, the NYS Office of Parks, Recreation and Historic Preservation determined that the proposed reconstruction action will have No Adverse Effect upon the Southold Historic District; and WHEREAS, on November 12, 2020, Stacy Paetzel, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on December 20, 2020, the SCDHS held a Variance Hearing for the proposed action; and WHEREAS, on January 25, 2021, the Southold Town Planning Board determined that with exception of a wastewater permit from the SCDHS and a Highway Work Permit from the NYSDOT, all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold were met; and WHEREAS, on January 25, 2022, the Southold Town Zoning Board of Appeals (ZBA) determined the revised site plan to be a de minimus alteration to Special Exception #7123SE and therefor no further review was required; and WHEREAS, on April 5, 2022 and April 14, 2022, Ray Calamari, authorized agent, submitted a revised site plan application for review; and WHEREAS, at a Work Session on April 25, 2022, the Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on May 12, 2022, Ray Calamari, authorized agent, submitted a revised site plan application for review; and WHEREAS, on May 25, 2022, the Planning Board determined that the revised site plan application shall be referred no less than the Historic Preservation Commission, Architectural Review Committee, Building Southold Building Department and the Office of the Town Engineer for review and comment; and WHEREAS, on July 21, 2022, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on July 21, 2022, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on August 9, 2022, Ray Calamari, authorized agent, submitted revised site plans for review; and WHEREAS, on November 30, 2022, Ray Calamari, authorized agent, submitted revised site plans for review; and First Universalist Church Page 4 February€7„ 2023 WHEREAS, on December 7, 2022, the Southold Town Historic Preservation Commission (HPC) issued a Certificate of Appropriateness for the proposed action as required; and WHEREAS, at a Work Session on December 19, 2022, the Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on January 17, 2023, Ray Calamari, authorized agent, submitted revised site grading and drainage plans for review; and WHEREAS, on January 23, 2023, the Suffolk County Department of Health Services (SCDHS) issued wastewater approval reference # C-20-0036 @ 1,603gpd for Church, Parish House and Apartment; and WHEREAS, the SCDHS required SCTM#63.-6-6.1 and 1000-63.-6-6.2 to be merged, resulting in a single parcel; and WHEREAS, on February 3, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on February 6, 2023, the Southold Town Planning Board determined that with exception of the items listed as conditions below, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met; be it therefore RESOLVED, that the Southold Town Planning Board hereby finds the application consistent with the Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby approves the merger of SCTM#1000-63.-6-6.1 & 6.2, as described above and required by the Suffolk County Department of Health Services; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "First Universalist Church of Southold" prepared by Raymond M. Calamari, R.A., dated April 15, 2021 and last revised October 27, 2022, and authorizes the Chairman to endorse the plans listed below after Conditions "A" through "C" below are met: G-001 SITE PLAN C-2 GRADING & DRAINAGE DETAILS G-002 LANDSCAPE PLAN SK1 -SK18 BUILDING RENDERING SL-001 SITE LIGHTING PLAN A-102 FIRST FLOOR PLAN A-301 NORTH &WEST ELEVATIONS A-302 SOUTH & EAST ELEVATIONS A-601 FINISH AND DOOR SCHEDULE C-1 GRADING& DRAINAGE PLAN First Universalist Church Page 5 February 7 262 Conditions to be fulfilled prior to endorsement of site plan & prior to building permits being issued: A. Obtain approval of a Highway Work Permit from the New York State Department of Transportation (NYSDOT) and provide one (1) print of the approved plan including the seal, stamp and signature of the NYSDOT. B. A use certification must be obtained from the Chief Building Inspector as required by Town Code. C. Certification from the office of the Town Engineer for compliance with Chapter 236 of the Town Code, and subsequent submission of at least five (5) revised site plans with original stamp, seal and signature of the NYS licensed professional preparing the plan. Conditions of approval (ongoing) 1. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. 2. Parkin All parking of vehicles associated with residents or visitors of the subject site parking shall be provided on site. No overflow parking is permitted on NYS Route 25. 3. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 4. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 5. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. First Universalist Church Page 6 February 7, 2123 2. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan If you have any questions regarding the above, please contact this office,. Respectfully, Donald tJilcenski Chairman Encl.. cc: Raymond Calamari, Authorized Agent Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: N44'M�" r-` M ° 1 pplicant Signature: ate: a 12� GENERATION 6247901-71: One Light Outdoor Pendant Dimensions: Diameter: 91, Overall Height: 53 1/4" Height: 15 21/32" Wire: 72"(color/Black) Weight: 4.9 lbs. Chain: 36" Mounting Proc.: Center Lock-Up Connection: Mounted To Box Bulbs: 1 -Medium A19 100w Max. 120v-Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards • Title 24 compliant if used with Joint Appendix(JA8)approved light bulbs listed in the California Energy Commission Appliance database. • Supplied with wire pre-laced through chain Material List: Collection: Crowell 1 Body-Aluminum-Antique Bronze _.._ .. 1 Chain-Steel-Antique Bronze i .ti; :�•..r -p{, Featured in the decorative Crowell collection : 1 Al Medium 100 watt light bulb Safety Listing: Safety Listed for Da np Locationj-"LP.",i i, .t . �j creme parchment glass shade Instruction Sheets: TOWN OF SOUTHOLD Easily converts to LED with optional replacement lamps Trilingual(English,S Meets Title 24 energy efficiency standards DATE I UPC#:785652107757 Finish: Antique Bronze(71) Shade/ Glass/ Diffuser Details: Part Material Finish Quantity Item Number Length Width I Height I Diameter Fitter Shade Top Shade Top Shade Top Diameter Length Width Diameter Shade Glass ICremeParchment 1 1 1 G560200-6060 I I 110 1121 5 11/16 Backplate/Canopy Details: Type Height/Length Width Depth Diameter Outlet Box Up Outlet Box Down Canopy 1 1 5 Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Frt.Class UPS Ship Individual 6247901-71 1 785652107757 11 11.5 18.25 1.336 6 175 Yes NJ Pallet 48 48 40 72 80 288 No NV Pallet 48 48 40 72 80 288 No RECEIVED APR 1 9 2023 I _ `—Soutnod Town Planning Board Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice.This literature depicts a product design that is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,is not to be copied,altered or used in any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort&Co brand. GENERATION 8247901-12: One Light Outdoor Post Lantern Dimensions: Diameter: 91, Wire: 6"(color/Black/White) Height: 17" Mounting Proc.: Post Weight: 4.7 lbs. Connection: Mounted To Box Bulbs: 1 -Medium A19 100w Max. 120v-Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards • Title 24 compliant if used with Joint Appendix(JA8)approved light bulbs listed in the California Energy Commission Appliance database. Material List: 1 Body-Aluminum-Black 1 Holder-Die Cast Aluminum-Black Safety Listing: Collection: Crowell Safety Listed for Wet Locations Featured in the decorative Crowell collection Instruction Sh ts: /� nPAOp i fs n 1 Al Medium 100 watt light bulb Trilingual(English, panish,and French Oi3vP8 4 IIU'f CRKfl PLANNING BOARD Satin Etched glass shade Easily converts to LED with optional replacement lamps TOWN OF SOUTHOLD Meets Title 24 energy efficiency standards SATE UPC#:785652107887 Finish: Black(12) Ljo_Q Shade/ Glass/ Diffuser Details: Part I Material Finish Quantity Item Number Length Width Height Diameter Fitter Shade Top Shade Top Shade Top Diameter Length Width Diameter Shade I Glass I Satin Etched 1 1 G560200-619 I 1 10 1121 5 11/16 Backplate /Canopy Details: Type Height/Length Width Depth Diameter Outlet Box Up Outlet Box Down Post 3 3 Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Frt.Class UPS Ship Individual 8247901-12 1 785652107887 20.25 11.25 11.5 1.516 6.3 175 Yes NJ Pallet 48 48 40 72 80 302.4 No NV Pallet 48 48 40 72 80 302A No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice.This literature depicts a product design that is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,is not to be copied,altered or used in any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort&Co brand. GENERATION 8547901-12: Small One Light Outdoor Wall Lantern Dimensions: Width: 61, Extends: 71/2" Height: 101, Wire: 6"(color/Black/White) Weight: 2.3 lbs. Mounting Proc.: Cap Nuts Connection: Mounted To Box Bulbs: 1 -Medium A19 60w Max. 120v-Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards • Title 24 compliant if used with Joint Appendix(JA8)approved light bulbs listed in the California Energy Commission Appliance database. Material List: 1 Body-Aluminum-Black Collection: Crowell Safety Listing: Safety Listed for Wet L Featured in the decorative Crowell collection Instruction Sheets: APPROVED BY 1 A19 Medium 60 watt light bulb Trilingual(English,Spa ish,and French) 990W8 47901-CRO) PL�MING BOARD Satin Etched glass shade Easily converts to LED with optional replacement lamps TOWN OF SOUTHOLD Meets Title 24 energy efficiency standards DATE UPC#:785652107924 l _I Finish: Black(12) 'Ph�x&x 0 Shade/ Glass/ Diffuser Details: Part Material Finish Quantity Item Number Length Width Height Diameter Fitter Shade Top Shade Top Shade Top Diameter Length Width Diameter Shade Glass I Satin Etched 1 G560199-619 7 1 3 15/16 Backplate/Canopy Details: Type Height/Length Width I Depth Diameter Outlet Box Up Outlet Box Down Back Plate 4 13/32 4 13/32 1 3/4 13 1/4 6 3/4 Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Frt.Class UPS Ship Individual 8547901-12 1 785652107924 13 925 8.25 0.574 3.1 175 Yes NJ Pallet 135 48 40 73 81,111 419 No NV Pallet 135 48 40 73 81.111 419 No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice.This literature depicts a product design that is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,is not to be copied,altered or used in any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort&Co brand. 1V Job Name: Client Name: AV POLES is LIGHTING RSS 43827 Division St.3 Job Location: Quote: Lancaster,CA 93535 - — -— Toll Free:(844)770-AVPL Fax:(661)945-2764- 1 1 Type: Quote Date-. sales@avpltg.com POLES & LIGHTING www.avpltg.com 3" ROUND STRAIGHT STEEL (0.120 Standard Wall) Drilled Mount w/Pole Cap or Tenon Mount 14' I 12' 10. I g I 3"x 5" Hand Hole w/Cover 6' Removable 2 Piece Base Cover SHAFT: Commercial-quality, hot-rolled,carbon steel tubing with a minimum . ■ O ■ ■ yield strength of 46,000 PSI,conforms to ASTM A500 grade B. DBZ BLK WHT GRY GRN GROUNDING: Provision; 3/8-16 Threaded stud welded to inner shaft FINISH: TGIC thermoset polyester powder coat finish is electrostatically wall opposite hand hole. Flat washer and hex nut provided. applied at a 3.0 mil minimum thickness. A five stage metal pretreatment process and sealer provide maximum corrosion resistance.The powder top HARDWARE: S304 stainless steel coat is baked in excess of 400 degrees for supreme endurance. POLE SCHEDULE E.P.A. DATA SCHEDULE Cahafp1oo booed m sustained wind lic—ts plus odditio"ol 1.3 mph gust. CATALOG POLE SHAFT WALL BOLT ANCHOR MAX. 70 MPH 80 MPH 90 MPH 100 MPH NUMBER HEIGHT SIZE GAUGE CIRCLE BOLTS FIXT.WT. RSS-083-1 1 8' 03" 1 1 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A RSS-103-1 1 10' 03" 11 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A RSS-123-1 1 12' 03" 11 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A RSS-143-1 1 14' 03" 11 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A ANCHOR PLATE - STL-1 Template ANCHOR PLATE:Fabricated from hot-rolled carbon steel plate conforming to ( ( 1 ASTM A36 meets or exceeds minimum ield stren th of 36,000 PSI.All welds 10.00 X 10.00 X 0.75 Anchor Plate y g0 8.00-1 1.00"DIA.Bolt Circle shall conform to AWS D 1.1. Base plate and shaft are circumferentially _ welded top and bottom. Bolt Projection ANCHOR BOLTS• �,__ Above Grade ` ANCHOR BOLTS: Fabricated from hot-rolled carbon steel bar with minimum Minimum......3.25" yield strength of 55,000 PSI. Bolts are fully galvanized and conform to Maximum......3.75" ASTM-F1554 A55. Each bolt is furnished with two hex nuts and two flat washers. BASE COVER 4"-6" BASE BOLT COVER: Two-piece standard full base cover is fabricated from • 4" heavy gauge quality carbon steel and pretreated with corrosion inhibitors. Provided with S304 stainless steel hardware. Spun and cast aluminum covers are available. 12" ,. HAND HOLE Pas HAND HOLE: Reinforced 2"x 4"hand hole is located 18"above base. Cover and attachment hardware provided. TENON OR DRILL MOUNT -0 TENON MOUNT: Available with 2.375"O.D.or 2.875"O.D.tenon OR • DRILL MOUNT: Removable top cap provided with drill-mount poles RECEPTACLE / OR / GFI-METAL COVER: 2 gang vertical GFI receptacle with NEC 2017 Section L 406.9(B)(1)compliant metal cover. GFI-WEATHER PROOF IN-USE COVER: 2 gang vertical GFI receptacle with In Use Non Metallic cULus listed cover. ORDERING INFORMATION AVPL-RSS - - - - - - - HEIGHT SHAFT SHAFT WALL MOUNTING GFI ACCESSORIES FINISH 8' 3" 0.120" PT23 GFI BEB DBZ 03"Round 1 1 Gauge 02.375"TENON with METAL COVER BANNER EYE BOLT DARK BRONZE 10, PT27 GFI CPLN BLK 02.875"TENON with WEATHER PROOF THREADED COUPLING BLACK IN-USE COVER 12' 1 @90 BA WHIT POLE DRILLING BANNER ARMS WHITE 14' 2@90 BH GRY POLE DRILLING BASKET HOLDERS GREY 2@180 FH GRIN POLE DRILLING FLAG HOLDERS GREEN 3@90 GALV POLE DRILLING GALVANIZED I 3@120 ' POLE DRILLING i 4@90 POLE DRILLING CONTACT CONTACT CONTACT FACTORY FOR FACTORY FOR FACTORY FOR ALL RAL COLORS HEIGHT OPTIONS DRILLING OPTIONS DETAILS AVAILABLE AV POLES&LIGHTING Job Name: Client Name: 43827 Division St. Lancaster,CA 93535 Job location: Quote: Toll Free:(844)770- 70-AVPL AV WHFax:(661)945-2764 Type Quote Date: sales@avpitg.com POLES & LIGHTING www.avpltg.com WEST HOLLYWOOD BASE (1 PIECE) DESCRIPTION The WH base is ideal for courtyards, pathways,municipal,and commercial decorative light pole applications. FEATURES Welds to 4"or 5"O.D.smooth or fluted round aluminum shafts. One piece corrosion resistant cast aluminum construction with minimum wall thickness of.250" Hand hole fabricated into base. 1 B' Stainless steel hardware. MAX TGIC thermoset polyester powder coat finish is electrostatically applied at a 3.0 mil nominal thickness. A five stage metal pre-treatment process and sealer provide maximum corrosion resistance.The powder top coat is baked in excess of 400 degrees for supreme endurance. Bolt Projection 015" 3.25"-3.75" 37.5" 10"B.C.D. ..�- SUITABLE FOR ANCHOR PLATE ANCHOR BOLT `I NIT DETAIL DETAIL P,'S" LOCATIOR8 ORDERING INFORMATION AVPL- - - - - - - BASE SHAFT HEIGHT SHAFT WALL MOUNTING FINISH ACCESSORIES WH 4S 10, .125" PT23 DARK BRONZE GFI 04'SMOOTH 02.375"TENON with IN-USE COVER 4F 12' .188" PT27 BLACK BEB 04"FLUTED 02.875"TENON BANNER EYE BOLT 5S 14' POLE WHITE CPLN 05"SMOOTH DRILLING THREADED COUPLING 5F 16' GREY BA 05"FLUTED BANNER ARMS 18' GREEN BH BASKET HOLDERS FH FLAG HOLDERS I CONTACT CONTACT CONTACT FACTORY FOR FACTORY FOR ALL RAL COLORS FACTORY FOR HEIGHT OPTIONS DRILLING OPTIONS AVAILABLE DETAILS HardiePlank° SELECT CEDARMILL°&SMOOTH Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' Thickness 5/16 in Exposure 4 in 5 in 6 in 7 in 8 in Length 12 ft planks Prime Pcs/Pallet 360 308 252 230 190 ,olorPlus Pcs/Pallet 324 280 252 210 — Pcs!SQ 25.0 20.0 16.7 14.3 12.5 SELECT CEDARMILL° 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' STATEMENT ✓ COLLECTION'" DREAM ✓ COLLECTION'" PRIME v/ ✓ V/ SMOOTH 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' STATEMENT COLLECTION- DREAM ✓ COLLECTION` PRIME V/ V/ ✓ BEADED CEDARMILL° BEADED CEDARMILL°&BEADED SMOOTH w got, 8.25 in Exnotj;E 7 in bolo ;5 210 Fes/Fake? 14.3 �_. STATEMENT COLLECTION" DREAM COLLECTION" BEADED SMOOTH PRIME '9.25 in widths do not feature the drip edge M"JANDERSEN'WINDOWS A DOORS Q Q t i l t� f Simulated Divided Light Simulated divided light offers permanent grilles on the exterior and and a choice of permanent or removable wood interior grilles, with no spacer between the glass. I I i f - j M'JANDERSEN WINDOWS & DOORS Q Q How to ' • • - Applying Interior Grilles for 400 & 200 Series Patio Doors 'LAY V I D E• Grille Profiles Exterior grilles and Finelight"A grilles are made of our Fibrex®composite material and will match the exterior color of your window or door. Interior wood grilles are available in unfinished or stained pine, oak or maple, or prefinished white. Grilles are available in widths ranging from 5/8"to 2-1/4". See your local dealer for availability. I f i Chamfer Ovolo Contemporary Finelight"A Contoured 3/4" wide Ovolo Finelight"A Flat Putty WOODWRIGHT° DOUBLE-HUNG FULL-FRAME WINDOWS Woodwright"Double-Hung Window Details Scale 11/2"(38)= 1'-0"(305)- 1:8 41/ 15h6"(33) I I 2 5/e^(67) db Headl;) Low-E4'Insulating Glass = 6 m r Jamb Lower Sash Jamb = _ C 0 21/4"(57) E - Low-E4`Insulating Glass 4) E °ga Meeting Rail Pine Stool a = 13/4"(44) m" 1/2'(13) 17/8" Clear Opening Width 1 /e" 00 2 3/e"(60) Sill Stop to Subfloor 1/a'(6) (47) HDimension Width (47) 1/<,(6) - 1/z"(13) Dimension MinRough Opening Width Sill Horizontal Sector Vertical Section Woodwright`Picture Window Details Scale 11/2"(38)= 1'-0"(305)— 1:8 (33) Jamb Low-E4'Insulating Glass Jamb - -- m 2 s/w"(65) Ig- d _ Z Law-E4'Insulating Glass c x c n Hsed Pine Stool ¢ 0 1 s/8"(41) N 5/8"(16) 15/16" 3"(76) Unobstructed Glass Width 3"(76) I � 2 3/8"(60) (33) 1/4" Unit Dimension Width 1/4" 1 -L-- 1/2"(13) (6) Minimum Rough Opening Width (6) i SIII Horizontal Section Vertical Section •Light-colored areas are parts included with window.Dark-colored areas are additional Andersen'parts required to complete window assembly as shown. •Minimum rough openings may need to be increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items.See Installation Information on pages 210-211. •Details are for illustration only and are not intended to represent product installation methods or materials.Refer to product installation guides at andersenwindows.com. •Dimensions in parentheses are in millimeters. 'Clear opening height dimension is less on arch,unequal leg arch and Spdngline`hung windows. 64 Urethane Crossheads(/urethane-crossheads.html) Door&Window Millwork(/door-and-window.html) Crossheads(/crossheads.htr IJ 27-INCH BOTTOM WIDTH X 30 7/8-INCH TOP WIDTH X 7 1/4-INCH H X 1-INCH P TRADITIONAL CROSSHEAD WITH TRIM by Ekena Millwork(/mm5/merchant.mvc?Screen=s&q='&prepend=filter.manufacturer=Ekena Millwork) 48 customer reviews I Ask a Question Item No.: CRH07X27 HEIGHT PROJECTION BOTTOM WIDTH TOP PROJECTION TOP WIDTH 7-'/4" 1" 27" 2-3/a' 30-'/e" CHOOSE SIZES AND OPTIONS... Size(Bottom Width x Top Width): 27" Bottom Width x 30 1/2"Top Width Live Chat *(1) • Non-Wood Corbels&Brackets(/non-wood-corbels-and-brackets.html) Corbels,Brackets,Rafter Tails(/corbels-and-brackets.html) PVC Brac tJ 0 0 2-INCH W X 6-INCH D X 6-INCH H STANDARD HUGHES ARCHITECTURAL GRADE PVC BRACKET by Ekena Millwork(/mm5/merchant.mvc?Screen=s&q=`&prepend=filter.manufacturer=Ekena Millwork) * 3 A A 1 customer reviews I Ask a Question Item No.: BKTP02X06X06HUG WIDTH HEIGHT DEPTH 2" 6" 6" CHOOSE SIZES AND OPTIONS... Size(Width x Depth x Height): 2"W x 6"D x 6"H v QUICK OVERVIEW h These brackets are truly unique in design and function. Primarily used in decorative applications PVC brackets Lan ma�Ce a dramatic difference in kitchens, bathrooms,entryways,fireplace surrounds,and more.This material is also perfect for exterior applications. It will HardiePlan k SELECT CEDARMILL°&SMOOTH 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' 5/16 in 4 in 5 in 6 in 7 in 8 in 12 ft planks 360 308 252 230 190 324 280 252 210 — 25.0 20.0 16.7 14.3 12.5 SELECT CEDARMILL° 5.25 in 6 25 in 7.25 in 8.25 in 9.25 in' STATEMENT ✓ ✓ m-Y COLLECTION'" _ DREAM ✓ ✓ ✓ ✓ COLLECTION'" PRIME ✓ ✓ ✓ ✓ ✓ SMOOTH 525 in 6.25 in 7.25 In 8 25 in 9.25 in' STATEMENT ✓ ✓ DREAM ✓ ✓ ✓ ✓ COLLECTION" PRIME ✓ ✓ ✓ ✓ BEADED CEDARMILL° BEADED CEDARMILL°&BEADED SMOOTH 8.25 in 7 in 210 14.3 STATEMENT COLLECTION'" DREAM ✓ COLLECTION" BEADED SMOOTH PRIME '9.25 in widths do not feature the drip edge *(/) • Columns,Capitals&Bases(/columns.html) Square Columns(/square-columns.html) IJ 10-INCH W X 8'H PREMIUM SQUARE NON-TAPERED SMOOTH PVC COLUMN WRAP KIT, STANDARD CAPITAL & BASE by Ekena Millwork(/mm5/merchant.mvc?Screen=s&q='&prepend=filter.manufacturer=Ekena Millwork) ****• 41 customer reviews I Ask a Question Item No.: CC1008ENPCSCS WIDTH HEIGHT DEPTH INSIDE WIDTH 9-%" 96" 9-%" 8-%" PRINT SPECS (hftps://www.pacificcolumns.com/php/column-builder/specs_columns_print.php? itemGroupSku=CC 1008EN PCSCS&IeadSource=architecturaldepot.com) CHOOSE SIZES AND OPTIONS... Column Dimensions: Live Chat 10" Width x 8' Height Column Shaft(Wraps up to a 8 3/8" square post) v Improvement#1 Home You're shopping Delivering to Fairfield,CT v 06824 v � 21 Search Carl 10 items b *OPEN until 10 pm Home / Building Materials / Moulding&Millwork / Appliques Internet#310318252 Model#P13P040X080X100F0S00 Store SKU d10D4518351 �19 Ekena Millwork (Brand Rating:4.0/5)O 1 in. x 4 in. x 8 in. PVC Standard Foster Plinth block Moulding with Square Edge d ***tt (2)v Questions&Answers(3) J Y A 9 L L LL C� O Hover Image to Zoom $895 Product Height(in.):8 a Product Width(in.):4 a How to Get It Delivering to:06824 1 Change Piro EVA Ship to Store Ship to Home Scheduled Delivery Pickup Get it by 0. 125" X 48" X 96" WHITE PVC TYPE 1 SKU: PVCWHT0.125EXT48X96 Item Weight: 23.4 Ib Sales Unit: EA 6A 0.125" X 48" X 96" White PVC Type 1 $118.73 Quantity 1 - 2 3 - 9 10 - 24 25 - 49 50 + Price $118.73 $106.86 $101 .27 $92.89 $89.40 Add Cutting to your order! just enter the finished size that you need cut from this item. We cut sheet, rod tubes and shapes of plastic.The cutting rate is based on the entire order and we charge by the cut. Pick the correct rate or your order will be delayed. Cutting Info TEST HOLE DATA SITE LOCATION 0 .' * ✓ a a� m EL 28.0 ........ on X✓ Tu ,{�a* ✓'" FINE TO MED.DARK CERS G r'"' ',v' `s Rrm ruRnGuial.AlVE'm ' �' oF`rxo Enn Na�T BROWN SILTY FINE yb ✓ s B 4.0` 0 INE 70 MED DARK z R OWN SILTY SAND ✓ SM 0. ar p',07 � IF> It ,✓ / r ` r,'r BROWN RUST t:=! ✓ / ✓✓; P BROWN FINE SAND (SW) ' FINE 8.0 LffJf ✓ ° FINE TO COARSE '� �04 �f, SAND(SW) 10.0' ✓ RUST/PALE BROWN / ✓ g. ¢,'( FINE TO COARSE ` ' ExA E Lr PALE BROWN SAND # DEPM OF 7RANIa'D. SOME-COARSE TO �g s oak F a r " LARGE GRAVEL ISM E .:... '`-- _,,,,,, xo PROPOSED i STDRY CHURCH 15.0' 6 O COARSE , $ UNfINIRECH R LY fl SPACE d,tl'� "a PALE BROWN SD SOME FINE G - J w Y i SMALL GRAVEL(SW) J ¢na �" By. n(ct J P A M FI BROWN SAND HT 22 6(EL.5A HIGHEST EXP.GROUNDWATER PER USGS WELL 5167.116780.1) LX CON0.4SlNa gYTwtAGuwrWl Rxx NDawaDsneaNeal C F w ,,..Pr ,D,)DDx. 3 SOME FINE TO 24.0(EL.4.0 GROUNDWATER ELEV.) x°r NBa"`a it LARGE GRAVEL(SW) 1127/22 REV.BUILDING x k oRD D DD,k AL, ,R000 EO,voE W. — 27.0' 1/25/21 NYSDOT COMMENTS oweaR °o12 P�o�oH Ako A N0 K TESTHOLE BY MCDONALD REC EIVEO 1111912020 NYSDOT COMMENTS bN&Eb wND Al iDPIgC..e NDWBLE �. A E O _ ----- '�� GEOSCIENCE DATED 10118/18 71612020 NYSDOT COMMENTS P � GROUNDWATER ENCOUNTERED AI7(� 1 3 ?022 REVISIONS —lAWG we Me YZG,' kEO IRAPE1 E.—RAV .1 '�" �,—DRPIEww1 ERx xRaw°a�Ak�.,* � 24'BELOW GRADE rmwaxD �' Pdl°S IDEPT OF TRANSP(b=ti'h'PTON PERMITSGROUP wale°navwncr—" a I MILE MARKER 0704 xROPo>aNDxA90¢ voe'&m@ 1850 '" rm.a'I u xE^RDw�(rrrl xceDrDaxnAkvxA6:r i �_ �� APPLICANT FIRST UNIVERSALIST CHURCH OF SOUTHOL LAND N DF PO BOX 221 s s"s. mDEN'cs"o SOUTHOLD,NY 11971 AESIDEwm AL CVRa Guns LOkaiED 6k SITE PLAN DONNEQED TD K�e wAEB yam remo.No sour.or PRmERm WdIe—velEExmEe—Den Mo S.C.T.M.:DIST.1000 SEC.63 BLK,6 LOT 6.1,6.2 Plans are prepared by Condon Engineering,P.C.It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed � .�,=so,a Condon Engineering P.C. FIRST UNIVERSALIST Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing ' CHURCH OF SOUTHOLD the seal of an Engineer,Architect,or land Surveyor is altered,the altering Engineer,Architect,or �, 1755 Sigkb6e Road 51970 MAIN ROAD(NYS 25) OF Mastuck,New York I Ia52 Land Surveyor shall affix to the item his/her seal and the natation"Altered by"followed by his/her 1 T signature and the date of such afterattons,and a specific description of the alteration. Ll.* 0 t�wlwwco�De a�gm�n&gfiomf NYSDOT PLAN lFp s' MAINTENANCE AND PROTECTION OF TRAFFIC NOTES: TUCir..�s 1. TRAFFIC CONTROL DEVICES SHALL BE AVAILABLE PRIOR TO THE BEGINNING OF ''y.Ci jj����� ,� MAINTENANCE OR CONSTRUCTION OPERATIONS AND SHALL BE PROPERLY �'�.X INSTALLED AND MAINTAINED DURING THE TIME THEY ARE REQUIRED,THEY SHALL REMAIN IN PLACE ONLY AS LONG AS THEY ARE NEEDED AND SHALL BE REMOVED ""`�•,,, / IMMEDIATELY THEREAFTER.WHERE OPERATIONS ARE PERFORMED IN STAGES "•" THERE SHALL 8E IN PLACE ONLY THOSE DEVICES THAT APPLY TO THE CONDITIONS '"""' ' END PRESENT DURING THE STAGE IN PROGRESS. ROAD WORK "'•",,,, // 2. MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES ARE TO BE IN 311-2C ACCORDANCE WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC DEVICES. 3. ALL SIGNS,DELINEATIONS AND GUIDING DEVICES USED TO MAINTAIN,PROTECT AND CONTROL TRAFFIC SHALL COMPLY WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(LATEST EDITION). 4. TRAFFIC CONTROL MAINTENANCE AND DEVICES SHALL INCLUDE BUT NOT BE LIMITED TO THOSE SHOWN HEREON.THEY SHALL BE SUPPLEMENTED AS ♦ REQUIRED OR AS ORDERED BY THE ENGINEER. ♦ 5. THIS MINIMUM MAINTENANCE AND PROTECTION OF TRAFFIC PLAN DOES NOT / l-----PROVIDE A S WIDE PEDESTRIAN RELEASE THE CONTRACTOR FROM HIS RESPONSIBILITY TO SAFELY MAINTAIN AND ACCESS AROUND WORK ZONE PROTECT TRAFFIC IN ACCORDANCE WITH ITEM 619.01.OTHER TRAFFIC CONTROL DEVICES THAN THOSE SHOWN ON THIS PLAN MAY BE REQUIRED TO SAFELY TRAFFIC CONE 25'SPACING(MAX.) MAINTAIN AND PROTECT TRAFFIC, 6. NO DRUMS,CONES,BARRICADES AND OTHER TRAFFIC CONTROL EQUIPMENT SHALL REMAIN IN A LOCATION WHERE THEY INTERFERE WITH OR BE DISTURBED BY A SNOW SITE LOCATION SAFE EMOVALO OF UNG CH DEV PERTION.THE WORK MUST E SCHEDULED TO AFFORD ICES WHEN NECESSARY, fir p/ A2 7, THE CONTRACTOR IS ADVISED THAT NO PAVEMENT EDGE DROP-OFFS WILL BE PERMITTED WITHIN TEN(10)FEET OF TRAVEL LANES.THE CONTRACTOR SHALL / SCHEDULE HIS OPERATIONS SO THAT ALL EXCAVATED WORK AREAS SHALL BE BACKFILLED TO GRADE AT CONCLUSION OF THE WORK DAY. / VARIABLE WORK ZONE � w a'i ♦ 1/27/22 REV.BUILDING ♦ 1 111 9/2 0 2 0 NYSDOT COMMENTS 71612020 NYSDOT COMMENTS SIDEWALK SIDEWALK REVISIONS ♦ LEGEND CLOSED CLOSED i° SIGN �— ass ,,,.--PROPERTY LINE VARIABLE WORK ZONE + CONE ► ---_..._ _ _ _ .� '`' FLAGGER Oro SIDEWALK _ " WORKAREA UTILITY STRIP �- s tt TYPE III CONSTRUCTION BARRICADE wiara �` W4-13D TYPICAL SIDEWALK CLOSURE DETAIL V5�4, W11-1 S.C.T.M.:DIST.1000 SEC.63 BILK.6 LOT 6.1,6.2 Plans are prepared by Condon Engineering,P.C.It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed FIRST UNIVERSALIST W6-1C W16-1 Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If an item bearing -e.s. Condon Engineering,P.C. CHURCH OF SOUTHOLD the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect,or u..4 X 1755 Slgsbee Row 51970 MAIN ROAD(NY$26) OF Land Surveyor shall affix to the item hisfer seal and the notation"Altered by"followed by his/her N AWK New Yon<r1952 MAINTENANCE&PROTECTION OF TRAFFIC DETAIL signature and the date of such alterations,and a specific description of the alteration. m ,aamn a57}2s&igesls0,",— NYSDOT PLAN w)298-1 tloneng1)29-2661 GENERAL NOTES NYSDOT NOTES: 1. ALL LANES MUST BE OPEN TO TRAFFIC ON ROUTE 25 BEFORE 10 AM AND AFTER 3 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS, THE TOWN OF SOUTHOLD,NEW YORK STATE DEPARTMENT OF TRANSPORTATION AND THE SUFFOLK COUNTY NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL DEPARTMENT OF HEALTH SERVICES AS REQUIRED. FROM THE STATE PERMIT INSPECTOR, 2, BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUNE 15,2016. 2. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE STATE VERTICAL DATUM IS APPROXIMATE NAVD 88. PERMIT ENGINEER REGARDING APPROPRIATE LOCATION OF SNOW STAKE SLEEVES. B THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL 3. AFTER CONSTRUCTION,SIDEWALKS AND RAMPS MUST BE EVALUATED FOR AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. COMPLIANCE WITH CURRENT ADA STANDARDS.THE PERMITTEE OR HIS DESIGNATED"DESIGNER OF RECORD"SHALL FIELD VERIFY THAT THE PEDESTRIAN 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED FEATURES(RAMPS,SIDEWALK,ETC.)WERE CONSTRUCTED TO CURRENT ADA BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. STANDARDS NYSDOT EB 16-012 AND SUBMIT ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED.THE FEATURES THAT DO NOT COMPLY WITH ADA 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK, REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION, 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL 4. PAVEMENT RESTORATION SHALL BE IN KIND,MINIMUM WIDTH OF ASPHALT UNSUITABLE MATERIALS OFFSITE.DEBRIS SHALL NOT BE BURIED ON-SITE. RESTORATION SHOULD BE 4'FOR PROPER COMPACTION.ADD 1 FT OVER CUT FOR TOP COURSE, 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER 5. ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. CONDITIONS SHOWN ON THE PLANS, 6. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN 8, ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI(28 DAY STRENGTH CONCRETE. PLACED. 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. 7, THE THICKNESS OF THE CURB RAMPS SHOULD BE A MINIMUM OF 6"AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3"TOP COVER.THE RAMPS 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO SHALL HAVE 5X5 LANDING. PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC.THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM 8. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. IMMEDIATELY ADJACENT TO THE NY SITE FRONTAGE DURING AND AFTER CONSTRUCTION AS ORDERED BY THE STATE ENGINEER, 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST, 9. ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AASHTO,ADA NATIONAL MANUAL OF UNIFORM 12. LOT AREA:53,962 S.F.OR 1,239 ACRES TRAFFIC CONTROL DEVICES WITH THE NYS SUPPLEMENT(MUTCD,NYSDOT HIGHWAY DESIGN MANUAL,AND THE POLICY STANDARDS FOR THE DESIGN OF 13. THERE ARE NO WELLS WITH 150'OF THE PROPERTY. ENTRANCES TO STATE HIGHWAYS,ROAD IMPROVEMENT PLANS MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS,FOR MORE INFO,PLEASE GO TO www.dot.ny.govfpennits. 10. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE 1l REV.BUILDING SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS,FOLLOW 11I19I2022020 NYSDOT COMMENTS PRECAST STRUCTURE NOTES. GUIDELINES OF OUR UTILITY HANDBOOK,BLUE BOOK TITLED,'REQUIREMENTS FOR 71612020 NYSDOT COMMENTS THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS REVISIONS 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'.THE APPLICANT SHOULD CONTACT MR.LUIS GARCIA(631-727-1731,Luis.Gartcia@dot.ny.gov)FOR FURTHER DIRECTIONS AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS.THE UTILITY L ,y CONDITIONS AS SHOWN ON THE PLANS. HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. REPLACE ANY CRACKED OR DAMAGED SIDEWALK WITH NEW 6 WIDE CONCRETE 2.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED, 11, SIDEWALK. " k \ CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING. ^ 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE SITE MEET $,C.T.M.:DISTA 000 SEC.63 BILK 6 LOT 6.1,6.2 ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW Plans are prepared by Condon Engineering,P.C.It is a violation of the New York State Education YORK STATE DEPARTMENT OF TRANSPORTATION. Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed H COndOn En ineerin ,F,C. FIRST UNIVERSALISTProfessional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 9 9 CHURCH OF SOUTHOLDthe seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or 1755 Sosbae Rad 51970 MAIN ROAD(NYS 25) OF Land Surveyorshall affix to the Item hlsmerseal and the notation"Altered by"followed by his/her alawwAR,New von 4651 TIsi nature and the date of such alterations,and a s ecific descri tion of the alteration. (637 29�i 966(631)29&2651 Tax 9 P P OonenAUeednA.cam NYSDOT PLAN 6"MIN. SIDEWALK THICKNESS ACROSS DRIVEWAY WITH WIREFABRIC-MW19 WIRE 6"O.C.EIW WITH 3"MIN.TOP COVER ry,'Lp ,�ptrV 4 . 0,0?aNyF Sa' SIDEWALK RAMP RAMP SIDE----,, �Ak 90'CORNE �HOU(OfR SIDEWALK— ,..�51�„wc ~� �µ. "�., WARNING STRIP(ISURFACE D DE OBT,B)LE OPTION B: GRADED EARTH f ANGLE aTy `� (TYP) CONCRETE APRON BUFFER ZONE- RAMP- o'PLAN VIEW RAMP DRIVEWAY PAVEMENT-- EDGE OF SIDEWALK .NEW FLUSH TRA FAIVEMENO 2 1 12 SIDEWALK ti NYSDOT TYPE 2 DRIVEWAY ENTRANCE MINOR COMMERCIAL ONLY 7" -WELDED WIRE MESH NO SCALE -SIDEWALK CURB RAMP 7.0" ITEM 6060101 4'-0"SIDEWALK DRIVEWAY SECTION A-A NORMAL ELEVATION NEW CONC.CURB il4"/FT....�. _....._ "r—."(FT — ____ _......_. FL R MIN. 1 FL PAVEMENT tl4 SIDE FLARE RAMP SIDE FLARE FLOWLINE 1127122 REV,BUILDING SCORE MARK 'f= 11/19/2020 NYSDOT COMMENTS 1 R �.. �7 ""art.-----..- __..__ -_-`- 7(6l2020 NYSDOT COMMENTS 6"I REVISIONS 7" WIRE FABRIC-MWI9 WIRE NEW CONC.CURB- SLOPE1!47FT-3/4"IFf 6"O.C.EAN SECTION B-B - DRIVEWAY GEM 8.0103N HANDICAP RAMP DETAIL ' ITEM 608.0103 DRIVEWAY SECTION RAMP SIDE OPTION B: GRADED EARTH NOT TO SCALE Plans are prepared by Condon Engineering,P,C.It is a violation of the New York State Education S.C.T.M.:DISL1000 SEC.63 SLK.6 LOT 6.1,6.2 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed COI1d011 E0gII1BBCllig P.C. FIRST UNIVERSALIST Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing "�'"'" e CHURCH OF SOUTHOLD the seal of an Engineer,Architect,or land Surveyor is altered,the altering Engineer,Architect,or o,e w„c 17558 gsbee Road 51970 MAIN ROAD(NYS 25) OF Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Matted New YoA 11952 SOUTHOLD. signature and the date of such alterations,and a specific description of the alteration, a�,mnoxo (631 298-^986(631)2982651 fat 9 p p d.—illovedog.— NYSDOT PLAN / /j. a ,,�'% "+r nRYWE A Y � V"/�a N ♦ •y.�,y.rA V ,•,, ,fi,�rvm eM%9WGQ6fx6'Prtcn9NiTC" ,,y �O� -> p�j j .w.PPl'XI�.W PtlM A .J✓',"'. \P / 1t wsoro m ��'.'� 1 eW cnoErt�tg^E �f ✓ `�",� ^6 n� INAN% "ry6. '\ ✓�,�+"`� t MaW xR.}��N1� �`�� �1 � f e �VgM' l"<� .�^^•M I ` c c. 'x E Iwbxdi w _'"M P PROPOSED YA OWTS /"� TEwa6Kt+vwN y ,,�"'✓^"' �ERMUT POSEDWATER E SERVICE "B f .eat rs FROM THE DOT WATER SERNCE"BY / �` /' '�0TS"UNDER SEPARATE11,111HIONWAYWORK 1 3 '•� T '* ,p 4F•'I_`'"',`.. PR0PS. iR 1M58RfD 08k01, TUCM= LANE FUR N (ME 1T F4F9�= "..,.5,T... d "s PROPOSED KITCHEN wleal / 1 �Nar.wasre LNN Eu,raw rrb�izi i SEWAGE DISPOSAL aN nPNN LINE EL as SYSTEM �I EX.CATCH BASIN WITH CURB FIFA ErO REMAIN 9 Wlea.lp cmMea " (END CURti'1(T RUCTURE) e I 91"W.rx£MiCN GHAdYIss N6gTITn'aMT P— E III ,�7 sfMslat reumnatle mMzas s.Dr ewmvacl P. o^ "` T EX.CUR a 2aes tt xe erex wiEol®co es Ca a' a WM 6A fiL "n 1/27/22 REV.BUILDING 11/19/2020 NYSDOT COMMENTS 8yy rvnPaNwro �. rmxtmuasanavwvxl ${N I PROPOSE * ^,2x'a i W(LOftEnnMTFd@4T MG BD2Bs 0- "n; NNCC 7t612020NYSDSI COMMENTS ENCH DRAIN I , 1 ry "k I s a � REVISIONS EX CURB_, 4 . I( IMM , � . 'k'P, �.._. " _. VOX WNco OR— PROPOSED ELEOTR(Q SERNCE a a+' ewM''oeew oxrwEu k 10 sw` :'N"`M^}:.P 1 '','%" w eLonEo cPaiE "BY OTHERS"' EpARATE UTILITY RIONWAY PERMIT PIS THE xwPn.iP,a store PaPwuroelw:a pR4,7P45EO — roNxexM _LAND N/r OF _ VI BEEen eAriVEAk T w mTEM CPaTE wr Daxaax r. N'rvsDOD'n v asa INVt&9 MOT STTED ROUTE 26-LC .ELill n10.E016TYDANMMNOBM IIA OWrS INV AS }r /� vd.uME.t,tNCF S.F.RESIDENCE r/ CONNECTED TO PUWC WATER Plans are prepared by Condon Engineering,PC,It is a violation of the New York State Education S.C.T.M.:DIST.1000 SEC.63 BILK.6 LOT 6.1,6.2 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed FIRST UNIVERSALIST {� Professional Engineer,Architect,or Land Surveyor,to after any item in any way.if an item bearing srel.:r=w'a Condon Engineering,P.C. CHURCH OF SOUTHOLD V the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or as 1755Sigsbse Rond 51970 MAIN ROAD(NYS 25) OF Land Surveyor shall affix to the Rem his/her seal and the notation"Altered by"followed by his/her Ma1GWck New Yorx 11952 SOUTHOLD. signature and the date of such alterations,and a specific description of the alteration. omv.,m2tl4o (631)29&1986(631)298-2651 fax www.condonorp-dng.com NYSDOT PLAN -NUN EDGETHICKNESS Hc VARIES 11.4�MIN, ITEM 609.0401 REM DESCRIPTION SNOW STORAGE STRIP (TYPEACUREU 203.01 UNCLASSIFIED EXCAVATION AND EMBANKMENT SEQUENTIAL NUMB 009.0401 CONCRETE CURB TYPE A TO BE PROVIDED '0 M SZ17, (SEE HYRUM STANDARD 61101 SEEDING BY VAST SHEETS FOR ADDITIONAL REGIONAL LAND SURVEY RP I INFORMATION) 1/4" 1W PER FOOT VARIES-4'MIN. TACK COAT BETWEEN ALL LIFT$.REM 407.0101 RIP SARUM EXISTING PAVEMENT M 0- VARIES OXMIN MILL IT MIN.INTO EX PAVEMENT 48-1138 �3 SLOPE TO MATCH EXIST COUDZiNTS L-ITEM416.04 EX,4-CONCRETIF SIDEWALK EXISTING CONCRETE PAVEMENT Rey to TOPSOIL AND SEED ITEM 612. TO BE LEFT UNDISTURBED. A,0 TOP COURSE�ITEM 402.0172OR OF RAW NOTES: 2 PT ASPHALT CONCRETE BINDER COURSE 1, CAP BE FLUSH TO SURFACE. ITEM 402 0179OR PERMANENT SURVEY I. DEPTH 10 BE INCREASED BY REGIONAL PER IT TO 8-(3 1-11 8) W MARKER TOP VIEW 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WIT H CONCRETE. IN AREAS WITH HIGH TRUCK TRAFFIC. TASPIALT S%01U11R REIDNSTR111111 TO BE TAKEN GROUT SHALL THOROUGHLY COATED WITH ZINC CHROMATE LINE ELEVATION ,HE.S NGLONOITUDiNALJOINTOFIHE PRIMER,7W 4, 2. SHOULDER SUPERRAVE As-HALT PAvEmFBF CALCULATION COMPOSITE PAVEMENT. BASED ON 2.9 MILLION ESAL.COUNTS PER NYSOOT PAVEMENT 6-SUBBASE COURSE TYPE VHOT MIX ASPHALT BASE COURSE(2)3-LIFTS,ITEM 402255901 3. REBAR SHALL BE DRIVEN WITH A BELONG CAP ACCEPTABLE TO THE MANAGEMENT EXISTING CONCRETE PAVEMENT TO BE LEFT UNDISTURBED. EIC AND DESIGNED TO PREVENT"MUSHROOMING'OF THE TOP OF THE REBAR DURING CITING SILICONE SEALANT is NOT REQUIRES F THE R.O.W.MARKER CAP 13 F17ED WTI I A PREFORMED PLASTIC INSERT, SIDEWALK&SHOULDER PAVEMENT CONSTRUCTION BRONZE OR BRASS FURNISHED BY CONTRACTOR 4. ACCEPT FHE MARXER CAP IS APPROXIMATE.OTHER SHAPES WILL NOT TO SCALE BE AT D IF THEY CONFORM TO THE MINIMUM WRIGHT AND (N.Y.S.ROUTE 25 R,OA) 0 SIMEN ONS GIVEN IN THE MARKER CAP DETAIL THE MARKER CAP SHALL ATTIGHT YTOTHEREPAR.MARKER CAPS WHICH MAYBE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE EFFORT 1-OMIRANCHOR WILL NOT BE ACCEPTED. WITH EM EDDED OR AnACHEDMAGNET 5. LENGTH OF REBAR MAY BE REDUCED AGBE.IF AN OBSTRUCTION WI 1AGH CANNOT HE PENETRATED IS ENCOUNTERED.HOWEVER,THE LENGTH OF THE SHANK WILL NOT BE LESS THAN 2'4'IN HARD, DENSE OR STONY SOIL.REBAR TO BE EPDXY COATED. PERMANENT SURVEY MARKER ELEVATION DETAIL 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR PERMANENT I-R -44FR SURVEY MARKER IS IN PLACE,THE EXCAVATION SHALL BE 1112-TYPE 51 F ASPHALT WEARING COURSE 6" BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS SECTION 2033T 5'FILL AND BACKPILL S,AND DIRECT BURIAL 3 1/2'TYPE 51 RX DENSE GROUND AT RUCTURES,CULVERTS,PIPES,CONDUITS, BINDER COURSE 01FA11 CABLES". TOPSOIL AND SEED 109v^ 9. PERMANENT SURVEY MARKER -6-ST*A81LI S (SEE DETAIL) ROUND OFF TOP 60 (ITEM 2SB) 3-TO 4.FERROUS -THAT WATERWILL ANCHOR ROUGH 114F METAL NOTSTAND BITUMINOUS SEALER !j_ FURNISHED BY THE CONTRACTOR I NATIVE MATERIALS MAY BE USED FOR THE SUBBASE CURB NOTES: SHEET METAL FOR BE IF IT IS DETERMINED TO BE ACCEPTABLE B M MAY FREE RFORA, FABRICATED USING SHEET METAL FOR BACXFILL `RRlS DIACGU DETAILED NAVE"COMPRESSIVE STRENGTH OF 4.000 Psi AT 28 SGREWS OR OTHER SATISFAC DRY MATERIAL ENGINEER.THE SUBGRhDE MUST BE PRE . SPECIFICATION,STRENGTH AND UNSUITABLE MATERIALS AND COMPACTED TO 1/27/22 REV.BUILDING FASTENERS (SEE NOTE 6) 95%MAXIMUM DRY DENSITY. 2,CONCRETE SHALL BE A MONOLITHIC POUR. 11/1912020 NYSDOT COMMENTS 4 3.MAXIMUM SPACING OF BITUMINOUS EXPANSION JOINTS TO BE 2WOD. 4 ALI ERNATE PAVING SPECIFICATION: 7/6/2020 NYSDOT COMMENTS 7 TOP WEARING COURSE,4'THICKNESS,COMPACTED 4.CONCRETE TO CURE 14 DAYS(MINIMUM)BEFORE ROADWAY PAVINGCLASS-A�C014CREIC STONE BLEND&6'STABILIZED BASE. CAN BEGIN. REVISIONS ON-SITE CONCRETE CURB TYPE A AND UNDISTURBED TYPICAL PAVEMENT SECTION THREE 113'0(MINT EARTH REBAN 3'r LONG SPACED NOT TO SCALE EQUALLY li 1 1/2"MIN.COV • 1%3" Plans am prepared by Condon Engineering,P.C.It is a violation of the New York State Education S.C.T.M.:DIST.1 000 SEC.63 EILK.6 LOT 6.1,6.2 1 PERMANENT SURVEY MARKER Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed FIRST UNIVERSALIST INSTALLATION DETAIL Professional Engineer,Architect,or Land Surveyor,to alter any item in any way,If an item bearing Condon Engineering,P.C. 6 the seal of an Engineer,Architect or Land Surveyor is altered,the Sharing Engineer,Architect,or CHURCH OF SOUTHOLD ,"cj 175581TOA Row 51970 MAIN ROAD(NYS 25) OF CAST IN PLACE PERMANENT SURVEY MARKER Land Surveyor shall affix to the temi his/her seal and the notation'Altered by'followed by his/her Matfluck,Now York 11952 SOUTHOLD,NY A. -1986(0)298,2661 TAX signature and the date of such alterations,and a specific description Of the alteration, _PO (631)298 —Aid—rai,AAFAS.. NYSDOT PLAN 7 BUFFER 20NE RAMP.. C1P'Is* w Ss*W11 ORwCONNCCREETCE DRIVEWAYSALT SIDEWALK RAMP SIDE OPTION B: GRADED EARTH f4 llgf ll r i', {SEE NOTE 1/27/22 REV.BUILDING «. ry p;°°°° """"" yFY 11/19/2020 NYSDOT COMMENTS CORNER ANGLE IN 7I612020 NYSDOT COMMENTS ° C REVISIONS SIDEWALK (TYR) ✓ ��� G ,y r^ r°^ "; �k Plans are prepared by Condon Engineering,P.C.It Is a violation of the New York State Education Law,Article 145, , y <1 ,p^ "' Section 7209,for any person unless acting under the ,<,°° C7<t direction of a licensed Professional Engineer Architect,or Land Surveyor,to alter any item in any way,If an item bearing the seal of an Engineer,Architect,or Land s'' '`+','"S,✓^° ° ,,,"''""� Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation "Altered by'followed by hismer signature and the date of b zz TYPE 2 DRIVEWAY ENTRANCE such alterations,and a specific description of the alteration, Qa p ' MINOR COMMERCIAL ONLI pc$ pµ NOTEi SEE RADIUS METHOD OF LAYOUT ON SHEET 3 S.C.T.M.:DIST.1000 SEC.63 BLK.6 LOT 6.1,6.2 Condon Engineering, IRST UNIVERSALIST �y Nrs. P.C.P•C. CHURCH OF SOUTHOLD pi t755,New Ye* 51970 MAIN ROAD(NYS 25) OF )2WI9k,Naw Ywk11952 u»re.iavzuzo 1a31)29&t9ee(eet)29&2e.lax 7 www.99oa9a999�aaaa99.9am NYSDOT PLAN OFFICE LOCATION. MAILING ADDRESS: Town Hall Annexe � P.O. Box 1179 54375 State Route 25 � � `'„ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY k5 Telephone: 631 765-1938 www.southoldt ownny.gov IS PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 23, 2024 Mr. Ray M. Calamari, RA de Bruin Engineering, PC 1400 Old County Road, Suite 106 Westbury, NY 11590 Re: Approved Site Plan for First Universalist Church 51970 Main Road, opposite Tuckers Lane & Main Road, Southold SCTM#1000-63-6-6.1 & 6.2 Dear Mr. Calamari: The Planning Board has found that the requirements for the Approved Site Plan referenced above have been completed based on the site inspections made on July 12, 2024 and July 18, 2024, and the Planning Board work session on July 22, 2024. The site is in general conformance with the approved site plan entitled "First Universalist Church of Southold" prepared by Raymond M. Calamari, R.A., dated April 15, 2021 and last revised October 27, 2022, and the Planning Board supports the issuance of a Certificate of Occupancy. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, &..,., James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Southold Town Plannin Board Work Session — Ju ly 22 2024�Pa Project Name; Kalagiros StaCut`chog'u'e dr Subdivision I SCTM# 1000 95 16 1 Location 18365 CR 48...._. _.__...___.__,, Description: This standard subdivision proposes to subdivide a 4.28-acre parcel into two lots where Lot 1 equals 2 acres and Lot 2 equals 2 acres in the Agricultural Conservation Zoning Distract. Sta Action: Conditional Preliminary Plat Approval Action: Review for Final Pl at Completeness . Attachments. Staff Report Loect Name Evans Standard Subdivision SCTM# 1000 1Q7 3 2� ._ I ..__.w... ,_ _W.. cation. 1050 Greton Court, Mattituck Description, This p� _ . ....a. __. ._,. ... ..................w__.._..w . - ... Descri p . proposal is for the standard subdivision of a 5.68-acre parcel into 2 lots, where Lot 1 is 1.5 acres, and Lot 2 is 4.18 acres in the R-40 Zoning District. .Pending_ ...Action: _. Review for Conditional Sketch Plat Determination Attachments: Staff Report _ _.rv.. .. ... _. .............. ._...... _0 ,Project Name: First Universalist Church_ ...._ ch SCTM#: 1000-63 6q6 1 970 Route 25, Southold Location: 51 ..._ . _ _ _.. ...._..w_............. Description: This proposed Site Plan is for the construction of a one story 3,950 sq, ft. place of worship and 34 parking stalls. There is an existing parish house and single-family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Status: Apprct.� .._ Action: Review for CO Attachments Staff Report w ."I Oi ... .._ _w_..M.M._..... o.-®__q�Warehouses ...r _ � .._ .w__ ... ....i 22 3 1 9 Location:ame: Cardinale1950 Main Road eMatti ehouses SCTM# 1000 1 tuck Description: This site plan is for the proposed construction of two 2-story commercial I warehouse buildings (Building 1 totals 8,640 s q. ft., and Building 2 totals 11,040 sq. ft.) with related parking area on a ±1.78-acre parcel in the B Zoning District. 1.Status: New Application Action W �µw Review for Completeness Attachments Staff Report - � ......... _ . �. _._ .. p m...... _.... ...... ..... .... ......... _.... _. Southold Planning Department Staff Report Site Plan Application Work Session — Review for CO Date July 22, 2024 Prepared By: Brian Cummings I. Application Information Project Title: First Universalist Church Applicant: "First Universalist Church of Southold" Date of Submission: October '17/resubmission August '18/Approved 2023 Tax Map Number: 63.-6-6.1 & 6.2 Project Location: 51970 Main Road Hamlet: Southold Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.2 acres (53,972 sq. ft.) Building Size 3,950sf, previously 4,446 sq. ft. and 6,816 sq. ft. This approved Site Plan is for the construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. There is an existing parish house and single-family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. III: Analysis 1. Approved: a. 3,950 sq. ft. (from 4,446sf) place of worship b. Two (2) Fuji Clean I/A systems required by SCDHS on site for sharing between the parish house and church; and, the single family dwelling and church. c. Parking stall layout of 34 stalls including 2 ADA and 6 grass pavers, rain garden recharge areas, 22' wide curb cut access with expanded turning radius to NYS Route 25. d. SCDHS required the two parcels to be merged, resulting in a single parcel. e. NYS Department of Transportation Highway Work Permit f. Historic Preservation Commission — Certificate of Appropriateness 2. Site Inspections by Staff (see photos) on July 12th and July 18th (lights) 1 a. Parking; 26 standard parking stalls and two (2) ADA compliant parking stalls constructed as approved. Low/mountable curb constructed for area of six (6) overflow grass paver spots. i. Dumpster Enclosure not complete, but constructed in approved location. b. Si nag : approved traffic and ADA signage installed as approved on site plan and DOT permit. Main Signage not complete. c. Landscaping: installed as approved d. L tines: installed as approved with one exception: i. Foot candle values for all fixtures, except the fixture constructed on the corner of the wall, measured values ranging between 1.5fc and 2.5fc —this is consistent with the approved photometric plan. ii. Fixture mounted on the corner of the wall measured foot candle values in excess of 5.Ofc. This fixture should be replaced or removed in order to be Code compliant. V: Items to consider: 1. Support the issuance of a Certificate of Occupancy (CO) for the place of worship based on the analysis above. Conditions of approval (ongoing) 1. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. 2. Par inq: All parking of vehicles associated with residents or visitors of the subject site parking shall be provided on site. No overflow parking is permitted on NYS Route 25. 3. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 4. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 5. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. 2 • !'K WC)(DE)WC)RKS 631.298.7900 S VAT' Southold Town Planning Board RECEIVED Town Hall Annex Building JUN 2 4 202 54375 Route 25 _..mM a�uffi& 6%W W... . PO Box 1179 Southold, NY 11971 Planning Board_ 3. 6 - 6. 1 +6.2. June 241", 2024 To Whom It May Concern: The 1st Universalist Church of Southold project located at 51900 Route 25, Southold has been completed and we would like to move forward with the final inspections as per Brian Cumming's discussion via phone call today with me. Please advise if there is anything else that you will need from our office for the work session. Thank you in Advance, Rachel Terry Office Manager, North Fork Woodworks, Inc. PO Box 1407 Southold NY 11971 * Telephone: 631.298.7900 * Fax: 631.298.7899 * rachel@nfwoodworks.com Submission Without a Cover Letter > RECEIVED YtlY Sender: RaUn2\ --7-6cot MI .,. 066616 -[own-" pianning Board Subject: ��6S�C U,Of \P,(3cAk'SA c�urC SCTM#: 1000 - 8 lQ .�. Date: 41 a 3 Comments: T, \ ' \ N l5 lJ�� \ WCxI,(-Pecr,,A- (IyS OPeRved SLAP -7-Aaf6 I r 'PERM 42(09/09) State of New York Department of Transportation Highway Work Permit Permit No.: 20221082236 Date Issued: 03/30/2023 dI Project ID No.: Expiration Date: 03/29/2024 *Permittee 1: *Permittee 2: FIRST UNIVERSALIST CHURCH OF NORTH FORK WOODWORKS, SOUTHOLD INC P.O.BOX 221 P.O.BOX 1407 STREET 810 TRAVELER SOUTHOLD,NY 11971 SOUTHOLD, NY 11971 Emergency Contact: SCOTT EDG TT Emergency Contact: SCOTT EDGETT Emergency Number: 631-298-7900 Emergency Number: 631-298- 7900 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO ENTER,OCCUPY AND CONSTRUCT DRIVEWAY,SHOULDER,SIDEWALK,CURB RAMP,CURB,PAVEMENT MARKING, SURVEY MARKER&OTHER INCIDENTAL WORK ALONG WITH NY25,MMS 25 07041609-1610 AS PER ATTACHED PLANS AND SPECIFICATIONS.ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE CURRENT NYSDOT STANDARDS AND DETAILS&OSHA GUIDELINES.ALL WORK,PAVEMENT,SIDEWALK&ROW RESTORATION SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER.ANY DISTURBANCE TO PEDESTRIAN FACILITIES WILL REQUIRE THE APPLICANT TO COMPLETE SIGN AND DATE THE CRITICAL ELEMENTS CHECKLIST OR IF NECESSARY NONSTANDARD FEATURES JUSTIFICATION.SEE WWW.DOT.GOV FOR REFERENCED FORMS.THIS HWP IS ONLY VALID WITH CURRENT INSURANCE COVERING NYS.SCTM: 1000-06300-0600-006001 THE PERMITTEE 1S RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE CURRENT ANSI 107 CLASS 11 OR CLASS M(AT NIGHT)STANDARDS AND A HARD HAT MEETING THE CURRENT ANSMSEA Z89.1 TYPE 1,CLASS C OR IF WORKING WITHIN CLOSE PROXIMITY TO ELECTRICAL POWER LINE, CLASS E OR G. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041609 25 07041610 as set forth and represented in the attached application at the particular location or areas, or over the routes as stated therein, if required; and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 03/30/2023 Commissioner of Transportation By: ��M.T.Vijay Vijayendr n IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Christopher C Williams,PE,Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed,in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. * Upon completion of the work within the state highway right-of-way authorized by the work permit,the person, firm, corporation, municipality,or state department or agency,and his/her or its successors in interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Permit Fee: $550.00 Return Deposit to: NORTH FORK WOODWORKS,INC Insurance Fee: $0.00 Address: P.O.BOX 1407 Total Fees: $550,00 810 TRAVELER STREET SOUTHOLD, NY 11971 Amt Rec'd 1: $5%00 Check Num: 1194 Check Date: 21-JAN-23 App 2 Bond#: NY6142329 App 2 Bond Amt: $15,000.00 UOF: App 1: No App 2: No Attachments and additional requirements to this highway Work Permit include: Perm33-COM Commercial Access Highway Work Permit Application and Checklist PERM 41-ld-Method of Performing Work within the State Right of Way Other-Attach 1 Approved Plans END OF ATTACHMENTS "PERM a2(09/09) State of New York Department of Transportation Highway Work Permit Permit No.: 20221082236 Date Issued: 03/30/2023 m Project ID No.: ,r. Expiration Date: 03/29/2024 Return this page to: Christopher C Williams, Permittee 1:FIRST UNIVERSALIST CHURCH OF PE,Resident Engineer SOUTHOLD 1900 Old Country Rd P.O.BOX 221 Riverhead NY 11901 SOUTHOLD,NY 11971- UPON COMPLETION OF WORK AUTHORIZED,THIS PAGE OF THE PERMIT MUST BE COMPLETED,SIGNED BY THE PERMITTEE, AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed.Refund of deposit or return/release of bond is requested. DATE PERMiTTEE AUTHORIZED AGENT(if any) TO BE COMPLETED BY NYSDOT: Work authorized by this permit has been satisfactorily completed and is accepted. Inspection Report must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Unable to meet schedule as specified in bid proposal ❑ Amount charged against Bond may be released. ❑ Retain bond for future permits ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER ❑ Mailing address of refund has been verified. If different,list new address: The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed ❑ Bond returned/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYSDOT ❑ Other DATE REGIONAL TRAFFIC ENGINEER INSPECTION REPORT For each Highway Work Permit issued,inspections will be performed.The following report must be completed for each site visit, indicating the date,inspector,and hours spent on inspection.if the total inspection time exceeds 1 hour,then a FIN 12 (PERMIT INSPECTION FOR DEPARTMENT SERVICES)is REQUIRED. INSPECTION REPORT LOG HOURS WORKED BY DATE HOURS Inspector Name Date Inspected Regular Overtime Regular Overtime Inspector Name Date Inspected Regular Overtime Regular Overtime Inspector Name Date Inspected Regular Overtime Regular OWN Overtime Complete hours for each date inspected. Add regular hour numbers across rows,and then overtime hours across rows. Add hour columns down for total hours of permit inspection time. COMMENTS/OBSERVATIONS: I HEREBY CERTIFY THAT THE INFORMATION CONTAINED ABOVE IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. NAME TITLE —S Dates: 5/5/2016 BEFORE WORKING WITHIN THE YOU MUST CALL PERMIT INSPECTOR Mr. Diego Aucaca -R vera AT: (631) 727-1731 Address: Residency 03 -- Suffolk East 1900 Coullly Road 58 Riverhead NY 11901 PERM 414d 14186) METHOD OF PERFORMING WORK WITHIN THE STATE HIGHWAY RIGHT OF WAY '.I. GENERAL CONDITIONS These conditions and regulations apply to Highway Work Permits authorizing work within the State highway right-of-way for water mains,gas mains,sewer lines and miscellaneous structures. General conditions apply to telephone and telegraph installations as well as specific conditions on the setting and resetting of poles.These conditons,and any special conditions which '.....are added to this form,are enforceable by the Department of Transportation. A. TIME 1. Work under the permit shall be commenced within thirty(301 days from the date of permit issuance unless a later starting date is approved by the Regional Traffic Engineer. B. REQUIREMENTS All the current requirements of the following shall apply:Occupational Safety and Health Administration,Federal Department of Labor,Safety and Health Standards 129 CFR 1926119101; Part 131,Title 17,New York Code of Rules and Regulations,Accommodation of Utilities Within State Right-of-Way;New York State Department of Labor,Industrial Code Rule 23,Protection of Persons Employed in Construction and Demolition Work;Industrial Code Rule 53,Construction,Excavation and Demolition Operations At Or Near Underground Facilities. Temporary sail erasion and water pollution controls shall he used as required.The final decision on the method of underground installation will be made by the Regional Director or his representative. 1. Work Within Pavement and Shoulder Areas a. Installations that cross the pavement and shoulder area.Wherever practical,all underground installations shall be placed beneath the pavement and shoulder areas without disturbance to these paved surfaces. 1) Boring,Jacking,and Tunneling Methods DESIGN a) The location of all excavations(jacking pits,etc.l shall be shown in plan and profile. b) The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The location of all other existing utilities shall be shown. all The construction equipment and procedures to be used shall he described in the permit application. e) The design of all excavations,including ground and surface water control where necessary,shall he made available for review by the Department. f) The underground installation shall be described in detail,i.e.size,length,depth,material,provisions for grouting,etc. •- g) Pipes shall generally be enclosed in sleeves or larger pipes.Small diameter services 12 inch I.O.or smaller)may be placed without sleeving at the discretion of N.Y.S.O.O.T. Id The limits of an open excavation shall not be closer than 10 feet to the edge of the pavement unless approved by the Department.Open excavations shall be protected with the requited controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transporta- tion,Manual of Uniform Traffic Control Devices. CONSTRUCTION a) Grouting operations may be required if surface settlement,loss of sail or voids around the pipe develop.When grout is required,it shall consist of 1 part cement '.. to 2 parts sand,by volume,and sufficient water to produce a consistency suitable for placing the grout. bl Backfill of open excavations shall be as required under 2.) 0 Open Excavation Method, 2) Open Excavation Method DESIGN al The location of all pavement crossing by the open excavation method shall be shown in plan and profile. h) The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. '.. c) The location of all other existing utilities shall be shown. d) The design of all excavations,including ground and surface water control where necessary,shall be made available for review by the Department. e) When requested,the construction equipment and procedures to be used shall be described in the permit application. '.. f) Pipe installations shall he done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York Slate Department of Transportation's Standard Specifications including addenda.Exceptions will only he allowed it prior approval is granted by the Regional Sails Engineer. g) Pavement shall be saw cut at termination points of pavement replacement. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required.Pavement surfaces that become undermined shall he cut back and removed.Alternative repair methods may be used if prior approval is granted. b) The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described '.. in Section 200,Earthwork,New York State Department of Transportation's Specifications,including addenda. c) Generally,cuts shall be filled at the end of each working day.With prior approval,steel cover plates may he used.Recessing of these plates may be requited. d) Temporary pavements and shoulders shall be placed as soon as a crossover installation is completed. b. Installations that are longitudinal to the pavement. 1) Open Excavation Method DESIGN a) The location of all open excavations shall be shown in plan and profile. h) The sail profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The design of all excavations,including ground and surface water control where necessary,shall be made available for review by the Department, d) The location of all other existing utilities shall be shown. e) Pipe installations shall he done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications, including addenda.Exceptions will only be allowed if prior approval is granted by the Regional Soils Engineer. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will he required.Pavement surfaces that become undermined shall be cut back and removed.Alternative repair methods may be used H prior approval is granted. Id The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200,Earthwork,New York State Department of Transportation's Specifications,including addenda. c) Generally,cuts shall be filled at the end of each working day.With prior approval,steel cover plates may he used.Recessing of these plates may be required. all Permanent or temporary pavement shall be placed immediately as sections of the total installation are completed to subbase elevation.Gravel surfaces in shoulder areas may he used if prior approval is granted. 2) Boring,Jacking,and Tunneling Methods DESIGN a) All the requirements of B.I.a.1.)DESIGN a)through g)shall apply. CONSTRUCTION a) All the requirements of 8.1 a.1.)CONSTRUCTION a)and bt shall apply. b) Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transportation,Manual of Uniform Traffic Control Devices. cl The requirements of B.1.b.1.)CONSTRUCTION di,shall apply. 2. Work Outside the Pavement and Shoulder Areas a. Open Excavation Method DESIGN a) All the requirements of B.I.b.1.)DESIGN shall apply. b) Open excavations shall be protected with the requried controls for safety and far the maintenance and protection of traffic in accordance with the Newyork State Department of Transportation,Manual of Uniform Traffic Control Devices. CONSTRUCTION at The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200,Earthwork,New York State Department of Transportation's Specifications,including addenda. ICI PERM 41-1d 14186) REVERSE b. Boring,Jacking,and Tunneling Methods a) All the requirements of B.1.a.1.)DESIGN a)through 11 shall a 1. ld Open excavations shall be protected with the required czrntrms�for safety and tar the maintenance and protection of traffic in accordance with the Now Yolk State Department of Tionsportatiorm,Manual of Oil Poor Tro In:Control Devices. CONSTRUCTION a) All the requirements of B.I.a,1.1 CONSTRUCTION shall Mo. C. SUBBASE,PAVEMENT AND SHOULDER REQUIREMENTS(including manholes) 1. Subbase ro, The subbase course shall be a rnmormirn at 12 inches Huck miles$Millions approved.The material shall meet the requirements of current Department of Transportation subbase course item as silicified by the Regional Sitil E I It. Under the parent,construction winch adywinotor affects the i the pavement structure shall be corrected by the addition of surface or subsurface drains,as required. 2. Pavement and Shoulders 0. permanent The replaced pavement shall be similar to the existing pavement in composition and texture.The!,selection of the material type and compositan shall be subject to the approval of the Regional Director or his ropresamalrvo.The limit of pavement replacement shall be such that the replaced pavement is supported by thoroughly compacted subbase material and the pavement is restored to the proper grade,cnissislaino and Smoothness. When bituminous concrete mixtures are required for the pavement replacement,the layers shall consist of one or a combination of mixture types contained in Table 401.1, Composition of Biturniterm;Plant Mixtures in Section 401 of the New York State Department of Transportation's Specification,including addenda.The mixture shall be placed at the proper temperature,without segregation,and compacted thoroughly. When Portland cement concrete mixtures are required for pavement raplaeamrmmt,.the mixtures shall consist of either Class C or Class F as contained in Table 501.3,Concrete Mixtures in Section 501 of the New York State Department of TriensporlaIian's Specifications,including addenda.Class F is a high early strength mixture and should be used when early opening to traffic is desired. The concrete mixtures shall be placed without segregation,then causalklanal,finished to the proper elevation,and textured.Canine the concrete pavement shall be in accor- dance with one of the methods permitted in Section 502 pertaining to Contra. Pavement shoulders,curbs,gutters and other incidental features shall be replaced in kind unless otherwise approved by the Regional Director or his representative. It. Temporary i Pavement that is replaced temporarily may be paved with either a hot bituminous concrete mixture mentioned above at a cold Idiumnion patching mixture,When a cold patching mixture is used it shall consist of aggregate and bituminous material propornioned and eased!a a biloonfitious inionott plant at totaling paddle shall inignsill.Regardless which patching mixture is used it shall be laid on a prepared foundation and thoroughly compacted.Spite cold bituminous patching mixtures are subject to distortion by traffic,the temporary patch shall be maintained to provide a smooth suftlite until the pavement is pannarriently replaced, 3. Manholes Manhole frames and covers shall have sufficient structural adequacy to support the roadway traffic.The type of manhole flume and cover shall be approved by the Regional Director or his representative.The manhole flame shall be set flush with the surface of the roadway unless otherwise petruitted by His Regional Duration,or his representative. 0. MAINTENANCE AND PROTECTION OF TRAFFIC 1. Traffic is to be maintained at all limes during the progress of this work and Policies fir signs,barricades and hillits shall be provided in accordance with the provisions of Sub-chapter H of the N.Y.S.Department of Transportation's Manual of Uniform Traffic ControlDevices,A and protection of traffic plan may be required.No lanes shall be closed without prior approval, 1 2. The applicant sholl erect and maintain suitable barricades around all trenches W'hrfir work is in progress fur the protection of the public,and they shall be suitably lighted by yellow lights at night.The walk shall be carried on in such manner that not home than 100 feet of branch in earth remains open at end of day's work. 3. No pavement cuts are to be left unfilled over night,except in emergencies,and'in such cases,adensuafla precautions must be exercised to protect traffic.Prior approval must be obtained to use steel plating. 4. No construction materials or equipment shall be left an the shoulders or provem"I after working hours,nor shall any construction equipment or material be placed in any manner or location that will obstruct highway or railroad warning signs. 5. All open branch in the highway right-of-way shall be barricaded.There shall,bi conspicuously displayed bright red flags no less than 24"x 24"attached to such barricades and illuminated at night with flashing yellow fights.If in the judgment of the onsanative of the Commissioner of Transportation,flagman are necessary,they shall be employed by the limmiltee and an duty at all times during the progress enact of the work so as to direct traffic and maintain yellow flashing lights, etc.on 6. Soft shoulder signs of adequate size,not less than 24"square,shall be and maintained on all backlill trenches within the shoulder area until the backfill is thoroughly settled.These signs shall be located at the beginning of each section of woril at intersections and at a distance not greater than 1000 feel apart. 7. During winter conditions highway shoulders shall be maintained free of obstructions which would interfere with snow removal and ice control. 8. The pernniflual she#keep the traveled way free of foreign objects such as rocks,timber and other ifirmis;that may fall from transporting vehicles.Spillage of material carried by nor dropped from the under-carriage of any carrying vehicle resulting from the p murtim's hauling operaturvis along or across any public traveled way shag be removed immediate- ly and such traveled way,both within and outside of the work limits,shall It a kept free of such spillage by the parmithim. E. COMPLETION OF WORK 1. All work is to be performed in a manner approved by the Resident Engineer l�'f the State Department at Transportation, 2. All disturbed areas shall be returned to their original condition in one Y to the Commissioner of Transportation or his representative be a no' h"', 3. The patients shag he required to restore shoulders and ditches and clean 's",,Way as his war I k progresses.All driveways shall be restored with material in kind and to theft original conditions. 4. All surplus earth and rubbish shall be cleaned up and removed train he highway 1194-f way upon completion of live work,and the highway left in a neat and orderly condition. 5. As built plans showing final grade of new inshollation and existing molintimmul , installed shall be provided to N.Y.&D.D.T.if variation from approved design plans le'd-nis.a. occurred during construction. F. NECESSITATED FUTURE WORK 1. The applicant agrees,That any present or future injury to at disturbance of the highway,its Slopes or Butters,caused by placing mains and service pipe shall be repaired by the applicant at his own expense and in accordance with the requirements of the State Department of Transportation. 2. 11 necessity arises In the future homes of the work on the State Highway system andlor its structures,requiring the removal,relocation or replacement of the installation authorized by the permit,said work shall be done as directed by the Commissioner or his repratuntalivo,and all cost and expense so Incurred shall be the obligation of the sold pensifithoo or his successor in interest If. TELEPHONE-TELEGRAPH INSTALLATIONS A. SETTING OF POLES 1. All poles shall be set outside the ditch lines so that the proper drainage at the highway will not be interfered with,In case it is impracticable to set poles so as not to interfere with the flow of water in the ditches,the shoulder,ditch and space around the poles shall be paved by the applicant to protect against wash. 2. There shall be no obstruction to private driveways,connecting highways or roads,paths or sidewalks. 3. In case it is found necessary to trim trees within the boundaries of the highway,the least possible amount shall be done,and in all cases the consent of the abutting property owflot most be secured belore the Poles are set and totes trimmed. 4. Pulse SW be of sufficient length to provide a clearance of not less IWO eigirloon tool between the wire slid the entwo of the highway,Order live worst comitifilicis of temperature and loading.They shell be set in line and property#In I guyed,No guying to trams,unless by special permission of xrvvtmsr.Special precautions shall be taken an curves and where lines cross from one side at highway to the whoc Poles shop be straight,sound,and the fittings shelf be of sufficient strength to carry wires under the worst condition of loading(ice,wind,etc). I 5. Where telegraph and telephone Woes class high tension power lines,electric J'ilhl or trolley wires,special precaution shall be taken to maintain proper clearance under the worst condition of harlinualure and loading. B. RESETTING POLES I. It Its only onto$in future,because of work on the highway,to relocate,replace or reset Poles,cables or conduits,said work shall be delta at the expense of the applicant. III. SPECIAL COZ311H)IIS I i A. to addition to the alaurnamottorred conditions,if it is found necessary by this Department to add to or otherwise modify the same,it is to be understood such changes shall form a part of the permillMod be compiled with immediately upon notice. IV. ADDITIONAL SPECIAL CONDITIONS AND SKETCHES-See Attached Sheet. PERM 33-COM (04/15) New York State Department of Transportation RECEIVED Commercial Access highway Word Permit FEB 0 7 2021 Application and Checklist PERMITS C C WS DEPT OF TRMSp0 TNON INSTRUCTIONS FOR USE The PERM 33-COM Application and Checklist is used to apply for a Commercial Access Highway Work Permit. It is designed to provide applicants with step-by-step design guidance and other information needed to generate a complete and accurate plan submission at each stage of the permit review process. A complete and accurate plan submission will allow NYSDOT to review and approve the permit more quickly. Applicants should complete the required section(s) of this application/checklist at each of the three stages of the review process,and it should be submitted along with plans to the appropriate Regional Permit Coordinator(RPC). The RPC will review the plan submission and notify the applicant when the submission is complete and ready to move into the next stage of review,or may respond with comments and recommendations that the applicant must address before resubmitting. Contact information for Regional Permit Coordinators can be found at +' Any exceptions to the standards or requirements identified here must be noted in the comments section,with any justification attached. The checklist must be printed and signed,and submitted with plans. It is recommended that applicants save the document on their computer to be updated with each submission. Stage 1: Initial Proposal Review Questions 1.1 to 1.7 Pages 3-6 Stage 2: Design Review Questions 2.1 to 2.14 Pages 7-15 Stage 3: Final Submission Review Questions 3.1 to 3.10 Pages 16-19 EXPEDITED REVIEW FOR A COMMERCIAL ACCESS HIGHWAY WORK PERMIT If your proposed commercial access project meets certain criteria, an Expedited Review of the application may be available. Go to Lyly5y.d ot,n ygoyn its-e r vi ew to find out if your project meets the criteria necessary to be processed as an Expedited Review. If your project meets these criteria, contact the Regional Permit. Coordinator for further guidance on developing your submission. Review Stage Date Submitted Date Received Applicant to check one Applicant to identify date NYSDOT to identify date . . Initial Proposal Review Design Review Final Submission -OR- ��Il' , r'1 Expedited Review ( r � f RESPONSIBILITIES OF PERMITTEE PURSUANT TO HIGHWAY WORK PERMIT NOTE:FAILURE TO OBTAINA PERMIT OR FAILURE TO COMPLY WITH THE TERMS OF A PERMIT MAY RESULT IN THE DEPARTMENT HALTING THE ACTIVITY FOR WHICH A PERMIT IS REQUIRED UNTIL A.PERMIT HAS BEEN OBTAINED,OR UNTIL ADEQUATE CORRECTIONS HAVE BEEN MADE, 1.LIMITATIONS ON USE:The specific site klentified In this Highway Work Pam se,and only that silo Identified„wll be available for use by Permamet only for the purpose stated in this Permit and onty an the data()and for the duration designated In this perrnlf.This Pormk drams not auf Loin,any iiridngeesent of federvaL,state or loser laws or oxildfatells,N 6dm6tad to the ardent of the authority of NYSDOT and is transferabie and assignable duty with khan wdWn consent of the Cornmissioner of Transportation,The Commissionor reseaves Owe right to modify fees and to revoke or annul fha Permit at any tsn% Of hiSfirer discretion without a hem or due necessity of showing caea$e. 2.CONDITIONS OF USE:NYSDOT makes rwrr aftirmation that the ska*s owraod SOO used for 0so wreak;has been designed,constructed,or maintained for the purpose of the conduct of the work,Trre Permlffea assaames fudL rempaarssNlaliky for planning,and conducting a acts and ow dy project that does not expose worker$or true pubes to any unreasonable hazards and drat lnwtves a minirnal disruption cal'rho normal uses of than state and dor;at highway aysi ams.it abaft be the safe obligation of'rhe Poneritlee to dater mina wturthar trio she Is saalfak to for the purpose Of safely/cnndusliog the work, The Parrwhtee assumes at responsibility for assuring that the aria of the isgivosyliaeoporty conforms Bra applfcabfe requirements of law,Infuding„but list denied to time set forth h armlrs Posses ea agreas to asscra kxwa Phenc:e with New York State Labor Law,Industrial reguiatidns and OSHA regulations and da assure the salrity of all workers who autl be engaged to do the permitted work", 3,INSURANCE COVERAGE:Permittee must have the Insurance that Is required for the type and extent of the work being performed.To comply with this requirement,an applicant must furnish the Department with one of the lidlawing(For further information,see Section 3,17„or go to www.drst.ny.goevApermkts insurance): • A consoeturd Certificate of fnaurance,nwldencing dso requited types and Unths ofinsusanca coverage,with the New York Static Department of Transportation named as an additional Insured ram 010 commetclai general tiabil2y policy,An Industry standard ACORD 25 torn(with ACCM 855 New York Construction Cortiticaae of Liability krsurance Addendum)is acceptable e4dence of the aasguired coverage.Certificate Holder shousid be indicated as New York State Department of Transportation,with the address of Use Issuing mgloraf afTlc the kwsuxranoo cerhffaa,°ate. e.. • Municipalities,Pubtk:Ulindes,Tmnspodation cogeri otions,Public Service Corporations and Railroads nuaay pmvtdo a fully executed UndertakingAAgreement as oars apBomatiwo to gzrowLd#ng ,L COMPENSATION AND DISABILITY INSURANCE COVERAGE.,Pormtftno is required to have comapensation insurance and deribdidty,coverage as noted in the provisions of the Worker's Compensation Law and Agh Mandatory thereof for the entire period of the panne,or the permit wit be invalid,AppRoamt must pfssnrLde proof of coverage(Forth C-105.2,U-26.3 or SI-12 for Worker's Compensation,and DBA 20.1 or DS-155 for Disahlitir Rcrro6ts),or IsmVider Poo(of exemption from this regal'ternere(Form CE-200), 5,INDEMNIFICATION:Permittee agrees that,In addltWon to any protection afforded to NYSOOT under any available insurance,NYSOOT shall not be lL'abie for any damage or fnjufy to the Permiftee,Its agents,emplOYM,of to any other peraw,or to any property,occurring on the site or In any way associated with PenniflVa"s actfvfdes or opetatlonc wholuer undertaken by PamaitteWs own farces or by centime,for or other agents working on Permittee"s boh0 To the hrIN st exiont pormltecf by Law,the Peardlis e agrees to defend,Indemrlty and hold haarmess the State of Now York,NYSDOT and their agents from and against a1 kdaims,damages,lostses and expenses,Including but not BNrrited to attormoys'fees,arising out of any dah,Wndurift but not I'tamited to r,lakos for porsonal Lnjunesr,property damage or wrongfui death and/or onviv rmental slakmss,in any way associated with the Pernidee"s a�IivBtfes or optromtlona„no matter how r4rusod. 6.NOTIFICATION:The following should be notified at the appropriate time as shown below: • Cormmistillwad'of'T"ransportation,through they NY'SDOT rmgronat office,one week prior to w*ormanendt i work. • Area gas rtstrltaaatora.72 hours prior to any Wasting, • Utility crxnpanies with faaffes in work areas,before Sterling week On accordance with Indusklei Code 53). • PormiS$3rorn frsxrn utility oonspany maaet Lae obtaNuasd Bofors yanmaaworudrwg work atfemOng the ufl t s'facildes. • NYSOOT"foyyioara6$dgrmt malstenarace shop,3 days prior to sfarunp weak(taal0c$ignsd work) • ADO"4 rjkarwnd olp aa„sd cons t rsL aw ad-ward, d return oafgGnN spy of permlfi to Residert Engineer. 7,SITE CARE AND RESTORATION.,,A bond,deposit(bank cashior's check),or a Letter of Credit,in an amount designated by the Department of Transportation.may be mgaafmd before a permit is issued,in order to guarantee restoration of the site to Its original condition,A fully executed Undertaking Agmeenesnt may be accepted as an alternative security,where appttcaode„ If the Department Ls obliged'to restore the site to its original condition,the costs to the Departmentwill be deducted from the amount of the Pernittee's deposit at the conclusion of the work.Costs in excess of One bondIdeposit on file will be billed directly to the Pen ttlee.If Permittee posts a Letter of Credit,the Department may elect to have a contractor restore the$fits,and issue a draft drawn against ffte Letter of Credit as payment. Anyone wodtlrig widwdn.state Ilglwray right-of-way wlt wear high viailsi ty appuraraf and hard twat sueeting ANSI Class 2 mquitemorer. No unnecessary obstruv3kun is to be Lek on the pavement at the state tdghway,right„of'-way„or In such a poWboru as co Nock waralmfi signs during nonworking hours. No work shad be done to obstruct drainage or onset creeks,wand trairses or estacass oawha tea state Nghway right„sst.way. All false work must be rarmoved and all axcavmattons must be filed in and restored to it*aaatisrfectlon of Use Resident Engineer or his designee. 6,COSTS INCURRED BY ISSUANCE OF THIS PERMIT:All costs beyond the limits of any liability insurance,surety deposits,etc,are the responsibility of the Permittee.The State shall be held free of any costs incurred by the issuance of this permit,direct or indirect 5 SUBMITTING WORK PLANS.,The appOcara will submit work plans and/or a map as required by the Department.This shall include such details as measurements of driveways with relation to nearest Property comer,positions of guys supporting poles and a schedule of the number of poles and feet of excavation necessary for co mptetion of the work on the State right-of-way„A description of the proposed method of construction will be incfaaded Plan work with future adjustments In mind,as any re.loaaetion,replacement or mrmoval of the installation authorized by this permit and made necessary by future highway maintenance,reconstruction or now cams metlon,witi be the responsibility of the Permitted. Driveway plans should be I roparead In accordance with NYSDOT POLICY AND STANDARDS FOR ENTRANCES TO STATE HIGHWAYS. The Permihee must coordgnntm rho-oak with any State construction being conrkxosrd, 10 TRAFFIC MIAfNTiENANCE:A plan detailing how,the POTead,dn Intends to maintain and protect traffic shiel be sonsantawri with work plans.Traffic shall be maintrenmd on the highway,in a safe n arwrer during working and non-working hours until construction is oompleted,The Permittee is responsibo for trafffc protertion and mairariowce,including adequate use of signs„barriers,and Itmg pensoras droning wo(Wag and non-working hours ullf corwtmrction is coropieted.All sakastchaswiti be slamped wall*MAINTENANCE OF TRAFRC SHALL BE IN CONFORMANCE WITH THE NATKXSAL MANUAL ON UNIFORM"'TRAFFIC CONTROL DEVICE'S. I'L COST OF INSPECTION AND SUPERVISION:Prior in Is$uanre of the Highway Wnda Pannit,the Poremttteo may be required Ia sign an INSPECTfON PAYMENT'AGREEMENT'FOR HIGHWAY WORK,PERMITS(FORM PERM 50)agreeing h)the paysecAf ul construction inspeaflom charges,based on Ilia number of work days knxshrod"In certain o the Pemulffee may alto be required to sign a PAYMENT AGREEMENT FOR HltaHWAY WORK PERMITS DFSIGN REVIEW(FORM PERM 51)agreeing to design roview charges„based on rho number o(wrek huurs in whVh DeparLma nt employees were engaged in design review activity, 12.SCOPE: a) Areas Covered.Permits issued ate far'highways,bit es and Cx4varts over which the New York State,Department of'Thuspodation has jurisdiction.(Local gowemmonts issue permits for highways under their juriseticdon.)Work locations must be approved by the Department b) Mahaemence:Property owners Brawling access to a state highway shall be futiy responsible for the maintenance of their driveway in accordance with POLICY AND STANDARDS FOR ENTRANCES TO STATE HIGHWAYS, c) Work Commencement:The Permittee shall have a copy of the permit available at the site during the construction period.Work should start within 30 days from validation date of permit or said permit maybe revoked. 13.REPORTING ACCIDENTS:Pernittee is required to report any accidents that occur during the course of the permit work to their insurance company,and to provide the Department with a copy of any such report. 1,4.COMPLETION OF PROJECT:Upon completion of the work within the State highway right-of-way authorized by the work permit,the person and his or its successors in interest shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the Terms and Conditions of this Highway Work Perm1L COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 2 RECEIVED FEB 0 7 2023 TADON In the Initial Proposal Review, an applicant should provide the following basic information about the proposed project concept and scope. A face-to-face meeting with the applicant is typically held during this review, and a representative of the impacted municipality is invited to attend. Your NYSDOT Regional Permit Coordinator can provide answers to any questions concerning the driveway design and the permit review process. Complete,questions 1.1 through 1.7 and submit this application/checklist, along with plans to the Regional Permit Coordinator. The Department will review the submission and respond with comments and recommendations that need to be addressed before continuing to Stages 2 (Design Review)and 3 (Final Submission). 1.1 Contact Information A. Name ofA Applicant PP Number and Street(mailing address rr. ,n/� /Jai/ /.o r0 rmii "mom ,,.%/'�'��lyro/,/i n rr,/c; J,/r/wit !/ /�,I r,/// i/ '// - l/ ,, ,6" /i Y ,S / / / /i�/� State t, //1' ,/// /, ZipCode, ,19 /!/ /G% I r/Y/l r� J, / % / 1 ? / Daytime hone� ;.^. ;1 /I p ,/ �l �/ / /�//! %'�%' E-mail address , n � / ...... rrrWo/ ///Ir( %/JJ%///////P/%%/rlrrrlrr/II111111%n1'11 /rnlli/%)'r/1'%/%/ 'ro / 7f//1" B. Name of Property Owner(�f different) mlvesllsh �� ob1 Y+Same as Applicant �arrw�rwoa / ��rm00.1 i r a1 ,�WmurullrrJ� rams/a � r r, ill Number and Street(mailing address) ,% Ir .I /.,J r" / //�///i/� ll / / / l// %//�//,/ //,/% ///�,lI r�R, v � �� ��/ / // /�/ /1 state r,, //, , /i Zip code ,i��s Jt/�i Daytime phone E-mail address ..... 7// / Wrr% �airr%ipii/IC/lr r� r /10 a/G✓/ /fi r/ l! ///��ra/n rl/frl///l !/o ./iO�i i/ r ✓'%t(/ .. r/ry%. ry/„r%, lr�' r��, /r/,' .�1'��l%00///%//; /%,/�i �� �..w.,..,. C. Firm Name of Consultant(if applicable)�` � �/'�i//%,! ��a Agent for kAplicant Contact Name irni/if `///1 'all Ir i/r /9 D/ ///i/ ,/// i/!//!%// ///i/'//I Number and Street(mailing address) �, r, f �� // //,�/ � ,//�j// /// M lea/�ur�� r , / / //�% llu �'�I l� /l'v roia Cit / / i 1% / �f / �i/ Mate //,/ /i Zi dde Y /%///%/ /% �/��% ////, ,,,, /,% ,11 ,, Daytime hone E-mail address P 1.2 Property Location Information ._.,.....,..,m...,. ._.w^,.. ....-.��.....__�....�..... ,,,___...�.._.......,.�...�-._..._......M.. .....-.. Number and Street(include State Route Number) Comment: J�car r rv>r rr nn n lr rmr,mn r r / / / City/TownNillage Zip Code / %r / 1i Nearest Cross Street with Distance and Direction: / rr f/ �ir.¢, �,c/,,,,..,,vi li///ii,///rii /,r. /�//ii✓ r r,.c / �.. r .. /��/i /// ,.., ., it .// / / /„r / , .�n,, r��� w✓ir/n„,r,/,✓/o/ii,,,nNi�//,will/rr„/n„✓%�/„///// ��//%�d ������ ,� / �������/ Between State Highway Reference Markers: / / ////, // //// / / r r to / // / ,1 / a„ ,/1rr r /i ,/��� / ,/ / // /, :err,/,� NYSDOT Reference Marker Manual Approximate Latitude and Driveway: Proposed of Longitude Pro 9 P Y / gpmr l f Find Latitude and Longitude COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 3 1.3 Project Name and Brief Description of Proposed Work Project or Development Name , °VI,',A %w a roivuiriip C� ��IJi 'P �� �' �/ �I!Nfm1i' I UI!1ii11!!J/U �C111 State Highway Number 1 111,;g Municipality � � ;�1 Brief Description of Proposed Work 1.4 Anticipated Permit Type and Fees Permit fees are payable at Final Submision(except 5a4). - ........,.._ n....... .. Comment: - -. ..... .........a_._� - -- -- MINOR COMMERCIAL: Less than 100 vehicles/hour entering volume and no anticipated mitigation on state highway: 5a2 Minor Commercial-Permit Fee$550 Jf�,/� 5a2a Minor Commercial(Home Business)-Permit Fee$100 � MAJOR COMMERCIAL: + i R IAL. 100 vehicles/hour entering volume and/or anticipated . ire,.Pa ed mitigation on state highway. F/ - /� t �� 5a3 Mayor Commercial( 1001C sq.ft.GBA) Permit Fee$1,400 f�j�f 5a4 Mayor Commercial(100K sq.ft.+GBA)-Permit Fee$2,000 $2 000 fee due at time o l� %!f application, with balance of actual design review costs payable when billed.9 p Y SUBDIVISION STREET: 5a5 Permit Fee $900 � 1.6 Maps and Plan The following maps and plan information should be submitted. Check all Comment: -_................ .�_.. that are included with the Initial Proposal Review Submission: l� Location map with subject property identified(Google or Bing mapping n PP g is suitable) Tax ma t p showing he subject parcel and all parcels immediately adjacent to it Survey of property(a plat is acceptable) HE/ Right-of-way acquisition or donation is anticipated l Available record plans Limits and legal description of an easements e P Y nts on the property,as well as on any adjacent parcels, must be clear ly depicted on the submitted plans. Initial Proposal Plan(sketch) It is recommended that this be shown on an aerial photo.The sketch should show the following, with labels. -proposed driveways _ type of driveway (one-way or two-way) existing and proposed parking areas -exotang and proposed buildings -dimensions for building offset s from property lanes -distances from proposed driveway(s)to any intersection within 1000 ft. (300 m) -distances to any other driveways within 500 ft. 150 m -streets„roads and opposite t properties PP t1e subtect property COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 4 A. Briefly describe the type of development that will be served by th._....... ,�..�, _..,,...�.,_, .. _.., ........_...�,_................_ ....�..ro...�. .-.-.. ..,...�......:_ _. e Comment: driveway(s): � fiff , l� /li ,,i1� �' . w...,... .. B. Average Annual Daily Traffic (AADT)for the highway: ; '' 1 'I % Comment: AADT is available online through the NYSDOT Traffic Data Viewer. C._. mPosted speed on state highwaywhere entrance will be placed: ** _ Comment:rrrr I � 11 D. Number of one-way vehicular trips for the proposed driveway: Comment: AM Peak Hour #00, toMEN//i r�/lr r /�// e1 NO AM Peak Volume: PM Peak Flour. ��/;, t r% PM Peak Volume: REOPEN/ If the proposed access is for retail use,please provide: Y r / / / SaturdayPeak Hour. .. / e. %„ to / i 1 Saturday Peak Volume. ., Trips generated should not be reduced by pass-byor other credits. ........ E. How was the number.�.. .........._._ .. .... . . ....... _ ....._..._....__......_....._ .__............. _...., of vehicular trips determined? Comment: Similar development historyl///,/ // a+' k, tTE Trip Generation Manua! �J%/�f Estimate from a NYS Licensed Professional Engineeril//',y ,ov F. Is a Traffic Impact Study..TLS....re required?....�.....�.�.� _... .. ....Ma... ..... ... p y(TIS) q Comment 19',1 A TIS is not required fF A TIS is required,and is in progress ;"A TIS is required, iattached q and s Not sure if a TIS is required, need more information Guidance on how to determine if a Traffic Impact Study is needed,and i what elements should be included,can be found at t s / do. ? . o Com nerc all-lUV /trao rare act. l COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 5 RECEIVED CEwrlr�rwlwlp .. ._ww. __....w....... w ........._.. ._... ._....._. . __ ._..... _..w..._.w. � ....._ 2023 A. State Environmental Quality/Review(SEAR) Lead Agency Comment. �I Y3 PC T'fl N r/' i�/�I/� r ri��d� � ��j�//�%%f r r rr ✓ r�i/r/ri ,,,,, ✓ � / r r i r iV B. SEQR Type Select one: Comment: Fly Type Type II '!i, ,% Unlisted .. . C. SEQR Status: Comment: SEQR(State Environmental Quality Review)documentation must be complete before a permit will be issued. The lead agency has not yet been notified of the action N The lead agency has been notified of the action and the SEQR process is underway O The SEQR process is complete and the lead agency has made a r ,r declaration(Attach a copy of the determination, if available) Ri Iwwva De i r�C�artr�al 'f4DI Seraiora fiA:�.1. _-SL: RA fro rdinaton ` " ACKNOWLEOGMEta: I HEREBY REQUEST A HIGHWAY WORK PERMIT,AND DO ACKNOWLEDGE AND AGREE TO THE RESPONSIBI ITIES OF P RMI'TTEE AND OTHER OBLIGATIONS SET FORTH IN THIS PERMIT AND WARRANT COMPLIANCE THEREWIT APPLICAI`wIT IGNATUR - wDAT PRINTED APPL -NT NAME STOP ERE for an Initial Proposal Review stage Subrnissiolw Print this a pldo )(orJd!i isl,sign vo and submit Wong w Ith,plans to the Regional Perrratt Coordinator, Save this doourn ent on your 00nPUter to update,for future stage sutarnisslorws. COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 6 After satisfactorily addressing all comments received in the Initial Proposal Review, continue to develop your application by submitting plans for Stage 2, Design Review. Please be sure to include all elements listed in this checklist and outlined in the Plan Requirements. 2.1 Number and Spacing _ -._..... ..._..— proposed number of driveways,spacing drivewa�s. .. --— .....M._..........n_........,. Does the _....__ p p y p g y and Comment: spacing to intersections meet the criteria of Figure 5A-3—Driveway Location Standards? (-;Yes y//,,;; No High Highlygy Dg§ion Manual HDe�ti n 5A, .1 Sgacing / .._2.2 Sight Distance u.....�.......... ...._wMM�..._....,�.. ....... .. .....�_...._,..�_..�...._..��.._.a_.._. ..................._............�...._........�...........�._................m__m.M�.. A. From the proposed driveway,at a point 14-18 ft.from the edge of Comment: the travel lane,identify the sight distance(42 in,eye and object height)to the /JJ„ , / a/i Right. ;�IS��� G� ft. Left O,b� ift. ' B. Using a 2 ft. object height,identify the stopping sight distance (SSD)to the Right: ft. Left. _ / ft. � ,G�j� ✓i��/ / minimum stopping sight distances conform to Highway C. Do them pp g ht g Design Manual A endlx SBVertical High Highygy 611gLimg!A SI ht Distance Charts and Highway Design Manual EItlt#I#7- Minimum Stooping Sight Distance(SSD)? x, Yes 7, No D. Do the intersection sight distances conform to Highway Design Manual 'H 1M Section 5 II Intersection Sight Qlstanges,and HIghffly Desl Ma ual(HDM)AgpepdlLc SC-Inte sectlo St h# Distance Charts? r'Yes No Highway Dg§ign Mgnual(HDM)Section 5A.4.2--Sight Distances COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 7 .._..... .... a ...._�..._ 2.3 Width A. .�..,..-...____....-..�_..mm._..-... .Comment. _.,-.. .-..�..._....._...�.... .�.....�. Permissible Range of Driveway Widths Within 30 ft of Within 30 ft.of Driveway Classification traveled way,for traveled way,for roads posted 40 roads posted 45 mph or less mph or more , Minor Commercial Shared Two Driveway 22 ft.to 30 ft. 28 ft,to 35 ft. I �Minor Commercial Divided or One-way Driveway 12 ft.to 24 ft. 12 ft.to 24 ft. �- f Minor Commercial Ian to 15 ft. Multi-lane Driveway 12 ft. es 14 ft.to 16 ft.lanes Select a driveway width: _.W,__ .... ....._ -....... ....mm._-....... B. The design vehicle is the largest vehicle that frequently uses a facility. Refer to L6/gL7way Design n Manual JWDd r. 'w 1-Desi n "ehi le and AASHTO's A Policy on Geometric Design of Highways and Streets. What is the design vehicle for the driveway? 5U-30/Bus /,�� W&50(Requires turning movements to be shown on plans) W B-6 167 Re uire ( q s turning movements to be shown on plans) .4 Comer Angle tic i,a cyout Method ...._w_._._... .�.._ .. Refer to Driveway Entrance Type Selection table(NYSDOT 608 03 Comment: ._ _.,..... Entrance type and angle: Radius Select comer anale. g 1� or 111111 Taper Select comer angle: 2.6 ...__..Complete Streets and Americans with.D1sabiiitles Act(AIDA). __. _._. _.... .__. _.. _ ... Projects must be designed to provide safe, convenient accessible Comment accommodations for all road users(including pedestrians, bicyclists, public transportation riders) where warranted, in the public right-of-way. Proposed pedestrian accommodations must comply with the Americans with Disabilities Act as described in A . M smbrirt umdeiines for Pedestrian Pacrirties a"ia t °, • �%����� ./ /��/����% The proposed work will maintain or enhance accommodations mmodatlons for pedestrians, bicyclists and/or public transit users in t right-of-way, he public l; The proposed work will have little or no effect on pedestrians, bicyclists and/or public transit userright-of-way, p s In the public ihwa I n Ma ai hiDr 5A.4.6 Si walks Walkw and Stairw N_YSQ0I Q2mol2t2 Stre ets websKt COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 8 2.6 Maxim.. um Grade Maximum grade of proposed driveway,within 30 ft. of the edge of the Comment: travel lane In urban areas, the maximum grade is 6%. In rural areas, the maximum grade is ° Maximum Slope table NY a1OT 608-03 Standard Sheets,Sheet of 7 Table 2.7 Underground Utilities Any existing underground utilities within the right-of-way should be Comment: identified and located during design of the proposed driveway and shown on the proposed driveway plan(s). �� Identify all methods/resources used to locate utilities: c1 X Existingrecords and drawings 9 X, Ground survey of utility facilities information obtained from utility com an ies �� Subsurface Utility Engineering(SUE)2D mapping �� rl 3D mapping �� None 2.8 Drainage A. Is the proposed drainage ix closed or I open? Comment, .... ,..w,..,.... .._..........,.. . ....... B. If the drainage is open, and the driveway will cross a ditch, a culvert o rrrrr fi���� with a tapered/flared end section is needed. 9 ( ) Culverts shall be designed using the Rational Method Q=CiA and shall be no less than 95 in. in diameter. / r// Inside diameter of proposed culvert: .S.elect One%// Culvert pipe material: . . C. If over 2,000 sq. ft. of impervious area on the site will dram to the state right-of--way, refer to Highway D si ri Min taq(HQM)5A. .3 Irairaa e Study to determine if a drainage study is required. If so, use the standardized Drainage Report shell to develop the study. Is a drainage study required? Ix No � � Yes.A drainage study is required and is attached. _.__..... ... ...__ .._. ._ _.. .. ....,_... ,_ __.._..._... ....w ... ................ D. INEi � Applicable NY§DO"T 6,03 S gnda d Shj2j details are shown on the plans X. Details other than those shown on the NYSDOT 603 Standard Sheets are being used(Please identify inCommentn area to the right) 1-fighVay Design Manual HOM)Section 6A 4.6-Drainage COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 9 .... 2.9 Curb.. ..............._... .. . _......__ W...�._ .....a._ A. mph or more. -100 cub curb e not permitted where the peed ispeed.._ Comment.Noe szo/ mIlP ( ) P is 40P p d is 50 mph or more_T e of curb to be used: ��� ���i%% B. V,, Applicable NYSDOT 609 Standard Sheet details are shown on Comment: the plans !rf Details other than those shown on the 609 NYSDOT Standard Sheets are being used(Please identify in 'Comment"area to the right) Highway D si n M nuai HQ A.4.o-.2-Curbing 2.10 Guide Rail ..� ._....,..._. . ._............._...._._..� ._.�.. ,�_.._....�µ _..w. �_. A. Will guide rail need to be modified or installed? ..µ_ ..._..w_.... Comment:No 55,71"Yes B. If yes: What is the length(including end sections)and type of guide rail? 017111, >200'—cable'' �1% >100'—weak past w-beam with anchors . > 200 —we -_ weak post w beam without anchors > 125 —box beam - 1��, 100 heavy post bloc -� _ vy p ked out Cable guide rail should not be used on roads with AADT over 5,000 vehicles per lane per day, unless NYSDOT Maintenance agrees to assume the increased time and cost of maintenance. ....._........ _......_.... ..._.. .__..._ . ....... C. What is the deflection distance behind the guide rail(i.e., distance to objects or drop-offs)? r 1 � � For post spacin fo achieve minimum deflecfio to 9 n distances refer Highpwa Desi n Manual t IDS Table 10- — for Y 6 ( ) 3 Barner Deflections ............. .w. _._._.._............_..._...._w_..... D. Select the guide rail end-section g e. NOTE:Please ensure that the system rail guide of type s 9 Y matches in all ........-.m ............ . .._.,.__ ...w.. .. ...____...of.the above responses E. % Applicable bL(SDOT 6tl6 Standard Sheet details are shown on the plans% IE; �J �� l � Details other than those shown on the 606 NYSDOT Standard Sheets are being used (Please identify in "Comment" area to the right)Hi hw De%ic n PaIanu i tHnmj Pbapter 10_Roadsid2 Cesr n Guide Rail and AnmirtAngning. � ide RathSheet � Nc Reference COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 10 RECEIVED . 1 Driveway Materials A. Refer to Driveway Materials and Thickness table(NYSDOT 608-03 Comment: Standard Sheets Sheet 2 of 7, T kale 3 �» �� /' e u�it��a N �,�rrr�v,� Select the proposed driveway material within the first 10 feet fromf� � Ch traveled way: r Concrete J I Thickness of concrete: Thickness of sub-base:W ' r , Asphalt Thickness of top course.l Thickness of binder course:' ''l Thickness of base co 0 /rs ue. �...�,1/fir/'%i' "i/ , Thickness of sub-base course. ,i/!,� B. Select the proposed driveway material from 10 feet to 30 feet from traveled way: Concrete Thickness of concrete: r Thickness of sub-base: Asphalt Thickness of top course, ,/ Thickness of binder course Weals, ° j/j Thickness of base course: «1".r /o� Thickness of sub-base course � � ,�,,, err Precast Pavers ;g Thickness of avers. am r, ii i ro o Thickness of beddingcourse: �� r "'�'!�i/�i � oii Thickness of base course f� z� //%�!%�i i ✓�/y /,, /�/��/�1����i� Thickness of sub-base course.,„ 1 lr Stone Thickness of stone course. N C. Is shoulder reconstruction needed? Yes Use NYSDOT Standard Sheet 608 03 Sheet 5 of 7 COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 11 k Zone Traffic Cont .......,.__..._ .............__.� .......w_.. .. ...._._.� __.�....� ._........._�. 2.12 rol Work zone traffic control(WZTC)rnust be employed to provide a safe work area C'on►ment: � � while facilitating the safe and orderly flow of all road users. Provide or identify WZTC drawings meeting site-specific WZTC needs and documenting that WZTC conforms to the Manual on Uniform Traffic l% Control Conlrol Devic TC[ L4M SLipplement to the MUTCQ, MPLO— 8 g tandand Sheets and any other applicable details furnished by the NYSDOT Regional Traffic Group, A. What WZTC specification items will be used?(Check all that apply) � �I NYSDOT Standard Specification 619 items p / I OJ ' Special Specification items(Please identify items and provide justification in "Comment"area to the right) B. Applicable 619 NYSDOT Standard Sheet pP t details are shown on the ans. to the W plans. (Refer ZTC andard S eet Seiectron tool to determine which d S c Standard Sheets are applicable.) Details other than those shown on the 619 NYSDOT Standard Sheets are beinglease identify in "Comment"used(Please mment"area to the right) Flighay(lest n n i(HQM A, .5- I"rai C ntroi nd Mork w Safet 2.13 Specifications �,_. �.. ..._._.._�....�..._._ ...,...�,._.� ._....... ...__...._. ........w.� Identify the NYSDOT Specifications to be used for construction Comment: within the state highway boundary and within 30'of driveway opening: (Check all that apply) 608.0105NN15 Curb Ramp 6Qg.0 11C10fi15 C M°et .Side wain Xk: 6 .011010 5 Concrete Drive . . ewa 609.10010015 Curbing 609.10010415 Asphalt Curbing 10.1 0 001 a Lands a e Dev e l rnenl 64 .8§0QQ0 15 680,0103001.5 Pedes r"an Si ai S sal rns I/ 6§Q.Q 1 QA001lb Ti-affig Signal Systenig �: 110, 6 5.2 015 Pay_emenlMaftings, ON Other Please identify i "C n "Comment" ( y area to the right) COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 12 A digital file(.pdf format)must be submitted. Contact your Regional Permit Coordinator(RPC)to determine if hard copies are required. The plans should be in US Customary units, at a scale of at least 1"=50'or large,on 11"x 17"paper. A scale of 1"=20'should be used for closed drainage work. Refer to, and Highway Design Manuel (HDMI for minimum text size,fora and other drafting standards. A. Plans shall include: X Name and contact information iX Tax map number of subject Comment of applicantproperty PP State route number and North directional arrow adjacent highway reference markers Scalef Names of reputed owners of Note referencing NYSDOT subject property and adjacent 608-03 Standard Sheets �� properties B. Location and dimensions of existing features(as applicable): Included Not Included Not Comment: COmm .,.,.w....,...�.^._�-_,_.,�,...m..,-.,_.m......_„.... Present Present ent: Highway travel lanes r Bus stops label edge of lanes ( ) ;X IIutilities n D A and DOT -- Road shoulder label cable both public and ( ( P edge of shoulder private,overhead and/or underground) ,///��/�%%%///%� r,: r Curbs(identify material) fix„ /�1; Traffic signs(include sign text) �� /�- Jr—x: Guide rail include %r (x Traffic signals, poles and type) j- _:. 9 , P Medians highway lighting X, -- Pavement markings (X," /J�!l, Sidewalk and curb g rams within entire roadway section °; Stairways �'r Bike X' -- Right-of-way, Property /, ; �, e paths lines and easements %!r Bike lanes r Existing buildings or F*_ Shared driveways or structures(bridges, cross access(include retaining walls, etc.) agreement �� g nt by �, � Existing landscape all parties involved ) features COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 13 C. Design features to be Incorporated in pjg22gqd core truction Or reconstruction(as applicable) Provided Not Proposed Comment: Edge of proposed driveway(include width and radii) f ,), Location of proposed median openings and guide railINXI of Proposed buildings or structures f Proposed privately owned utility connections in the right-of--way , (Note:an additional plan set and/or separate permit may be required for any propose utility connections. Inforipalio.nen AMkOolkLH L irk l eMt5 f L_ffl1i. . !k. �� r ?' i Dimensions of roadside islands and driveway medians a Dimensions and elevations of curbs and sidewalks relative to � the pavement edge tit Location of authorized rsigns t affic and/or pavement 1 P r Location of co" commercial(advertising)signs walkways, osed Pro u �aln P stairways,and curb ramps Proposed landscape features Reference to 608-03 NYSDOT Standard Sheets for driveway profile, or elevation view of driveway Refer _ f; Reference to 608 03 NYSDOT Standard Sheets for driveway typical section orsite-s site-specific P p i typical section b. I cI ting and plVosed drainage feaWr+ (as applicable): Refer r to t tM a1, . n +tsr rai t� 8eq n 6614,5 rJr ( a p Provided Not ... ... .,,.. Comment: .... ,.....«..,,...-_......... ....,...,...�.. ......ww.. Present/ Proposed / Driveway culverts(include size,type, grade, location of end section,and direction of flow) Highway drainage ma a structures r Grade a pp nvertelevations -- Direction of surface water flow on property Contours(if there is any proposed modification of paved areas) E. Distance from each RX-191109 and 91029ged driveway n the site to: ��..�.. Refer to) iJroaudom J Section S mar Ir�gjqrd„� IncludedNot `"` ,....,..-.,...,............. .....,.........,..... ....,,,..,..... ..._,n..,,._�_..._,.._............,.w.._._...__a..... ..... ,..... .. .....�..,..... Present Comment: f�' The nearest side road in each direction, if within 1000 ft. (300 Nearest driveway on adjacent properties, if within 500 ft. 15o Streets, roads or driveways opposite t Y pp he subject property COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 14 RECEIVED .„ „ Ir i "'Signal last ), t required,must ho.., �� , Tt s nal plans must be on a se arato slue[Or sheets.Refer to N.YAQ t � ��� Nys a pr�C tt" Not..Present ...,. ,.. ..,. ,.......Y.., ....,,.. ,.,.,.,,,...._ .�........,.,,.... .,......,.,....._..: ......,...,_.. ,., .. ,...,...,...,.. ._,..w..,u. ........................ ........�,,, ,..»,. 47-ION Included Comment: v'r c Existing features, such as drainage and overhead or I underground utilities,which may conflict with the ' signal proposed Poles, power supply,pull boxes, conduit,controller,head ' layout(including face numbering),detection,output from a span wire analysis r; Right-of-way lines JI Signs(include sign text) 1' 1 Pavement markings and turn lanes Buildings and driveways ' Sidewalks,curb ramps and crosswalks,pedestrian pushbuttons,countdown timers X. 7 Tables of operations, clearances, switch packs, input wiring, and loop wiring " Phasing diagram Estimate of quantities Traffic Sig.w.nal Permit Information 1 �,M.......w.......�.,u,...�._... I ACKNOWLEDGMENT: I HEREBY REQUEST A HIGHWAY WORK PERMIT,AND DO ACKNOWLEDGE AND AGREE TO THE RESPO IBILITIES QF PERMITTEE AND OTHER OBLIGATIONS SET FORTH IN THIS PERMIT AND WARRANT COMPLIANCE THERE ITH. �6e,__ . ............... AP ICANT SIGNATI.) E DATE PRINTED APPLICANT NAME HERE fora Design Review Stage Submission tint dppricaton/checklist,sign above and submit along with plans to the Regional Permit Coordinator. Save this document en rt your p r to update for future stare submissions, COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 15 After satisfactorily addressing all comments received in the Design Review Stage, finalize your application by submitting this application/checklist along with final sealed plans. Please be sure to include all elements listed in this checklist and outlined in the Plan Requirements. 3.1 Professional Engineer(PE) Sealed Plans All Final Submission Plans must be sealed and signed by a New York State Licensed Professional Engineer._. .._.. .. 3.2 _mmProject Informati.....w._.___..._......_.�....._..... ....... .. ..........._ .�..._..._ww ....._..._ _.� .......�... .....__......__... ........_._.... . ._......_ .. on A. Estimated cost of work in the right-of-way: $ /'//f %//� %i!//' m W ...... ... r /// �/////%%�/ Comment ... �//%�/ rr����r� �1%'IIJJrr J,Id !r=,/r /r, r �/,^✓ r ii/r r /o,,;,. ... ten estimate. ._......... Submit wr._._.........._._ B. Anticipated duration of work From (5 round ft. Will overhead or under + C, g )operations be involved in the proposed work? Yes / rr/r rr,rs/riDl�a�rr %a�iiii/,,,u�✓ r/ �,/ai w, /�„�,er�a 3.3 EQR Determination /// Date of Final SEAR Determination. i�/ii �ii� j Comment % � „rrr,✓/ i/ai�/i�a /�/i/„�%/ram/rc,,,,,, %r,/,,,%G�„i ,.. 3.4 Joint Applicant(s) If applicable, list up to 3 additional joint applicants. _... ,.__.._. . __ _ __...........w. . _.. _._._ Name ofApplicant /Nrrdpi/,ir t/hi_/'rlr'l✓ijti//iJi//i%rillial//i/o%id/J�/ir(/ar /%%< ;% �i / iva Comment: Ir Nl /, IDr/,./ %., r9 / /.../r /.,,.✓ /„ er .r ri //%,�/ , , .r,�i,,,,, ,/„r<. /r r// / ...// Number and Street //r ///////✓/l/,„ // �/,i,,/ nor /.I�/////r�r�/,�r/ii/%//,./r ZipCItY State / r,i , Daytime phone address E-mail a s Name of Applicant Number and Street �„ /�i,,. .,,�///% �//, /i rri i//,rr,,.r �r,,. ,,ai/✓/i/�,i / / ,.,,./ic ✓ i,.. city State%� Zip//r e,,,, , / /i Daytime hone Yt P E-mail address Name of Applicant Number and Street ZlpCIt) State ,/rr, „/i r //:: ,,�/r�.«//o ii lr/ r%/�,rr/ii/// ✓....%.////„i„�r,/�.//r�//////� J%i�r//r r r% � rrs,//i ar / r✓ ��%�%/��ii��i/�%�% i%�ii�ii%%�/ /'�%ii fir % Daytime phone Ii U/ E-mail address COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 16 RECEIVED ------------ ............ 3.6 4-Hour Emergency Contact f_ER 07202" Name ' 'Ply Comment: MAN f.00, ON 'ATION Phone 'M I E-mail address 3.6 Return Address Permit should be returned to: Comment: P(4, Permittee identified in Part 1 Other,address below. Name I 01 10101111,111 1,11 f Number and Street c p g/�/,N/ State 7ity Daytime phone E-mail address 3.7 Insurance A. Check one form of insurance to be provided: Comment: General Liability Insurance A completed Certificate of Liability Insurance is required,evidencing required / / /,, types and limits of insurance coverage,with the New York State Dept of Transportation named as Additional Insured on the policy. ACORD 25 Certificate of Liability Insurance Wth ACORD 855 (New York Construction Addendum)attached Undertaking(Municipalities,Public Utilities,Authorities,Railroads) Ft, undertaking Agreement attached ................. B. Workers Compensation Insurance&Disability Benefits Coverage New York State Workers'Compensation Law requires that ALL permit applicants provide proof of Workers'Compensation Insurance and Disability Benefits Coverage on one of the following forms. If exempt ftom coverage,the applicant must provide Form CE-200 Proof of Exemption,which can be obtained on the Workers'Compensation Board webs1te: r i r yAMnjhWj&jCn , 1 � / r � //�///// Certificate of Workers'Compensation Insurance Form C-105.2 Form U-26.3 Form SI-12 Form CE-200 Exemption Certificate of Disability Benefits Coverage ,% //,/i//// Form D13-120.1 %/�,��j/, ��� /,�/ �>�/I Form DB-155 /� / / /, // / i/ %/,//,,, , Form CE-200 Exemption �/����//�j�����/��i�r�� For further information on Insurance Requirements for Highway Work Permits, go to:www.doLnv.qovloermits-insurance COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 17 3.8 Performance Security A. Check one type of performance security: Comment�N4MM�m- l Guarantee Deposit AMOUNT$ Bill EMAISSIM Performance Bond AMOUNT$ a E I ki PERM 44 Surety Bond—Performance is attached Letter of Credit l B. ry Guarantee Check or Bond NumbeNumber IN C. Return de Deposit sitibond to: Permittee identified in Part 1 �l Name below: Other,address Number and Street ] Ci iip� State Zip Daytime phone Ono YMISSION! ���rf,,���/r E-mail address 3.9 Inspection/Supervision Payment Agreement&Consultant Agreement , An Ins n/Su g vl i on Pa m n.A greerngnt(EEBM501 is Comment: required and is attache A Consultant Agreement PERM 36 is required and is attached A Special Conditions for Commercial-Ma'or Non-Utilttv Hiohwa Work Permit PERM 5a is required for work in the highway R.O.W ___ q 9 Y equal to or exceeding$250,000, and is attached. .10 Permit lea A. The ermit fee is payable b check, aid to the order of NYSDO " C ..._.__.._nt: _._. ..,.. .. ...,.. ....._. __.._....... P P Y Y p T" Comment: Type Select Ope tional T e and Fee amount: check for the permit fee is attached. r i is i Check No. J � I / COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 18 RECEIVE FEB 0 7 2023 NOTE:PERMIT Is ISSUED CONTINGENT UPON ALL LOCAL REQUIREMENTS BEING SATISFIED. PERMITS NYS DEPT OF'TRANSPO TA110N - : I HEREBY REQUEST A HIGHWAY WORK PERMIT,AND DO ACKNOWLEDGE AND AGREE TO THE E S4ent LITIES OF PERMITTEE AND OTHER OBLIGATIONS SET FORTH IN THIS PERMIT AND WARRANT COMPLIANCE THE Ap inature Date U P0 ✓L Printed applicant. (j_MAdificaI applicant signatur Date Printed additional applicant name Additional applicant signature Date Printed additional applicant name Additional applicant signature Date Printed additional applicant name TO•BE'COMPLETED BY NYSDOT ISSUING OFFICE: Approval recommended by Resident Engineer: Residency Number: Date: Approval recommended by Regional Traffic Engineer: Region Number: Date: COMMERCIAL ACCESS HIGHWAY WORK PERMIT APPLICATION and CHECKLIST(PERM 33-COM) 19 - thold'Town Condon En i r P.C. Planning Board New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengi needng.com March 6, 2023 Mr.Michael Collins, P.E. Southold Town Hall 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Re: First Universalist Church of Southold—SWPPP Review SCTM: District 1000, Section 63, Block 06, Lots 6.1 &6.2 Dear Mr. Collins, I have been retained by the First Universalist Church of Southold to design the SWPPP for the property since the proposed project will disturb greater than one acre of land during construction. As per your direction, the review of the SWPPP will be required by the NYSDEC since this project is outside of the jurisdiction of the Town of Southold'(the local MS4). As required for filing of the SWPPP, please provide at a non jurisdiction letter from the Supervisor Scott Russell for filing with NYSDEC. Please call me if you have any questions or require additional information. Yours , f v rt., n, P.E. SCOTT A.RUSSELL + Town Hall, 53095 Route 25 SUPERVISOR P.O.Box 1179 Southold,New York 11971-0959 Fax(631) 765-1823 COUNN+ Telephone(631) 765-1889 OFFICE OF THE SUPERVISOR TOWN OF SOUTHOLD March 7, 2023 John Condon, P.E. Condon Engineering, P.C.. 1755 Sigsbee Road Mattituck, NY 11952 RE: SWPPP Review— Proposed Construction at SCTM# 1000-063-06-6.1 &6.2 Dear Mr. Condon: This letter is written in response to your request for a letter from the Town of Southold (Southold) duly authorized representative explaining Southold's position regarding the agency responsible for reviewing the Stormwater Pollution Prevention Plan (SWPPP) for the proposed construction located at SCTM# 1000-063-06-6.1 &6.2. The proposed construction activity on this property will result in more than one acre of land disturbance and is subject to the requirements of the New York State Department of Environmental Conservation (NYSDEC) SPDES General Permit for Stormwater Discharges from Construction Activity, Permit No. GP-0-20-001. Southold is a covered entity under the NYSDEC SPDES General Permit for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s), Permit No. GP-0-15-003. Part I.A.1. of this permit reads as follows: Part I. PERMIT COVERAGE AND LIMITATIONS A.Permit Application 1.This SPDES general permit authorizes discharges of stormwater from small municipal separate storm sewer systems("M54"s)as defined in 40 CFR 122.26(b)(16), As the construction activity in question does not have the potential to discharge to Southold's MS4, the requirements of GP-0-15-003 do not apply as there will be no discharge that would be authorized under this general permit. Therefore, the only applicable SPDES regulation to this construction activity is GP-0- 20-001, and as such the NYSDEC is the agency responsible for SWPPP review and enforcement. Should you have any questions or require further information, please do not hesitate to contact Michael Collins, P.E., at 631-765-1560. Very trul yours, ott A. Russell Town Supervisor OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ��, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY � Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, PlanneE Date: February 9, 2023 Re: Revised Site Plan for First Universalist Church Application Name: First Universalist Church Tax Map Number: 1000-63.-6-6.1 & 6.2 Location: 51970 Main Road, Southold Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan (Dated 4/12/2021) Revised Site Plan (Last revised 2/6/23) Grading and Drainage Plans Other (AS BUILT) Pro'ect Descri tion: This revised Site Plan is for the proposed construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. The building footprint has been rotated and decreased from 6,816 sq. ft. No change to proposed parking area or curb cut. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex T,} P.O. Box 1179 Southold 54375 State Route 25 NY 11971 (cor. Main Rd. &Youngs Ave.) "{„ Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 7, 2023 Mr. Ray M. Calamari, RA de Bruin Engineering, PC 1400 Old County Road, Suite 106 Westbury, NY 11590 Re: Site Plan Approval: Site Plan for First Universalist Church 51970 NYS Route 25, Southold SCTM#1000-63.-6-6.1 & 6.2 Zoning District: Residential Office — RO Dear Mr. Calamari: The following resolution was adopted at a meeting of the Southold Town Planning Board on February 6, 2023: WHEREAS, this proposed Site Plan is for the construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. There is an existing parish house and single-family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District; and WHEREAS, on August 20, 2018, information and materials were submitted for a Site Plan Application; and WHEREAS, on September 10, 2018, the Planning Board accepted the application as complete for review; and WHEREAS, on September 10, 2018, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action was a Type I Action pursuant to 617.4(b)(9); and WHEREAS, on September 14, 2018, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and First Universalist Church Page 2 February 7 2023 WHEREAS, on January 28, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on March 17, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review, and WHEREAS, on April 5, 2021, the Planning Board accepted the site plan application as complete for review; and WHEREAS, on October 15, 2018 the Planning Board held and closed the public hearing for the proposed action; and WHEREAS, on December 3, 2018, the Suffolk County Water Authority (SCWA) issued a letter of water availability for the proposed site plan, and WHEREAS, on December 3, 2018, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on October 10, 2018, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on October 15, 2018, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on November 28, 2018, the Southold Fire District determined that there is adequate fire protection for the site, and WHEREAS, on November 14, 2018, the Southold Town Fire Inspector determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 16, 2018 the Suffolk County Planning Commission (SCPC) determined the proposed action to be a matter for local determination; and WHEREAS, on February 26, 2019, the Southold Town Zoning Board of Appeals (ZBA) granted Special Exception #7123SE with conditions; and WHEREAS, on March 13, 2020, the New York State Department of Transportation (NYSDOT) determined that a highway work permit is required for Case #82236; and First Universalist Church Page 3 February 7, 2023 WHEREAS, on March 30, 2020, the NYS Office of Parks, Recreation and Historic Preservation determined that the proposed reconstruction action will have No Adverse Effect upon the Southold Historic District; and WHEREAS, on November 12, 2020, Stacy Paetzel, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on December 20, 2020, the SCDHS held a Variance Hearing for the proposed action; and WHEREAS, on January 25, 2021, the Southold Town Planning Board determined that with exception of a wastewater permit from the SCDHS and a Highway Work Permit from the NYSDOT, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met; and WHEREAS, on January 25, 2022, the Southold Town Zoning Board of Appeals (ZBA) determined the revised site plan to be a de minimus alteration to Special Exception #7123SE and therefor no further review was required; and WHEREAS, on April 5, 2022 and April 14, 2022, Ray Calamari, authorized agent, submitted a revised site plan application for review; and WHEREAS, at a Work Session on April 25, 2022, the Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on May 12, 2022, Ray Calamari, authorized agent, submitted a revised site plan application for review; and WHEREAS, on May 25, 2022, the Planning Board determined that the revised site plan application shall be referred no less than the Historic Preservation Commission, Architectural Review Committee, Building Southold Building Department and the Office of the Town Engineer for review and comment; and WHEREAS, on July 21, 2022, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on July 21, 2022, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on August 9, 2022, Ray Calamari, authorized agent, submitted revised site plans for review; and WHEREAS, on November 30, 2022, Ray Calamari, authorized agent, submitted revised site plans for review; and First Universalist Church Page 4 Februa 7 203 WHEREAS, on December 7, 2022, the Southold Town Historic Preservation Commission (HPC) issued a Certificate of Appropriateness for the proposed action as required; and WHEREAS, at a Work Session on December 19, 2022, the Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on January 17, 2023, Ray Calamari, authorized agent, submitted revised site grading and drainage plans for review; and WHEREAS, on January 23, 2023, the Suffolk County Department of Health Services (SCDHS) issued wastewater approval reference # C-20-0036 @ 1,603gpd for Church, Parish House and Apartment; and WHEREAS, the SCDHS required SCTM#63.-6-6.1 and 1000-63.-6-6.2 to be merged, resulting in a single parcel; and WHEREAS, on February 3, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management, and WHEREAS, on February 6, 2023, the Southold Town Planning Board determined that with exception of the items listed as conditions below, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met; be it therefore RESOLVED, that the Southold Town Planning Board hereby finds the application consistent with the Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby approves the merger of SCTM#1000-63.-6-6.1 & 6.2, as described above and required by the Suffolk County Department of Health Services; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "First Universalist Church of Southold" prepared by Raymond M. Calamari, R.A., dated April 15, 2021 and last revised October 27, 2022, and authorizes the Chairman to endorse the plans listed below after Conditions "A" through "C" below are met: G-001 SITE PLAN C-2 GRADING & DRAINAGE DETAILS G-002 LANDSCAPE PLAN SK1 -SK18 BUILDING RENDERING SL-001 SITE LIGHTING PLAN A-102 FIRST FLOOR PLAN A-301 NORTH &WEST ELEVATIONS A-302 SOUTH & EAST ELEVATIONS A-601 FINISH AND DOOR SCHEDULE C-1 GRADING & DRAINAGE PLAN First Universalist Church Page 5 February 7, 2023 Conditions to be fulfilled prior to endorsement of site plan & prior to building permits being issued: A. Obtain approval of a Highway Work Permit from the New York State Department of Transportation (NYSDOT) and provide one (1) print of the approved plan including the seal, stamp and signature of the NYSDOT. B. A use certification must be obtained from the Chief Building Inspector as required by Town Code. C. Certification from the office of the Town Engineer for compliance with Chapter 236 of the Town Code, and subsequent submission of at least five (5) revised site plans with original stamp, seal and signature of the NYS licensed professional preparing the plan. Conditions of approval (ongoing) 1. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. 2. Parking: All parking of vehicles associated with residents or visitors of the subject site parking shall be provided on site. No overflow parking is permitted on NYS Route 25. 3. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 4. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 5. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. First Universalist Church Page 6 February 7, 2023 2. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan If you have any questions regarding the above, please contact this office. Respectfully, DonatJ. ilcenski Chairman Encl. cc; Raymond Calamari, Authorized Agent Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Applicant Signature: Date; Submission Without a Cover Letter Sender: C,(,R/vfRECEIV-EP. FEB Subject: �Yl �CfC� Pe ning Beav - Planning Board SCTM#: 1000 Date:�6,wvy Comments: Southold Town Planning Board Work Session — l=ebrua 6 2023- Page 2 o ect Name: WJF Farms Aq. icultura�e Bu ldin SCTlU9 : 1000-8 12.77 Location: This 5 re lann Road, proposed-ue ._ Cutch�o Descripti .._.i.... __. p construction of a 60' x 100' (6,000 sq. ft.) agricultural pole barn, including employee bathrooms, an office and storage with a 19-space parking lot, and a 60' x 40' (2400 sq. ft.) agricultural storage shed. .�. Status: ...�,. Approved Review for CO � �� Attachments Staff Rem Action. . Project Name: First Universalist Church � SCTM# 1000 63 6 6.1 �IT 1�► Location: � 51970 Route 25, So!uthold, .. Description: This proposed Site Plan is• for the construction of a one story 3,950 sq, ft. place of worship and 34 parking stalls. There is an existing parish house and single-family dwelling to remain„ all on 1.2 acres in the Residential Office (RO),�o! i _District. .._ wm...�. ._ Status: Pendi Action: Review for Determination Attachments Staff Re ort � .�� ...n _ ..._,. Jk _n�m N� The � SCTM# 1000-27-1 3 Location:sine 2595 Orc ar d Stree Description: This proposal is for a CO Standard Subdivision of a 13.3-acre parcel into five lots where Lot 1 = 9.33 acres including a 1.35 acre building envelope and 7,98 acres of preserved Open Space, Lot 2= 0.99 acres, Lot 3= 1.14 acres, Lot 4=0.92 and Lot 5IT= 0.92 acres in the -80 Zoning Dl afU_sion: Conditional sketch Pre l r!� Action .. , etch porolimina Deterrminaton .�.._.�.._ ew for Coy �� �...�... ...._._. Att��aohrnents: staff Report .� ._.�....��..�... .�... Project Name: Paradise & James Resubdivision SCTM#: 1000-81 1000-81 1-24.3 Location 5000 & 5300 � p Paradise point Road, Southold Description: This resubdivision proposes to trans fer 5,183 sq, ft. from SCTM#1000-81- 1-24.3 to SCTM#1000-81-3-1.4. The land being transferred is unbuildable and will not convey new development ITotential - Status:_ New lication c ion, Review for+ completeness Attachm ments: Staff Report .. Southold Planning Department Staff Report Site Plan Application Work Session — Update and Review for determination Date February 6, 2023 Prepared By; Brian Cummings I. Application Information Project Title: First Universalist Church Applicant: "First Universalist Church of Southold" Date of Submission: October 2017/resubmission August 2018/April 2022 Tax Map Number: 63.-6-6.1 & 6.2 Project Location: 51970 Main Road Hamlet: Southold Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.2 acres (53,972 sq. ft.) Building Size 3,950sf, previously 4,446 sq. ft. and 6,816 sq. ft. This proposed Site Plan is for the construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. III: Analysis This application was last active at a January 2021 work session to review revised site plans submitted in response to a 2018 follow up letter for the 6,816 sq. ft. place of worship. After review of the detailed plans, the remaining requirements prior to site plan determination were to obtain outside permits from the SCDHS for the wastewater system and the NYSDOT for proposed work in the State R.O.W. In October 2021, the design team for the applicant changed and a new architect/agent submitted a revised site plan design for a 4,446sf building that was reviewed by the Planning Board in April 2022. As of February 2023, the size of the church has decreased to 3,950sf and the application has a few remaining items to address. 1. Pro osed a. 3,950 sq. ft. (from 4,446sf) place of worship b. Two (2) Fuji Clean I/A systems required by SCDHS on site for sharing between the parish house and church; and, the single family dwelling and church. c. No Change to previously reviewed site plan elements including parking stall layout of 34 stalls including 2 ADA and 6 grass pavers, rain garden recharge areas, 22' wide curb 1 cut access with expanded turning radius to NYS Route 25. The landscape plan has been updated to be consistent with the relocated footprint and expanded landscape area. 2. Notice of Disapproval: a. Place of Worship requires Special Exception from the Zoning Board of Appeals (ZBA) i. GRANTED 2/27/2019: ZBA File # 7123 SE for new Place of Worship (§280- 13(B)(1)) and associated actions with six (6) conditions. (paraphrased) 1) Any change in occupancy, use of space or change in classification of occupancy requires contact to Building Department to ensure compliance with Building Department and NYS Building Code standards; 2) Special Exception operating permit to be renewed annually with Building Dept. for required inspections; 3) Special Exception requires applicant to complete new church and begin approved SE use within three (3) years of approval. May request up to three (3), one (1) year extensions. 4) Special Exception conditions in order to maintain the determined lawful Special Exception use (term of approval, continuation of use, etc.) 5) Site Plan Approval from the Planning Board is required; 6) Applicant must obtain a Certificate of Compliance with the Historic Preservation Commission upon completion. 3. Staff Update and anal sis: a. ZBA: on February 21, 2022, the ZBA granted an extension of the Special Exception approval to February 2023; and, determined the revised church design (decrease in size, reorientation to the east) to be de minimus and does not change any of the standards originally met. b. SEQRA: This site is within a national historic district and was classified as a Type I action under SEQRA 617.4(b)(9), a Negative Declaration was issued December 3, 2018. c. Revised Site Plan: i. Referred to the Town Erg ineer for verification with Chapter 236 and the following items are required: 1) The applicant must obtain a permit from the New York State Department of Transportation (NYSDOT) for the curb cut associated with the development prior to final approval. 2 2) Drainage Area A consists of two leaching pools, each of which independently serves a different portion of the roof for the "2 Sty FRM. Dwelling #51970". Provide drainage calculations for each leaching pool based on the portion of the roof that it serves. 3) Drainage Area B includes runoff from a "Gravel Walk" with a runoff coefficient of 0.7. Unless specifically engineered to be pervious, gravel areas are considered to be impervious with a runoff coefficient of 1.0. Either revise the drainage calculations to treat this area as impervious or provide detail drawings in support of this area as pervious. 4) The Site Plan for the First Universalist Church of Southold prepared by Raymond M. Calamari, R.A., dated April 15, 2021, shows a Gravel Parking Area that is depicted as an Asphalt Parking Area on the engineering drawings. In addition, the Site Plan shows a GrassPave2 Parking Area that is not depicted on the engineering drawings. Resolve these discrepancies. 5) Provide details for the rain garden, gravel parking area (if applicable) and the Grasspave2 parking area (if applicable). ii. Suffolk County Department of Health Services (SCDHS) waste water permit: approval granted January 23, 2023 Staff: SCDHS required the two parcels to be merged, resulting in a single parcel. This does not affect the site plan and a resolution will memorialize the merger in the determination iii. NYS Department of Transportation Highway Work Permit: not completed/obtained Staff: this requirement can be included as a condition to site plan approval prior to endorsing the site plan iv. Building Department for a Use Certification (internal Staff process) Staff: Not completed. This requirement can be included as a condition to site plan approval prior to endorsing the site plan v. Historic Preservation Commission — Certificate of Appropriateness (obtained) ARC and HPC held combined work sessions to review the revised architectural design and eventually issue a COA V: Items to consider: 1. With exception of the Highway Work Permit, Chapter 236 Certification and a Use Certification from the Building Department, all requirements of site plan review and approval have been met. 3 As described above, consider whether the Board agrees to permit the completion of these items as conditions to a determination at tonights Public Meeting. The applicant can work directly with staff and Town Engineer to obtain Chapter 236 certification and a Use Certification from the Building Department. Conditions (to be fulfilled prior to approval/endorsement of site plan) A. Obtain approval of a Highway Work Permit from the New York State Department of Transportation (NYSDOT) and provide one (1) print of the approved plan including the seal, stamp and signature of the NYSDOT. B. A use certification must be obtained from the Chief Building Inspector as required by Town Code. C. Certification from the office of the Town Engineer for compliance with Chapter 236 of the Town Code Conditions of approval (ongoing) 1. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. 2. Parking: All parking of vehicles associated with residents or visitors of the subject site parking shall be provided on site. No overflow parking is permitted on NYS Route 25. 3. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 4. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 5. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. 4 Town Hall Annex y Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 1 1 971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM RECEIVED TO: Donald Wilcenski, Planning Board Chairman FEB 0 602 ...-..... outnold l owh . FROM: Michael J. Verity, Chief Building Inspector PIaririmn —Board _ DATE: February 3, 2023 REQUIREMENTS FOR SITE PLAN ELEMENTS& CERTIFICATION Project: First Universalist Church Location: 5170 Route 25 Southold. SCTM# 1000—Section 63 -Block 06—Lots 61 Date: April 15, 2021 Revised Date: October 27, 2022 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. PLANNING BOARD APPROVAL IS REQUIRED FOR COMBINED PARCELS. 3. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 4. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 5. THE PROPOSED *PLACE OF WORSHIP USE IN THIS RO DISTRICT IS PERMITTED AS A SPECIAL EXCEPTION BY THE BOARD OF APPEALS AND IS SO CERTIFIED. *SEE ZBA FILE NO.: 7123 SE (EXPIRES 02/22/23). DeMinimus approval also required. 1 L Michael J. Verity Chief Building Inspector SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax (631) 765 9015 �In jg �d �i1 �;�t C�w �I& _@ 3 rts;;�d kyL4j, Qk, t OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings February 3, 2023 Planner sw� Southold Town Planning Department 26 + 54375 Main Road Southold, New York 11971 r._ RECEIVED ... .-..-. Re: First Universalist Church II III0 6 201 SCTM #: 1000 — 63. — 06 —6.1 & 6.2 L,_.. _ "" Dear Mr. Cummings: As per a request from your office, I have reviewed the Grading and Drainage Plan (Sheet C-1 of 2) and the Details (Sheet C-2 of 2) for the First Universalist Church of Southold, dated March 28, 2022, last revised January 12, 2023. 1 have also reviewed the Stormwater Pollution Prevention Plan (Sheet SWPPP 1) and the SWPPP Details (Sheet SWPPP 2) dated January 12, 2023. All four drawings were prepared by John Joseph Condon, P.E.. Please have the applicant submit revised plans that address the following: 1. The applicant must obtain a permit from the New York State Department of Transportation (NYSDOT) for the curb cut associated with the development prior to final approval. 2. Drainage Area A consists of two leaching pools, each of which independently serves a different portion of the roof for the "2 Sty FRM. Dwelling #51970". Provide drainage calculations for each leaching pool based on the portion of the roof that it serves. 3. Drainage Area B includes runoff from a "Gravel Walk" with a runoff coefficient of 0.7. Unless specifically engineered to be pervious, gravel areas are considered to be impervious with a runoff coefficient of 1.0. Either revise the drainage calculations to treat this area as impervious or provide detail drawings in support of this area as pervious. 4. The Site Plan for the First Universalist Church of Southold prepared by Raymond M. Calamari, R.A., dated April 15, 2021, shows a Gravel Parking Area that is depicted as an Asphalt Parking Area on the engineering drawings. In addition, the Site Plan shows a GrassPave2 Parking Area that is not depicted on the engineering drawings. Resolve these discrepancies. 5. Provide details for the rain garden, gravel parking area (if applicable) and the Grasspave2 parking area (if applicable). If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer MEMORANDUM To: Michael J. Verity, Chief Building Inspector Nancy Dwyer, Building Permits Examiner From: Brian Cummings, Planner Date: January 26, 2023 Re: Use Certification Site Plan for First Universalist Church 51970 Main Road, Southold SCTM#1000-63.-6-6.1 & 6.2 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This revised Site Plan is for the proposed construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. The building footprint has been rotated and decreased from 6,816 sq. ft. No change to proposed parking area or curb cut. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Your certification is requested by February 17, 2023. If this date is not feasible, please contact this office directly. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: BLAMING ADDRESS: Town Hall Annex � � o P.O.Sox 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY a wwvcsoutholdtownny.gov " , PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner Date: January 24, 2023 Re: Revised Site Plan for First Universalist Church Application Name: First Universalist Church Tax Map Number: 1000-63.-6-6.1 & 6.2 Location: 51970 Main Road, Southold Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan (Dated 3/28/2022) Revised Site Plan (Last revised 1/12/23) Grading and Drainage Plans Other (AS BUILT) Project Description: This revised Site Plan is for the proposed construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. The building footprint has been rotated and decreased from 6,816 sq. ft. No change to proposed parking area or curb cut. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Thank you for your cooperation. Submission Without a Cover Letter RECEIVED Sender: JAN' 2023 pp L... out¢'oia lI own.. Y Subject: 'S;c5\ �Y1�VQ r50.�� C�\u�C�rN 6�Iar¢¢�ue�g Board SCTM#: 1000 - A Date: \ au I a3 Comments: COUNTY OF SUFFOLK FR-_-E�CEIVED JAN 6 2023 (a. L-- --i 1-11 I'll.S )un rd Town STEVEN BELLONE Planning Board SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner PERMIT CONDITIONS Project Name: FIRST UNIVERSALIST CHURCH OF SOUTHOLD, SOUTHOLD Health Services Reference#: C-20-0036 SCTM#: 1000063000600006001 Revision#: 0 The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan) expires three (3) years after the approval date. Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable) for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences(Form WWM-081). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling. This includes inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. This can be done by calling the department at(631) 852- 5754, or through the ACA Portal at !f / F L In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631)852-5700 between 8:30a.m. and 9:30 a.m.,the morning of the inspection.Article VII of the Code, "Septic Industry Businesses," requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 Project Name: FIRST UNIVERSALIST CHURCH OF SOUTHOLD, SOUTHOLD Health Services Reference#: C-20-0036 SCTM#: 1000063000600006001 Revision#:0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences(Form WWM-019). [1] Satisfactory inspection of the water supply and sewage disposal by the Office of Wastewater Management [2] As-built plan [3] Certification of Sewage Disposal System by Installer (WWM-078) [4] I/A OWTS Operation & Maintenance Contract [5] I/A OWTS Registration (WWM-304) [6] Certification of Sewage Disposal System Abandonment (WWM-080) [7] Certification of Constructed Works by Design Professional (WWM-073) for sewage disposal system & H-20 installation (specify installation per Department installation method approval dated 1/20/23). [8] Tap letter from SCWA WWM-016 Page 2 of 2 Submission Without a Cover Letter Sender: Subject: '"Fi S-� Uni�2�5o�1i5-f 'hurc7n .per JAI�J 17 2023 A .. SCTM#: 1000 - adcl Plarnning Board Date: Comments: CapieS c-)�- fe\jc5c6 SpOL&CN3 A d(-cw\ay ?\(a,)5 Southold Town Planning Board Mork Session December `1'9 2022 Page 2 Project Name. Kali � Subdivision � 1000-95-4-16.1� ros S �_ ..TM#: . ' 5 CR 8 ndard to Description: This standarLocation: 1 d ue 'p � �d subdivision proposes to subdivide a 4.28-acre parcel into two lots where Lot 1 equals 2 acres and Lot 2 equals 2 acres in the Agricultural Conservation Zoning District. Conditional Sketch Plat AprovAal Action _ Review -Attachments: Referral Action: . Pro � iSCT .ect Nme: The EnclavesHotel 1000-63 3 5 Location: � _ Southold Description: This proposed site plan _� �....� 665,E NYS Route 2 p p pan is for the conversion of an existing 3,026 sq. ft. residence with a 584 sq. ft. addition into a 74-seat restaurant and the construction of a hotel with 44 units, and an outdoor pool on 6.75 acres in the Hamlet Business Zoning District. _ .....,....m Status: Action: Review Revised Plans ....... ,.�.__ oq_ �_ ..� Attachments . Staff Re �.._ ..__. P c� t Name: First Universalist Church SCTM#: 1000-63-6-6.1 d25, outhold Des cri tion: This RouteZ5, Site Plan is for the construction of S p proposed ��� a one story 3,950 sq, ft. place of worship and 34 parking stalls. There is an existing parish house and single- family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. , . . Status: PendingIT ........ . Action: Review Revised Site Plan Attachments: Staff Report - .c. . utchoue�. � Pro ject Name: Arrow Horse Farm SCTM# 1000-83-2-9.3 Location. 1394° t reg n Roa,mC Description: This agricultural site plan is for the proposed construction of an 8,064 sq, ft. building for the keeping, breeding, raising and training of horses with eighteen stalls and no basement; a 1,800 sq. ft, agricultural storage building, two 240 sq. ft. run-in sheds with supporting parking and driveway access on ±17,02 acres with Southold Town DevelopmDistrict. Status. Pendirrg -�..� �_.. �. Action: . Review for Completeness �.. . .,. . Attachments: Staff Report PeconicSCTM# 1000-55-,5-9.1 _... Location: ._� 46770 CountyeRoad 448 Southold�__ Description: This site plan is for the proposed creation of a 7„535 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 7 12, scl. ft. parcel in the General Business "B�Zon.ng District.. _ Status: New A kation ._. Action'. eview fqr Cornplqtane s Attachments: Report Southold Planning Department Staff Report Site Plan Application Work Session — Revised Site Plan and Update Date December 19, 2022 Prepared By: Brian Cummings I. Application Information Project Title: First Universalist Church Applicant: "First Universalist Church of Southold" Date of Submission; October 2017/resubmission August 2018/April 2022 Tax Map Number: 63.-6-6.1 & 6.2 Project Location: 51970 Main Road Hamlet: Southold Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.2 acres (53,972 sq. ft.) Building Size 3,950sf, previously 4,446 sq. ft. and 6,816 sq. ft. This proposed Site Plan is for the construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. III: Analysis This application was last active at a January 2021 work session to review revised site plans submitted in response to a 2018 follow up letter for the 6,816 sq. ft. place of worship. After review of the detailed plans, the remaining requirements prior to site plan determination were to obtain outside permits from the SCDHS for the wastewater system and the NYSDOT for proposed work in the State R.O.W. In October 2021, the design team for the applicant changed and a new architect/agent submitted a revised site plan design for a 4,446sf building that was reviewed by the Planning Board in April 2022. After multiple constructive meetings with the Architectural Review Committee and Historic Preservation Commission since then, the applicant has submitted a revised design for the proposed Place of Worship. 1. Proposed: a. 3,950 sq. ft. (from 4,446sf) place of worship b. Two (2) Fuji Clean I/A systems required by SCDHS on site for sharing between the parish house and church; and, the single family dwelling and church. c. No Change to previously reviewed site plan elements including parking stall layout of 34 stalls including 2 ADA and 6 grass pavers, rain garden recharge areas, 22' wide curb 1 cut access with expanded turning radius to NYS Route 25. The landscape plan has been updated to be consistent with the relocated footprint and expanded landscape area. 2. Notice of Disapproval: a. Place of Worship requires Special Exception from the Zoning Board of Appeals (ZBA) i. GRANTED 2/27/2019: ZBA File # 7123 SE for new Place of Worship (§280- 13(B)(1)) and associated actions with six (6) conditions. (paraphrased) 1) Any change in occupancy, use of space or change in classification of occupancy requires contact to Building Department to ensure compliance with Building Department and NYS Building Code standards; 2) Special Exception operating permit to be renewed annually with Building Dept. for required inspections; 3) Special Exception requires applicant to complete new church and begin approved SE use within three (3) years of approval. May request up to three (3), one (1) year extensions. 4) Special Exception conditions in order to maintain the determined lawful Special Exception use (term of approval, continuation of use, etc.) 5) Site Plan Approval from the Planning Board is required; 6) Applicant must obtain a Certificate of Compliance with the Historic Preservation Commission upon completion. 3. Staff Update and analysis: a. ZBA: on February 21, 2022, the ZBA granted an extension of the Special Exception approval to February 2023; and, determined the revised church design (decrease in size, reorientation to the east) to be de minimus and does not change any of the standards originally met. b. SEQRA: This site is within a national historic district and was classified as a Type I action under SEQRA 617.4(b)(9), a Negative Declaration was issued December 3, 2018. c. Site Plan: This revised building will be referred to the Town Engineer for verification with Chapter 236 and the Building Department for a Use Certification. i. Outside permits:. 1) Historic Preservation Commission — Certificate of Appropriateness (obtained) 2 a. ARC and HPC held combined work sessions to review the revised architectural design 2) SCDHS (outstanding) 3) NYSDOT (outstanding) i%. Photometric Plan 1) Wall sconce and sign lights are not identified in cut sheets submitted. Applicant to verify if previously submitted sign lights remain as proposed 2) All fixtures identified are proposed at 3000K, no footcandle values exceed 5.Ofc on site and no foot candle values exceed 0.1fc at commercial boundaries or 0.05fc along NYS Rt 25 and residential boundaries iii. Signage: the Board can make a condition that the future sign is reviewed and approved by Planning Board instead of reviewing and approving it now. V: Items to consider: 1. Does the Board have any questions, comments, or concerns regarding the revised site plan for the place of worship? This application will be referred to the Town Engineer for verification with Chapter 236 and the Building Department for a Use Certification. 2. Consider whether the applicant can complete obtaining outside permits from the SCDHS and NYSDOT as conditions of site plan approval. 3. Applicant to work with staff and obtain Chapter 236 certification from the Town Engineer and a Use Certification from the Building Department for the final plan prior to scheduling for determination. 3 PIAO► W Mariella Ostroski,Chairpersonpur 19ni,�� Town Hall Annex Anne Surchin, Vice Chair ` ' 54375 Route 25 Allan Wexler ' PO Box 1179 Fabiola Santana ,- Southold,NY 11971 Tara CubieTelephone: (631)765-1809 Jeri Woodhouse ter, Q kimf@southoldtownny.gov Kim E.Fuentes,Coordinator w. RVATI FCEIVEDTown of Southold Historic Preservation Commission 122Certificate of Appropriateness October 27, 2022 P ann! Board RESOLUTION #10.27.22.3 RE: 51971 Main Road, Southold, NY. SCTM# 1000-63-6-6.1 & 6.2 Owner: First Universalist Church RESOLUTION: WHEREAS, 51971 Main Road, Southold,NY, is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7(b)of the Town Law(Landmarks Preservation Code)of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit,and, WHEREAS, the applicants' representative Ray Calamari, R.A., submitted a proposal to construct a new Church building; and WHEREAS, the applicant's representative presented commissioners with a Site Plan,Architectural Plans, Elevation Plans and Color Renderings, dated October 27, 2022, during a public hearing on October 27, 2022; and WHEREAS, the proposed Church measures 3,950 sq. ft. in area, and among other design elements will be sided with white stain wood cedar or white stained Hardie board and wainscoting; and WHEREAS, in addition to the above, the plans reviewed by the commission include, a landscaping plan and a lighting plan; and NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the Site Plan and Architectural Plans, prepared by Ray Calamari,R.A., dated October 27, 2022, meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and Certificate of Appropriateness, HPC,First Universalist Church, SCTM No. 1000-63-6-6.1 & 6.2 BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by Commissioner Ostroski Motion seconded by: Commissioner Surchin VOTES: AYES: Commissioners Ostroski, Surchin, Wexler and Woodhouse. (Commissioners Santana and Cubie absent) (4-0) RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. P Y Signed: Kim E. Fuentes Coordinator for the Historic Preservation Commission Date: October 27,2022 S-Alb-F Submission Without a Cover Letter RE I CEIV Sender: �Q�� CO��OIri L...� �d �o�rtlid76—wn_.] Planning Board Subject: ��cS�C un�v2r5G>l\� C1wr—K SCTM#: 1000 - Date: lk 1-64z�— Comments: tZeQvsed si-ve -1af\s (5 copce�) U5wb(n specs -A C-en6enc,3S OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � a P.O. Box 1179 54375 State Route 25 ��� ° „, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY �""a Telephone: 631 765-1938 www.southoldtownny.gov cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mariella Ostroski, Chairperson Historic Preservation Commission From: Brian Cummings, Planner Date: August 10, 2022 Re; Revised Site Plan for First Universalist Church 51970 Main Road, Southold SCTM#1000-63.-6-6.1 & 6.2 Zoning District: RO The Planning Board refers this Site Plan Application to your committee for review and comments. This revised Site Plan is for the proposed construction of a one story 4,446 sq. ft. place of worship and 34 parking stalls. The building has been redesigned and its footprint has been rotated and decreased from 6,816 sq. ft. No change to proposed parking area or curb cut. There is an existing parish house and single-family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Thank you. (in Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-63.-6-6.1, Current Application) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov � TI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: NYS Office of Parks, Recreation and Historic Preservation From: Brian Cummings, Planner Date: August 10, 2022 Subject: Request for Review on First Universalist Church Site Plan Located at 51970 Main Road, Southold SCTM#1000-63.-6-6.1 & 6.2 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction. This revised Site Plan is for the proposed construction of a one story 4,446 sq. ft. place of worship and 34 parking stalls. The building has been redesigned and its footprint has been rotated and decreased from 6,816 sq. ft. No change to proposed parking area or curb cut. There is an existing parish house and single-family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Thank you for your cooperation. Please feel free to contact the Planning Department with any questions or comments regarding the above. OFFICE LOCATION: ,. MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 � § Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NI' www.southoldtow-nny.gov r �3?1 � COU V I PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mariella Ostroski, Chairperson Historic Preservation Commission From: Brian Cummings, Planner Date: August 10, 2022 Re: Revised Site Plan for First Universalist Church 51970 Main Road, Southold SCTM#1000-63.-6-6.1 & 6.2 Zoning District: RO The Planning Board refers this Site Plan Application to your committee for review and comments. This revised Site Plan is for the proposed construction of a one story 4,446 sq. ft. place of worship and 34 parking stalls. The building has been redesigned and its footprint has been rotated and decreased from 6,816 sq. ft. No change to proposed parking area or curb cut. There is an existing parish house and single-family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Thank you. (in Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-63.-6-6.1, Current Application) Subinission Without a Cover Letter RECEIVED Senders AL)G 9 2022' SoutWd Town.._. Planning Board Subject: rs\- vnwerS6 )-� SCTM#: 1000 Date, g l I�� Comments: Ra Ise- ply-ms RECEIVE® JUL 212022 Elizabeth Thompson, R.A. Chairpersono�OgOFF01 Sout old Town planning Board To Hall Annex Anne Surchin, R.A. Z 5 Route 25 Reynolds duPont,Jr. _ PO Box 1179 Ronald McGreevyo ` Southold,NY 11971 Umberto Fasolino 4,- 0�. Fax(631)765-6641 Meryl Kramer,AIA, LEED AP Telephone: (631)765-1892 Jim Fredriksson www.southoldtownny.gov Frank Buonaiuto TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE MINUTES THURSDAY,JULY 7, 2022 at 4:OOPM TOWN HALL ANNEX CONFERENCE ROOM AND VIA ZOOM BASED WEBINAR Members Present: _ This meeting was held in person and electronically on July 7,2022.Elizabeth Thompson,R.A. Chairperson;Ron McGreevy;Umberto Fasolino; Brian Cummings,Town Planner; and Elizabeth Cantrell,Secretary Present for the First Universalist Church: The Architect, Raymond Calamari,presented the project together with the Owner's representative,Brian Davis. The minutes for the most recent meeting of April 7,2022 were approved. Introduction• All applicants will give a presentation consisting of drawings,exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes,and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. NEW SITE PLAN APPLICATIONS: THE FIRST UNIVERSTALIST CHURCH SCTM#:1000-63-6-6.1 &6.2 The revised site plan is for the proposed construction of a one-story 4,446sq.ft. place of worship and 34 parking stalls. The building has been redesigned and its footprint has been rotated and decreased from 6,816sq.ft. No change to proposed parking area or curb cut. There is an existing parish house and single family dwelling to remain,all on 1.2 acres in the Residential Office (RO) Zoning District. Elizabeth invited Raymond Calamari and Brian Davis to present for committee review and discussion the proposed site plan and design drawings. Following their presentation, Page 1 of 3 committee members discussed with him several concerning issues. The discussion led to the following recommendations: • This site is an iconic location on the Main Road where it bends eastward marking the gateway entrance to Southold Village. It is an extremely visible and important location. The prior church, destroyed by fire,was an important historic monumental work of religious Architecture. • This is a redesign of a building previously reviewed with request for resubmission by the ARC. The building has been reduced from 6,000sf to 4,000sf due to budget constraints,and includes a complete redesign. • The Architect described the building exterior as having a Dutch curved garden wall, Gothic windows, shingle style shed dormers and classical 6 over 1 double hung windows. The exterior elevations also include a round over-scaled oculus window with an eyebrow roof,French partially hipped roofs,neoclassical cupola and columns,a Stick style gable roof, an Aesthetic Movement plinth at grade and California Craftsman style light fixtures. This confusing mix of so many disparate styles and details weakens the overall architectural quality of the project. It is recommended that a more cohesive architectural vocabulary be used,in keeping with the North Fork. • The nominal front entrance facing the street is truncated and poorly proportioned. It is recommended that this entry either be removed or redesigned. • The meditation garden's location is open to the busy street corner which is contradictory to the intent of,in the Architect's words, a quiet contemplative space. The Architect described the garden as being located at the original church nave,for metaphoric reasons. The site,now a mowed lawn with no trace of the original nave, does not support this metaphor. It is suggested that this garden be moved away from traffic to a more secluded location on the site. • The finish materials,including white clapboard siding and gray asphalt shingle roofing are acceptable and appropriate. • The landscape materials are diverse and native,the landscape design is thoughtful. • The orientation of the building on the site is of great concern. Its placement on the center of the curve along the bend will create a hazard as people inevitably will be dropped off to enter the front door.Vehicles speed around the curve, and with cars stopped for drop-offs, accidents could occur. If the building could be repositioned to have an alignment square with the existing parish house,this danger could be significantly reduced. Page 2 of 3 • Due to the landmark status of the original destroyed building,the ARC also affirms that the project should be submitted to the Landmark Preservation Committee liaison for further review and comment by the Historic Preservation Commission. • The ARC strongly recommends a redesign of this project. Motion made and seconded. All Ayes. The meeting was adjourned at 5:30p.m. r L E ' abeth Cantrell,A.R.C.Secretary Page 3 of 3 235A 771- -'77 7 ��t-7­ 4 IT T rt -v e; '14, 4;r L11 4, 44" ELI �a .17 A U ilia an tea T-7 ............... F�V Q.r........... S. 41 2-35- FIRST UNIVERSALIST CHURCH Main Road, Southold (accessible to the public). A unique hybrid of the Greek Revival and Gothic styles, the First Univer- salist Church dominates the sweeping curve of Southold's Main Road. Built between 1835 and 1837 by William D. Cochran in association with Richard Lathers, artist,architect and landscape designer,First Universalist boasts perhaps the only Gothic Palla- dian window on Long Island. Cochran's attempt to fuse the two styles resulted in a surprisingly charming structure. Greek Re- viva] features include the Doric comer pilasters and entrance front,while the pointed arched windows and battlemented tower, all a 01 with its tall octagonal belfry, 111111111 gas crowned with spirelets and delicate window tracery,herald the Gothic influence.(CT)255A:A,,&&,6 235 ll SCOTT A. RUSSELL �O��gufFO`,reOG MICHAEL M. COLLINS, P.E. SUPERVISOR o �Jc TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD w TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Q ® Fax. (631)-765—9015 MICHAEL.COLLINS TOWN.. Y.US RECEI\JE® OFFICE OF THE ENGINEER JUL 212022 TOWN OF SOUTHOLD lout old Town Planning Board Brian Cummings July 20, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: First Universalist Church SCTM #: 1000 — 63. — 06 — 6.1 & 6.2 Dear Mr. Cummings: As per a request from your office, I have reviewed the Site Plan for the First Universalist Church of Southold prepared by Raymond M. Calamari, R.A., dated April 15, 2021. 1 have also reviewed the Grading and Drainage Plan (Sheet C-1 of 2) and the Details (Sheet C-2 of 2) prepared by John Joseph Condon, P.E., dated March 28, 2022. Please have the applicant submit revised plans that address the following: 1. The applicant must obtain a permit from the New York State Department of Transportation (NYSDOT) for the curb cut associated with the development prior to final approval. 2. Show the location of and provide details for the test hole. 3. Drainage Area A consists of two leaching pools, each of which independently serves a different portion of the roof for the "2 Sty FRM. Dwelling #51970". Provide drainage calculations for each leaching pool based on the portion of the roof that it serves. 4. Drainage Area B includes runoff from a "Gravel Walk" with a runoff coefficient of 0.7. Unless specifically engineered to be pervious, gravel areas are considered to be impervious with a runoff coefficient of 1.0. Either revise the drainage calculations to treat this area as impervious or provide detail drawings in support of this area as pervious. 5. Provide detail drawings for the rain garden, gravel parking area and Grasspave2 parking area. 6. The Site Plan must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, perimeter silt fencing, concrete washout area and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer Suhmissior2 Without a Cover Letter" RECEIVED JUL 8 2022 Sout o d Town Sender= �� e � Planning Board Subject: Fl v G+ WmV(Eas.+ O tiLwc,� SCTM#: 1000 - 3 - (p , 2- Date: Comments: OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� so P.O. Box 1179 54375 State Route 25 Southold,�'®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY rM Telephone: 631 765-1938 `L r' www.southoldtowniny.gov 00umv � PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner-1QjC Date: May 25, 2022 Re: Revised Site Plan for First Universalist Church 51970 Main Road, Southold SCTM#1000-63.-6-6.1 & 6.2 Zoning District: RO The Planning Board refers this Site Plan Application to your committee for review and comments. This revised Site Plan is for the proposed construction of a one story 4,446 sq. ft. place of worship and 34 parking stalls. The building has been redesigned and its footprint has been rotated and decreased from 6,816 sq. ft. No change to proposed parking area or curb cut. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Thank you (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-63.-6- 6.1) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �� ®� P.O. Box 1179 54375 State Route 25 �� T�®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) h Southold, NY Telephone: 631 765-1938 `L-r www.southoldtownny.gov COUII9T�,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner Date: May 25, 2022 Re: Revised Site Plan for First Universalist Church Application Name: First Universalist Church Tax Map Number: 1000-63.-6-6.1 & 6.2 Location: 51970 Main Road, Southold Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan (Dated: 4/5/2022) Revised Site Plan Grading and Drainage Plans Other (AS BUILT) Project Description: This revised Site Plan is for the proposed construction of a one story 4,446 sq. ft. place of worship and 34 parking stalls. The building footprint has been rotated and decreased from 6,816 sq. ft. No change to proposed parking area or curb cut. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Thank you for your cooperation. de B ru i -------------------- de Bruin Engineering P.C. Civil Engineering & Construction Management May 12, 2022 R E C rE-II�V�'E��)-D] Y 2 20?,?. Mr. Brian A. Cummings 5 uL---l�o d'T6 n.. Southold Town Hall Annex Planning Board 54375 State Route 25 (03�( -(�, Le•2 P.O. Box 1179 Southold NY 11971-0959 Re: First Universalist Church Site Plan Approval De Bruin No. 6362 Dear Brian, Attached please find (7) copies of the Site Lighting Plan for the church project. Let me know if you have any questions. Sincerely yours, Raym M. Calamari, RA 1400 Old Country Road • Suite 106 Westbury New York 11590 • T: 516.513.1313 Southold Town Planning Board 'Work Session—A ril 25 2022Stron g � . 610 & 134 _.m .. Projecte ame". f 3430 Mill. Road, Matttuck s SCTM# 106...... .. ^ . . ...... Locati� Description; This Site Plan is for the proposed construction of two (2) buildings for 4 boat storage, one at 52,500 sq. ft. and the other at 49,000 sq. ft., located on 32.6 acres in the MII and R-80 Zoning Districts where there ®� is Idings ndin . ..... .. T Pe.69,245 sq ft of existing . oatyar w. e .. .. �. , .._.. � . U ... ._ _w. Action 1-1 ft Attachments: Staff Reportnmental lmpact Statement Adeq acy Review .. .. _............. ® . e. - Proe� Name i Cooper Standard Subdivision r SCTM#. 1000-106-9-2.3 „ 00 Breakwater Road, Mattituck �..a. Location. ..m � .i....� .. .�_ m.e. _ _...... p p Description: I This roposal is for a Standard Subdivision of a 25.86 acre parcel into ! three lots, where Lot 1 is 9.47 acres, Lot 2 is 8.28 acres, and Lot 3 is 8.11 acres. . A . . �... Status Pending I Action. ; Review for Sketch Plat A lication Completeness AttachmentsStaff Report ....... _. .m.. . St � ' Project Name. IIIWhitHl &Vines on SCTM_#: 10001 15-2-2.3 M Resubdivision 1000-115-2-2.4 1000-115-2-3.2 Location fl..9 .5 166y,µ16555 Route 25, rrMatttuck s ft of"rights-intact Description: This resubdivision proposes to transfer 44,605 q. g laced from SCTM#1000-115-2-2.3 to SCTM#1000-115-2-2.4., Lot 2.3, the house lot„ will decrease in size from 84,942 sq. ft. to 40,000 sq. ft. and will become non-conforming, and Lot 2.4, together with lot 3.2, will increase in size to 50.88 acres.A variance from the Zoning i Board of 1.. AppealsIII,for Lot 2.3 isareuired. Status 1 New Application . Attachments: Staff Re ort Completeness mm... ,. pp p Action Review fpor A lication Com let.....� .._ .n . �. _... a.. a.... .....w.._.... � v _ m.... 'w___mj.... t First �. � m. 1000-63-6-6.1 ... 0 Name: First Universalist Church SCTM# _.._ 970 Route 25 Southold Wu. �. .... . Location 51. ......� . �.. .. .. __e ro ec a Description. This proposed Site Plan is for the construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the ( .. ) .__.n. ning StaDistrict. Residential Office Ri Zo tu... .... � .. s: _.. . Pending �. __ .. Action Review Revised Site Plan � Attachments. Staff Report _�.. .... . ....n Southold Planning Department Staff Report Site Plan Application Work Session — Revised Site Plan and Update Date April 25, 2022 Prepared By: Brian Cummings I. Application Information Project Title: First Universalist Church Applicant: "First Universalist Church of Southold" Date of Submission: October 2017/resubmission August 2018/April 2022 Tax Map Number: 63.-6-6.1 & 6.2 Project Location: 51970 Main Road Hamlet: Southold Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.2 acres (53,972 sq. ft.) Building Size 4,446 sq. ft., previously 6,816 sq. ft. This proposed Site Plan is for the construction of a one story 4,446 sq. ft. place of worship and 34 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. III: Analysis This application was last active at a January 2021 work session to review revised site plans submitted in response to a 2018 follow up letter for the 6,816 sq. ft. place of worship. After review of the detailed plans, the remaining requirements prior to site plan determination were to obtain outside permits from the SCDHS for the wastewater system and the NYSDOT for proposed work in the State R.O.W. In October 2021, the design team for the applicant changed and a new architect/agent submitted a revised site plan design on April 5, 2022 and a landscape plan on April 14, 2022; the photometric plan is still being completed. 1. Proposed: a. 4,446 sq. ft. place of worship with 50 sq. ft. covered porch. 1 b. Two (2) Fuji Clean I/A systems required by SCDHS on site for sharing between the parish house and church; and, the single family dwelling and church. c. No Change to previously reviewed site plan elements including parking stall layout of 34 stalls including 2 ADA and 6 grass pavers, rain garden recharge areas, 22' wide curb cut access with expanded turning radius to NYS Route 25. The landscape plan has been updated to be consistent with the relocated footprint and expanded landscape area. 2. Notice of Disapproval: a. Place of Worship requires Special Exception from the Zoning Board of Appeals (ZBA) L GRANTED 2/27/2019: ZBA File # 7123 SE for new Place of Worship (§280-13(8)(1)) and associated actions with six (6) conditions. (paraphrased) 1) Any change in occupancy, use of space or change in classification of occupancy requires contact to Building Department to ensure compliance with Building Department and NYS Building Code standards; 2) Special Exception operating permit to be renewed annually with Building Dept. for required inspections; 3) Special Exception requires applicant to complete new church and begin approved SE use within three (3) years of approval. May request up to three (3), one (1) year extensions. 4) Special Exception conditions in order to maintain the determined lawful Special Exception use (term of approval, continuation of use, etc.) 5) Site Plan Approval from the Planning Board is required; 6) Applicant must obtain a Certificate of Compliance with the Historic Preservation Commission upon completion. 3. Staff Update,and analysis: on February 21, 2022, the ZBA granted an extension of the Special Exception approval to February 2023; and, determined the revised church design (decrease in size, slight reorientation to the east) to be de minimus and does not change any of the standards originally met. 2 a. SEQRA: This site is within a national historic district and was classified as a Type I action under SEQRA 617.4(b)(9), a Negative Declaration was issued December 3, 2018. b. Outside permits are required to be obtained for the SCDHS and NYSDOT. V: Items to consider: 1. Does the Board have any questions, comments, or concerns regarding the revised site plan for the place of worship? This application will be referred to the Town Engineer for verification with Chapter 236 and the Building Department for a Use Certification. 2. Does the Board think this application should be redistributed for comment to any other agency or committee besides the Town Engineer and Building Department? (ARC, etc.) The applicant must obtain outside permits from the SCDHS and NYSDOT, including a Certificate of Compliance by the Historic Preservation Commission as required in the Notice of Disapproval. 3 d e B ru ide Bruin Engin e..er ng P.C. Civil Engineering & Construction Management April 8, 2022 RECEIVED )i`i' ). , Mr. Brian A. Cummings SoutH1 '."row n Southold Town Hall Annex Planning Board JYJf J %J LO LG 1%UULG GJ P.O. Box 1179 Southold NY 11971-0959 Re: First Universalist Church Site Plan Approval De Bruin No. 6362 Dear Brian, Attached please find (7) copies of the Landscape Plan for the church project. Our Site Lighting Plan is forthcoming.. Let me know if you have any questions. Sincerely yours, Raymon M. Calamari, RA 1400 Old Country Road Suite 106 Westbury New York • 11590 T: 516.513.1313 de Bruin Eng9 ineerin P.C. �d e �,.,,.ru,- *'n- Civil Engineering & Construction Management Aril 1 2022 RECEIVED....___._........... P L AP�R 0 7-7,] _5 20 Mr. Brian A. Cummings ibe�N Y�Town Southold Town Hall AnnexPlanning Board ---:--- 54375 State Route 25 lD P.O. Box 1179 Southold NY 11971-0959 Re; First Universalist Church Site Plan Approval de Bruin No. 6362 Dear Brian, As per our meeting and subsequent conversation, de Bruin Engineering PC is now the firm that will be completing the First Universalist Church project. The revised church design footprint now sits at 4,446 sf and has moved to the east. We are keeping the parking, asphalt paving layout and the rain garden as per the previous design. Attached please find: « (7) Extension Letter from The Zoning Board of Appeals (7) Letter of De Minimus from the Zoning Board of Appeals r (7) Church Plans and Elevations • (7) Sets of Church Renderings • (7) Site Plans • (7) Grading and Drainage Plans with SCHDS Septic Design 0 (7) DOT Plans. Amended applications to DOT and SCDHS have been made and we await final approval. Once the approvals are received, we will present them to you along with the covenants. I will also send you a PDF set of this package to your E mail address. 1400 Old Country Road • Suite 106 • Westbury • New York • 11590 • T: 516.513.1313 4-1-22 Feel free to contact me at your convenience. Sincerely yours, owed C amara, Paye 12 BOARD MEMBERS � � . Southold Town Hall Leslie Kanes Weisman,Chairperson oi � � �� "��, 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora �� "�, Office Location: Eric Dantes a Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 -Fax (631)765-9064 EXTENSION DETERMINATION One Year Extension Regular Meeting of January 6, 2022 ZBA FILE No.: 7123 SE NAME OF APPLICANT: First Universalist Church PROPERTY LOCATION: 51970 NYS Route 25, Southold, NY SCTM No. 1000-63-6-6.1 & 6.2 BASIS F APPLICATION: Request for Special Exception pursuant to Article III, Section 280-13 B(1) and Article VIII, Section 280-38 B (1), the applicant is requesting permission to construct a new house of worship building upon a parcel with a pre-existing single family dwelling and a parish house, located at: 51970 Route 25, Southold,NY. SCTM Nos. 1000-63-6-6.1 & 1000-63-6-6.2. DATE OF PL)BLIC BEARING: February 7, 2019 This request for a Special Exception was originally granted as applied with conditions on February 21, 2019. By letter dated January 3, 2022 from Patricia C. Moore, Attorney at Law, on behalf of her client, requested a one-year extension of the granted Special Exception. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT, the applicant's request that the above cited determination be extended for one year from February 21, 2022, and to expire on February 22, 2023, as per Chapter 280-146 of the Code of the Town of Southold, and pursuant to the Condition No. 3 detailed in the subject Determination dated February 21, 2019. Vote of the Board: Ayes:Members Weisman (Chairperson), Dante, and Planamento,Acampora and Lehnert). This Resolution was duly adopted(5-0). �i r geslicees Weisman, bairperson Approved for filing Y l /,7,42022 BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson � 1�� � � , 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acamporap Office Location: Eric Dantes b Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631) 765-9064 January 14, 2022 Patricia C. Moore Attorney at Law 51020 Main Road Southold, NY 11971 Re: De Minimus Request, File#7123SE First Universalist Church SCTM No. 1000-63-6-6.1 & 6.2 Dear Mrs. Moore; We are in receipt of your letter dated January 11, 2022 requesting a de minimus approval and an extension for the above referenced ZBA determination granting Special Exception to construct a house of worship while retaining the existing parish house. In your letter, you explain the design of the church has been reduced in size from its original design, that the approved site plan has expired, and that a new application will be tiled with the Planning Board for the smaller project. I reviewed your letter, the submitted site plan dated April 1.5, 2021. (Sheet G-001), and the Zoning Board of Appeals determination cited above and dated February 21,2019, Since the amended protect is smaller in size but does not change any of the standards of approval that were originally met for the issuance of the Special Exception permit by the Board of Appeals, I have determined that your request is de minimus in nature. Furthermore, in reference to your request for an extension of the required time frame to commence construction , a determination granting same was approved by the Board on January 6, 2022. Please be advised that all conditions will still apply. Please submit two full sets of signed and sealed plans and architectural plans to this office, and contact us if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department and the Planning Department, she Kanes Weisman Chairperson cc: Michael Verity, Building Department Planning Department BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �"� oar 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora �, Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento C,oU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD � Tel.(631)765-1809 •Fax (631) 765-9064 U` J A N 2 1"i 2l l'2 January 14, 2022 Patricia C. Moore Attorney at Law 51020 Main Road Southold, NY 11971 Re: De Minimus Request, File#7123SE First Universalist Church SCTM No. 1000-63-6-6,1 & 6.2 Dear Mrs. Moore; We are in receipt of your letter dated January 11; 2022 requesting a de minimus approval and an extension for the above referenced ZBA determination granting Special Exception to construct a house of worship while retaining the existing parish,house. In your letter, you explain the design of the church has been reduced in size from its original design,that the approved site plan has expired, and that a new application will be filed with the Planning Board for the smaller project. I reviewed your letter, the submitted site plan dated April 15, 2021 (Sheet G-001), and the Zoning Board of Appeals determination cited above and dated February 21,2019. Since the amended project is smaller in size but does not change an of the standards of approval that were original l net for the issuance of g y pl .g y the Special Exception permit by the Board of Appeals, I have determined'that your request is de mini¢ us in nature. Furthermore, in reference to your request for an extension of the required time frame to commence construction, a determination granting same was approved by the Board on January 6, 2022. Please be advised that all conditions will still apply. Please submit two full sets of signed and sealed plans and architectural plans to this office, and contact us if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department and the Planning Department. ;:,eshie Kanes Weisman Chairperson —cc--Michael Verity, Building epfftTent Planning Department PATRICIA C. MOORE Attorney at Law JAN 1 2 2022 51020 Main Road Southold,New York 11971 2ONINGBOARD OFAPPEALS Tel: (631) 765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal Jaimie Lengyel, Secretary January 11, 2022 Chairperson Leslie Weisman Zoning Board of Appeals Town of Southold PO Box 1179 Southold,NY 11971 RE: First Universalist Church J)U-q� SCTM: 1000-63-6-6.1 & 6.2 De Minimis Request Dear Chairperson Weisman and Board members: The Board granted conditional approval to construct a new house of worship for the above referenced applicant and property. As you remember, the original church was destroyed in a fire and the members applied to reconstruct the house of worship and retain the existing parish house. The reconstruction of the church was delayed. The plans for the reconstruction of the church have been reactivated. However,the structure was redesigned and reduced in size as shown on the proposed site plan attached. The approved front yard setbacks will be followed, but the size of the church has been reduced from the original request. The approved site plan expired and an application will be filed with the Planning Board for the smaller project. We respectfully request a De Minimis approval to the proposed change to the plans and extension of the Special Exception granted for a new house of worship, as approved in Special Exception#7123 dated February 21, 2019. Thank you. "e yb laly Biu s� icia C. Moore PCM/jms of �oil rA r _4 IVWVNM1 UIaW'tN-7pS{JEX- gi w I=– p b a* w x„ae•ez.w�s �m 1`• r' n w .......... se ago"` -_�- zaa,eiau each..—was vv exnr _.,.._... �w 9PUH SAN QV02I NMN Fl w U �4F �I QJ n J,P d1',� From: Lanza, Heather Sent: Tuesday, October 12, 2021 10:25 AM RECEIVED Ana I� !M E D To: Michaelis, Jessica; Palmeri, Allison Subject: FW: First Universalist Church of Southold � � m Sou hi()IF1'4:wn Please add this to the subject file Rannin0 Board From: Peter Marren [i�Y�i l_r G,�i�:� �r:fi ei r ;ir :��1r�6 17� rl�com] � Y .... .....m,,, .me.,,. ,....� Sent: Monday, October 11, 20212:59 PM To:Verity, Mike �Lus>; Nunemaker, Amanda <Amatlti 1s.0°� i44 illi "Ft I Gk , Lanza, Heather<1'�1�;1( II r hh I,` rD�it TI �:,lxh 141 n' I([ ;> I , Subject: First Universalist Church of Southold This will If advise you that my office will no longer remain as Architect for the First Universalist Church of Southold. In addition, our associated architect, AMP Architecture of Laurel NY, will not be continuing with the Project. Best Regards Peter Marren A i A I ., 1 1 f 1 1,1, 1 7 q COUNTY OF SUFFOLK m .. STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER April 8, 2021 First Universal Church of Southold P.O. Box 221 I lat P R 2 6 Z 0 21 Southold,NY 11971 r "ril is C'.ctaird Subject: Board of Review Hearing—December 17, 2020 C-20-0036 — First Universalist Church, s/e/c Main Road & Tuckers Lane, Southold — t/o Southold— SCTM: 1000-06300-0600-006001 & 006002 To Whom It May Concern: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Very t . V your John S+ ingen, 1 ChiefI,B�prd Public H ankh Engineer Chair, of Review Enclosure Cc: Board of Review File—Yaphank Ms. Lynne Burns— OWM Mr. Blaise Ehrlich—Reviewer Mr. John Condon, P.E. Mr•, Andrew releng—Planning De artrnent 4/1:"'owra.of Southold PlanrLing Dep,,"irtnnrcnt sDivision Of Environmental Quality+Board Of Review s 360 YaphankAvenue,Suite 213 m Yaphank NY 119800 IV Phone(631)852-5801 Fax(631)852-5825 PubficHealth Pt^w.0 mn4.Pxrmn¢m.,Peof.nce.. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE To: Gregson H.Pigott,MD,MPH, Commissioner From: John Sohngen,P.E., Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: C-20-0036— First Universalist Church, s/e/c Main Road & Tuckers Lane, Southold --- t/o Southold. — SCTM: 1000-06300-0600-006001 &006002 Hearing Date: December 17, 2020 Board Members: Ken Zegel,P.E., Joshua Mednick,P.E. Reviewer:Blaise Ehrlich Statement of Problem The project sewage design flow exceeds population density equivalent as required by Article 6, §760-610 A.2 and B.2 of the Suffolk County Sanitary Code(Sanitary Code). Findings and Facts 1. Parcel is 1.24 acres located in Groundwater Management Zone 4. Based upon the lot area,the yield at density for the parcel is 744 gallons per day(gpd)of sanitary flow. 2. The parcel was previously developed with a church dating to the late 1800s, and two dwelling units. Although the two dwelling units remain, the church was destroyed by a fire in 2015. 3. The submitted site plans indicate that the church uses had included 242 seats in the sanctuary and 271 occupants for meeting rooms, as well as additional office and storage spaces. .These numbers were determined by the applicant's engineer based upon an analysis of Town of Southold records, including floor plans, and other historical information from church records. 4. The applicant's engineer has calculated that the previously existing sanitary flow for the church, ancillary uses, and dwelling units was 3,573 gpd, of which 2,290.5 gpd was sanitary density flow and 1,282.5 gpd was kitchen flow. This calculated sanitary density flow would have exceeded the allowable flow based upon lot area by 1,546.5 gpd, and was 308%of the allowable flow. 5. No Department approvals were found for the existing buildings. 6. The applicant proposes to construct a new 6,659 square foot(sf) church. It was indicated during the hearing that the 5 year delay in applying to rebuild the church was due to insurance and finding issues. 7. The proposed sanitary flow for the new church and existing two dwelling units is 2,566 gpd, of which 1,763 gpd is sanitary density flow and 803 gpd is kitchen flow. The Gregson H. Pigott,MD, MPH, Commissioner Hearing Date: December 17,2020 Subject: Findings and Recommendations of the Review Board Regarding: C-20-0036 First Universalist Church, s/e/c Main Road & Tuckers Lane, Southold — t/o Southold SCTM: 1000-06300-0600-006001 &006002 proposed sanitary density flow exceeds that allowed based upon lot area by 1,019 gpd, and is 237%of the allowable flow. 8. The applicant is requesting that the proposed sanitary density flow be grandfathered since the original church was constructed prior to the implementation of sanitary density limits in Article 6 of the Suffolk County Sanitary Code, and the proposed sanitary density flow will be a reduction from that which existed prior to the original church's destruction in the 2015.fire. 9. The dwelling units are presently served by public water supplied by the Suffolk County Water Authority, and the new church is proposed to be connected to public water. 10. The dwelling units are served by sanitary structures that are to be abandoned as a part of this proposal. The church is presumed to have been served by cesspools, which are also to be located and abandoned as a part of this proposal. 11.The church and the dwelling unit denoted on the plans as the parish house are proposed to be served by a common new innovative and alternative onsite wastewater treatment system (UA OWTS) consisting of a 2,100 gallon FujiClean CEN-21 unit, and three 8-foot diameter by 15-foot deep leaching pools placed a minimum of 3 feet above highest expected groundwater elevation,with room for two expansion leaching pools.UA OWTS have increased nitrogen removal capabilities compared to a conventional sanitary system (septic tank plus leaching). A separate conventional sanitary system consisting of a grease trap, septic tank and leaching pool with room for one expansion leaching pool is proposed for the kitchen flow from the church. 12. The second dwelling unit, denoted on the site plans as the apartment, is proposed to be served by a new FA OWTS consisting of a FujiClean CEN-5 unit, and one 8-foot diameter by 12-foot deep leaching pool placed a minimum of 3 feet above highest expected groundwater elevation,with room for one expansion lut&i.ng,pool. 13. Soil conditions are good,with 6 feet to SW grade sand. 14. Groundwater was encountered at 24 feet below grade, as per the submitted test hole. However,the sanitary systems have been designed for highest expected groundwater at a depth of 22.6 feet below grade, at elevation 5.4 feet above mean sea level. 15. Direction of groundwater flow is assumed southeast towards Shelter Island Sound. As per the groundwater contributing areas and source water assessment maps prepaxed by Camp Dresser McKee (CDM) in 2009, as part of the Comprehensive Water Resources Management Plan(CWRMP) for Suffolk County,the subject parcel appears to be located within the 2 to 5 year contributing area to this surface water body. Gregson H. Pigott,MD, MPH, Commissioner Hearing Date:December 17, 2020 Subject: Findings and Recommendations of the Review Board Regarding: C-20-0036 — First Universalist Church, s/e/c Main Road & Tuckers Lane, Southold — Vo Southold SCTM: 1000-063000600-006001 & 006002 16.As per the groundwater contributing areas and source water assessments prepared by CDM in 2009, as part of the Comprehensive Water Resources Management Plan for Suffolk County, the subject parcel is not located within any public water contributing areas. 17.The applicant indicated during the hearing that they would prefer to install three conventional sanitary systems, but proposed the two UA OWTS because they are requesting grandfathering of sanitary density. It was requested that the Board consider allowing the installation of three conventional sanitary systems. Determination It was a 3-0 determination of the Board to grant the request for the variance subject to the following conditions: Covenants and/or deeds shall be prepared and filed, in language acceptable to the County Attorney,that: o Merge tax lots 1000-06300-0600-006001 and 1000-06300-0600006002 into a, single parcel,never to be divided without Department approval. o Establish a maximum allowable sanitary density flow of 1,763 gpd for the resulting merged parcel. The church and two dwelling units shall be served by two innovative and alternative onsite wastewater treatment systems (I/A OWTS) and a separate conventional sanitary system for the kitchen flow from the church, designed in accordance with Department standards. Article 6 is intended to protect surface and groundwater quality by establishing limits on population density. Approval of this variance should not affect the overall groundwater resource since there will be a decrease in the sanitary density for the parcel from that which existed before the original church was destroyed by the 2015 fire. In addition, the dwelling units and new church will now be served by three new sewage disposal systems consisting of two IIA OWTS which will provide increased treatment compared to conventional onsite sewage disposal systems, and a separate church kitchen waste system including a grease trap, all of which will improve protection of groundwater resources. The site has soil and groundwater conditions that will permit the installation of sewage disposal systems meeting Department standards, and the proposal should not result in any degradation of groundwater quality. The granting of this variance is not a formal approval to construct a building or install new sewage disposal systems on the subject site. Rather,it is a determination on the specific variance requested, based upon factors noted in §760-612 of the Sanitary Code. In compliance with §760- 612A(1)(a), the variance is in general conformity with the Sanitary Code. The variance should not impair groundwater, surface water and drinking water supplies, and, as such, is consistent with criteria specified in §760-612A(1)(b). The granting of the requested variance will not Gregson H.Pigott,MD, MPH,Commissioner Hearing Date: December 17,2020 Subject: Findings and Recommendations of the Review Board Regarding: C-20-0036 — First Universalist Church, s/e% Main Road & Tuckers Lane, Southold — t/o Southold SCTM: 1000-06300-4600-006001 & 006002 adversely affect the design of an adequate on-site water supply and/or sewage disposal system, taking into account soil conditions, depth to groundwater, and site-specific physical conditions, and as such, is consistent with criteria specified in §760-612A(1)(e). As per §760-612 of the Sanitary Code, the approval of the variance is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health, safety and welfare. April 8,2021 Chair e of Review *Note:All references to Article 6 of the Suffolk County Sanitary Code refer to the version effective as of January 1,2018. r ,1 -Page 2 ,Southold Town Plannmn Board Work Session — January 25. 202 Project Name: Fishers Island Airport Hangar SCTM#: z 1000-12-1-18 Location: Whistler Avenue, Fishers Island Description: This site plan is for the proposed construction of a 4,200 sq. ft. aircraft hangar and ±13,790 sq. ft. of paved access and tarmac area at an existing airport on 192 acres in the R-400 Zoning District. Status: Pending Action: Update Attachments: Staff Report Project Name: First Universalist Church SCTM#: 1000-63-6-6.1 & 6.2 Location: 51970 Route 25, Southold Description: This site plan is for the proposed construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Status: Pending Action: Update Attachments: Staff Report Project Name: Colusa North Conservation SCTM#: 1000-84-2-1.1, 3.3 & 3.4 Subdivision Location: 7750 Bridge Lane, 26285 & 26385 County Route 48, Cutchogue Description- This proposal is for an 80/60 Conservation Subdivision of 66.2 acres into 11 residential lots ranging in size from 0.8 acres to 2 acres with a private road (2.5 acres), and an agricultural lot of 51.26 acres, from which development rights are proposed to be sold to the Town of Southold in the AC and R-80 Zoning Districts. Status: Pending Action: Overview in preparation for public hearing Attachments: Staff Report Project Name: Tenedios Barn & Greenhouse Amended #3 SCTM#: 1000-19-1-1.4 Location: 28410 Route 25, Orient Description: This amended agricultural site plan is for the relocation of a proposed one story 8,664 sq. ft. building to house livestock and store feed, supplies and farm equipment; which was granted conditional approval from the Planning Board in 2019 and not constructed. The plan includes a 60' x 24' (1,440 sq. ft.) greenhouse and other existing accessory agricultural buildings on a 34.5 acre farm, of which 29.5 acres have development rights held by Southold Town and 5 acres have development rights intact (the greenhouse is located in the 5-acre area and the barn is located in the 29.5-acre area) in the R-200 Zoning District. Status: Pending Action; Referral Review Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Update Date January 25, 2021 Prepared By: Brian Cummings I. Application Information Project Title: First Universalist Church Applicant: "First Universalist Church of Southold" Date of Submission: October 12, 2017 / resubmission Aug. 20,2018 Tax Map Number: 63.-6-6.1 & 6.2 Project Location: 51970 Main Road Hamlet: Southold Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.2 acres (53,972 sq. ft.) Building Size 6,816 sq. ft. This proposed Site Plan is for the construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. III: Analysis 1. Notice of Disapproval: a. Place of Worship requires Special Exception from the ZBA i. GRANTED 2/27/2019: ZBA File # 7123 SE for new Place of Worship (§280-13(B)(1)) and associated actions with six (6) conditions. (paraphrased) 1) SE occupancy must compliant with Building Dept.; 2) SE operating permit to be renewed annually with Building Dept.; 3) SE requires applicant to complete new church and begin approved SE use within three (3) years of approval. May request up to three (3), one (1) year extensions. 4) SE stock conditions I 5) Site Plan Approval from the PB is required; 6) Applicant must obtain a Certificate of Compliance with the Historic Preservation Commission upon completion. 2. Proposed: a. Storm water drainage: provided on page L — 2; b. Sewage disposal plan: i. Sanitary system #1 (Parish House, Church, Parish Hall); 1) One (1) grease trap @ 8' x 5' deep (1500gal) 2) One (1) septic tank @ 12' x 6' deep (4500gal) 3) Five (5) leaching pools @ 8' x 11' deep 4) Three (3) expansion pools @ 8' x 11' deep ii. Sanitary system #2 (existing dwelling) 1) One (1) septic tank @ 8' x 4' deep (1200gal) 2) One (1) leaching pool @ 8' x 12' deep 3) One (1) expansion pool @ 8' x 12' deep c. Code requirements / Bulk Schedule (RO): i. Lot Coverage: 1) Maximum: 20% 2) Existing: 12.7% 3) Proposed: 17.1% ii. Landscape coverage 1) Minimum: N/A 2) Provided: 54% d. Access: proposed in existing location with a new curb cut: One 22' wide curb cut with expanded turning radius to Main Road; e. SEQRA: State Environmental Quality Review Act: this action is classified as Type I: (see attached assessment by Mark Terry, Assistant Planning Director) 617.4(b)(9) "any Unlisted action (unless the action is designed for the preservation of the facility or site) occurring wholly or partially within, or substantially contiguous to, any historic building, structure, facility, site or district or prehistoric site" Staff: This site is within a national historic district, a Negative Declaration was granted December 3, 2018; 3. With reference to the Planning Board December 3, 2018 requirements: 1. Obtain a highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit to this office; Submitted: no; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan to this office including the allowable flow for the site with the seal, stamp and signature of the SCDHS; Submitted: no; 3. Site Plan Revisions:. After the Zoning Board of Appeals (ZBA) has completed their Special Exception review, provide five (5) prints, (full size); at a scale of 1" = 20', of the proposed Site Plan, including the seal, stamp and signature of the NYS licensed professional preparing the plan; including the items listed below. a. Provide a wire-friendly shade tree along State Rt. 25 in lieu of the proposed Red Maple; Submitted: yes, a 2 — 2 '/2" Cal. Cornelian Cherry Dogwood is proposed; b. Provide the following landscaping notes and best management practices on the landscape plan: i. The use of native, drought tolerant plantings is required in landscaping; ii. Irrigation is limited to 15 percent of the total parcel area; iii. Only the use of organic fertilizers is permitted where the water- soluble nitrogen is no more than 20% of the total nitrogen in the mixture; iv. A maximum of 1 Ib. of nitrogen per 1,000 square feet is permitted in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year, v. The application of fertilizer products containing nitrogen, phosphorous, or potassium is prohibited between November 1St and April 1St Submitted: yes, provided on sheet L — 3 of the site plan packet; c. In the effort to minimize impacts to community character including quality of life and safety, a construction traffic management plan and construction schedule are required. Provide the following as notes on the grading and drainage plan: Construction Traffic Management & Schedule: i. A notice provided to all contractors and subcontractors accessing the site about the following: 1. Area speed limits; 2. School safety zones; 3. Locations of residential neighborhoods; 4. Days / hours of proposed construction activity. ii. Construction vehicle route shall be along State Route 25. Avoid using Ackerly Pond, Tuckers and Hortons Lanes; iii. Construction activities shall only occur from 7:00 a.m. to 6:00 p.m, on weekdays and Saturdays; iv. No construction activities are permitted on Sundays, year-round, or the following holidays: • New Year's Day • Memorial Day • Independence Day (July 4tn) • Labor Day • Thanksgiving Day • Christmas Day Submitted: yes, provided on sheet L — 2 of the site plan packet; 4 d. Provide a revised photometric plan compliant with Town Code §172. The total lumens on site shall not exceed 12,800 and is currently proposed at 30,972. Submitted: yes, provided on sheet L — 4 of the site plan packet; i. Sixty-seven (67) fixtures previously proposed; ii. Twenty-Eight (28) fixtures currently proposed (-39), all at 2700K (previously 3000K) 1) (6) Bollards along walkway and access to building @ 3' high; 2) (4) Pole Lights @ 12' high; 3) (10) Church wall sconce lights @ 8' high; 4) (4) Recessed wall lights, one at 11' 3" at entrance 5) (2) basement step lighting 6) (2) Sign Lights *Staff: all fixtures are LED and proposed at 2700K which is Code compliant; however, total lumens resulting from these fixtures have been reduced by 13,207 but are not compliant. Total lumens are proposed at 17,765 and exceed the Code maximum of 12,800. (+4,965) Residential and Limited Business districts = 10,000 lumens per acre 1.28acres X 10,000 = 12,800 Town Code X172-5 C( Q The average illuminance levels listed in the illumination levels for various common tasks, as provided in the IESNA Recommended Practices Guidelines, ,hall not be exceeded for exterior liohtjng unlosi ottrer i e specified or.approved by the Building Department or the Planning Board. The maximum number of lumens for commercial uses is 25,000 lumens per acre. For proposals in residential and limited business districts the maximum number of lumens is 10,000 lumens per acre. The Town recognizes that not eve situation will re uire gghtinS and excessive or unnecessary light shall be avoided. Appropriate lighting levels are dependent upon the general nature of the surroundin s and the Building Department or Planning Board maV require more or less than those listed in the IESNA Recommended Practices Guidelines...] *Distinctive site elements to consider allowing an additional 4,9w65 lumens 5 ➢ The subject parcel is within 1,000 feet of the Hamlet Center (HALO); ➢ This use typically includes large and/or numerous buildings and parking areas, and it can be difficult to provide safe and adequate on site lighting while being limited to the residential district lumen requirement. o All proposed fixtures are noted to be timer controlled for 30min after close of business or no later than midnight; o All proposed fixtures are at a warmer color temperature of 2700K, which is less than the Code maximum of 3000K. o On site foot candle levels are Code compliant and average less than 3.Ofc. V: Planning Board items to consider: 1. Pursuant to Town Code §172-5(C)(2), permit an additional 4,965 lumens regarding the photometric plan as detailed above; 2. Consider the proposed Cornelian Cherry Dogwood as the proposed wire friendly street tree along NYS Rt. 25; 3. Require the applicant to obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan to this office including the allowable flow for the site with the seal, stamp and signature of the SCDHS; 4. Require the applicant to obtain a highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit to this office; 5. Once the items listed above have been satisfied, all site plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced site plan application be scheduled for determination by the Planning Board at the next available public meeting. 6 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex SOVP.O. Box 1179 54375 State Route 25 �� ' ' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ' Telephone- 631 765-1938 Southold, NY www.southoldtowirmy.gov Til PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 29, 2021 Ms. Stacy Paetzel 5175 Route 48 P.O. Box 478 Mattituck, NY 11952 Re: Proposed Site Plan for First Universalist Church Located at 51970 Main Road, opposite Tuckers Lane & Main Road, Southold SCTM#1000-63-6-6.1 & 6.2 Dear Ms. Paetzel: am writing as a follow-up to the Work Session held on January 25„ 2021, where the Planning Board discussed the above-referenced Site Plan Application and determined the following: 1. Obtain a highway work permit from the NYS Department of Transportation (DOT) and provide one (1) print of the approved plan and permit to this office; 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan to this office including the allowable flow for the site with the seal, stamp and signature of the SCDHS. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Respectfully, Brian Cummings Planner COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON PIGOTT, MD, MPH Commissioner December 8, 2020 First Universalist Church of Southold P.O. Box 221 Southold,NY 11971 Subject: Variance Hearing SCDS Ref. #: C-20-0036; First Universalist Church Property Location: s/e/c Main Road& Tuckers Lane, Southold—t/o Southold SCTM# 1000-06300-0600-006001 & 006002 Due to the Coronavirus (COVI I9) response, your appointment to appear before the Board of Review of the Suffolk County Department of Health Services will take place by way of a ZOOM Meeting to comply with social distancing guidelines. Please note, Only Department representatives, applicants, applicant representatives, and formally invited parties, as Cc'd below will be able to speak during the hearing. All other interested parties may listen/view the hearings by using the links below and may submit comments regarding the application under review by mail to The Suffolk County Department of Health Services Board of Review, 360 Yaphank Avenue, Suite 2 , Yaphank, NY 11980 to comply with the New York State Governor's Executive Orders. Comments must be received by Wednesday December 23, 2020. The meeting has been scheduled for December 17, 2020 at 11:00 a.m. You and interested parties are requested to login, with or without counsel. On that occasion, you may produce any information or evidence you wish to be considered concerning the above-referenced property. The following login information is required for your hearing: 11:00 Zoom Meeting Info: Step 1: Join ,Meetling, by clicking the following Link x,li., �s/j/8)979,")51,32 7 Note: Before joining, be sure to check system requirements to avoid any connection issues. STEP 2: Choose one of the following audio options: IV DIVISION OF ENVIRONMENTAL QUALITY ublie e t 360 Yaphank Avenue, Suite 2C,Yaphank NY 11980(631) 852-5700 Fax(631) 852-5755 ,., lir �_­t• TO USE YOUR COMPUTER'S AUDIO: If your computer is capable,After Completing STEP I you will be asked to connect to audio using your computer's microphone and speakers (VoIP). Note this is the preferable method to participate in the webinar/meeting and a headset is recommended but not required. --OR— TO USE YOUR TELEPHONE: If you prefer to use your phone then After Completing STEP I you must select "Use Telephone" or tab stating "Phone Call" and call in using the numbers provided and also stated below. Dial by your location United States: +1929 436 2866 US (New York) Webinar ID: 897 95513247 Audio PIN: Shown after joining the webinar/meeting via STEP I and selecting to telephone. Should you have any questions, please call (631) 852.5801, Very truly yours, John Sohngen, P.E., Chief Chair, Board of Review JS/jb C: R.J. Gruber Condon Engineering Heather Lanza-Town of Southold Andrew Freleng-Planning Department Blaise Ehrlich-Reviewer VDIVISION OF ENVIRONMENTAL QUALITY Ptiblicl-Tealth 360 Yaphank Avenue, Suite 2C,Yaphank NY 11980 (631) 852-5700 Fax(631)852-5755 �n 0 1 722 November 9, 2020 �� Soumoia I own Panning Board BY HAND Southold Town Planning Board Attn: Brian Cummings Southold Town Hall Annex 54375 Main Road Southold, NY 11971 Re: First Universalist Church of Southold SCTM 1000-63-6-6.1 and 6.2 Proposed Site Plan for First Universalist Church Dear Brian: In response to the Southold Planning Board Office letter dated December 12, 2018 prepared by Brian Cummings for the proposed Site Plan for First Universalist Church. 1. The highway work permit from the NYS Department of Transportation (DOT) has been submitted by Condon Engineering, P.C.We will submit the final permit once it has been approved. 2. The Sanitary Plan, prepared by Condon Engineering, P.C.,was submitted to the Suffolk County Department of Health Services(SCDHS) on October 23, 2020. We will submit the final permit once it has been approved. 3. The Notice of Intent(NO1)and Stormwater Pollution Prevention Plan (SWPPP) is currently being prepared by Condon Engineering, P.C.,for submission to the NYS Department of Environmental Conservation (NYSDEC). We will submit the final permit once it has been approved. 4. The architect has met with and presented the project to the Southold Town Historic Preservation Commission. While the Project is designed to be sensitive to and appropriate for the Historic District,the architect has been informed, by the Chairman of the Commission, Edward Webb,that since it is New Construction, and not a proposed Exterior Alteration to an existing or designated landmark, HPC does not have strict jurisdiction and therefore we are not required to obtain a formal Certificate of Appropriateness. 5. The letter from the Office of Parks Recreation and Historic Preservation (OPRHP)stating"the proposed reconstruction will have No Adverse Effect upon the Southold Historic District," is included. 6. a.The Planting Plan is updated with the Red Maple changed to a Cornelian Cherry Dogwood,which is a wire- friendly tree. b.The landscaping notes and best management practices have been added to the Planting Plan. c.The construction traffic management plan and construction schedule have been added to the Site Plan and Grading and Drainage Plan. d.The photometric plan and lighting design summary/specifications have been revised to reduce the total proposed lumens, as requested. This reduction was accomplished by selecting alternative fixtures and reducing the overall quantity of fixtures.The kelvins per lamp have been reduced to 2700k in lieu of the code permitted 3000k. (continues on next page) ,,11 aP IN I4.�:. 'i�K 7 „ i w1:'x 91 iIr41, I,IMV'":v 1106 11952 p , IV,I iIa,1,."�1X.I�a0 it d. (continued)With these changes,the total proposed lumens have been reduced from 30,972 to 17,765. Although the subject property is currently zoned as Residential Office (RO),the allowed lumens for a commercial use(25,000/acre) may be more appropriate for the existing uses. We believe this revised plan represents the minimum amount of lighting necessary to provide safe access throughout the property. If the quantity of fixtures and/or proposed lumens are decreased further than the currently proposed plan, it may not be adequately lit. In response to the Southold Planning Department Staff Report dated December 3, 2018, prepared by Brian Cummings. 4. Referrals: Office of the Town Engineer 1.a. On the Grading and Drainage Plan (sheet L-2), detail 1b was added to show the connection (piping) detail between the proposed drainage system and drywells. 1.c.A section of the Proposed Infiltration Area (sheet L-5) is included in the submission. On behalf of the First Universalist Church of Southold enclosed are the following documents for this resubmission: • Office of Parks Recreation and Historic Preservation (OPRHP) letter dated December 31, 2018 • Nine (9) prints full size of proposed Site Plan, Grading+Stormwater Management Control Plan, Planting Plan, Lighting Plan+Section A—Proposed Infiltration Area revised November 1, 2020 In Nine(9) prints of Lighting Design Summary and Specifications revised November 1, 2020 Should you have any questions or require additional information, please don't hesitate to contact me. Sincerely, Stacy Paetzel, RLA cc: First Universalist Church of Southold (Randy Wade) Peter Marren,AIA William D. Moore, Esq. d! d ll'1"..311zw Uf, ,. �'r ,..�1�!��i �lill,..arl�.I'�r ✓ r,ri,. 1191)/ 61319099/11011.)h h .adcv:oiY) NEWYORK Parks, Recreation, umm� OPPOplaOW Historic CUOMOANDREW M. IK KULLESEID Governor Commissioner March 30, 2020 Mr. Mark Terry 53095 Route 95 PO Box 1179 Southold, NY 11971 Re: LWRP Southold Unitarian Universalist Church 51970 Route 25, Southold, NY 11971 18PRO7771 Dear Mr. Terry: Thank you for continuing to consult with the New York State Historic Preservation Office (SHPO). We have reviewed the provided documentation in accordance with Section 106 of the National Historic Preservation Act of 1966. These comments are those of the SHPO and relate only to Historic/Cultural resources. We have reviewed the provided elevation drawings. Based upon that review, it is the SHPO's opinion the proposed reconstruction will have No Adverse Effect upon the Southold Historic District. If substantive changes are proposed, consultation with our office should resume. If you have any questions, I can be reached at 518-268-2181. Sincerely, Beth A. Cumming Senior Historic Site Restoration Coordinator e-mail: beth.cumming@parks.ny.gov via e-mail only cc: S. Paetzel Division i iPreservation P.O. Box 189,Waterford,New York 12188-0189•(518)237-8643®parks.ny.gov FIRST ILII E S LIST CHURCH OF S UTH L 51970 MAIN ROAD SOUTHOLD, NY Lighting Design. Summary and Specifications Original: August 20, 2018 Revised as per Southold Planning Board: November 9, 2020 -- ------... m L _ [ ( V 11 2020 S;oL11,Not-- 'o—w- 5 PIIann4ng Board Prepared by: First Universalist Church of Southold Proposed Lighting Plan Lighting Overview The proposed lighting design intends to provide safe levels of night lighting for the members and visitors of the First Universalist Church of Southold. The plan was designed to meet the Town of Southold Code and the egress requirements of the New York State Building Code. Lighting is proposed to create a safe nighttime environment in pedestrian areas, specifically where pedestrian and vehicular activity occurs simultaneously. All pre- existing, non-conforming light fixtures will be replaced or removed. Existing utility pole street lights are to remain. Existing Post Lights-2 at entrance (to be removed) Existing Sign Up-Lights-2 at entrance (to be removed) rJ„ i 4111 Existing Solar Security Light- 1 at shed %i Existing g Motion Lights ( ) 1 at shed, 2 at House to be removed Existing Sconce- 1 at Parish (to be removed) a /�� / Existing Utility Pole Street Lights-2 (to remain) Manufacturers' specification sheets for the proposed fixtures are attached to the end of this narrative. 2 Parl n area The parking area is proposed to be lit with three (3) Bega 84120 + (1) Bega 84121 pole lights mounted on Bega 906HR 12' H. post (Figure 1). After careful study of the lighting levels in conjunction with the lighting manufacturer's design department, we believe the proposed layout provides the most efficient and safest lighting, while still maintaining a very low level of light. We believe that the proposed layout provides a safe and energy-efficient night-time environment, while meeting the Town code requirements and Planning Board's lighting guidelines. Image of Fixture A 1 + A2 (Figure 1) Pathway Lighting Six (6) directional bollard lights made up of Hess Linea LN900S 3'-0" H. (Figure 2) are proposed along the building entrances + pedestrian walkways. The bollard lights are effective lights for narrow pathways. All pathway fixtures will be controlled by an automatic timer. Image of Fixture B (Figure 2) 3 Mall Lights Building Entrances Three (3) Bega 22272 recessed wall lights (Figure 3) are proposed within the freestanding stone wall at the entrance to the building. The recessed wall lights will illuminate the space around the stone wall. One (1 ) Bega 55922 recessed ceiling light (Figure 4) is proposed within the overhang of the south facing entrance. It will provide safety lighting to the ADA accessible entrance to the building. The first floor and basement entrances on the east facing part of the building will be lit with ten (10) Bega 33405 sconces (Figure 5). Two (2) Bega 22215 surface mount lights (Figure 6) will be mounted on the wall of the basement steps. They will provide safety lighting for access to the basement from outside. Ili r III Iii�III � I�ISN„ tll. J Irnage of Fixture C (Figure 3) Image of Fixture D (Figure 4) j i, F Image of Fixture E (Figure 5) Image of Fixture F (Figure 6) 4 Sim htin We propose two (2) Sews Styk Exterior Linear sign lights (Figure 7) to illuminate the relocated church sign at the entrance of the parking area. They will illuminate the two sides of the sign directly below it. Image of Fixture G (Figure 7) !;jonolusion The proposed lighting design has been updated to respond to the lighting comments in the Town of Southold Planning Department Staff Report dated December 12, 2018. The total proposed lumens have been decreased from 30,972 to 17,765, which has been achieved by finding alternative fixtures that provide a wider spread of illumination. The result takes into consideration all relevant lighting regulations and guidelines and good design principles, including aesthetics and lighting engineering. It is our intent to provide safe lighting using the lowest illuminance levels, least energy, and fewest fixtures possible. 5 IINEWYORK A1NDR111:..:.W IM. CU01M0 STATE OF -f Department o OPPOIRTUMTY- Transportation Governor MARIE.- Tl 1E1R1E.:.SE DOMINGUEZ ComrMss�oner RICHARD B.CAUSIN,RIE. Acting IRegicrnM Director March 11, 2020 Mr. John J. Condon 1755 Sigsbee Road M A 1' 1 3 x'02 ..........1 11........-11-11,111,.....------ Mattituck, NY 11952 �,outv,10 Towr� Naninng 1:3oard Submission: January 232020 51970 Main Road Gnus NY25 Southold SCTM# 1000-06300-0600-006001 NYSDOT Case No. 82236 Dear Mr. Condon, This is in response to your submission for the subject site. Please address the following comments prior to the issuance of the highway work permit. 1. Show all existing features, e.g. concrete steps, utilities (OH and UG), drainage structures, etc. 2. Show restoration details for features that may be disturbed due to contractor's operations e.g. pavement, curb, sidewalk, pedestrian ramps, etc. They shall be ADA compliant and referenced to NYSDOT specifications, item numbers and details. Verify approved item numbers at www.dot.nv.-qov/PIC. 3. The site access to and from westbound NY25 is not clear. No signage is proposed, and existing striped median continues across the proposed driveway. 4. Location of the proposed driveway raises safety issues due to sight distance. Consider relocating it to the Tuckers Lane intersection. Evaluate if new traffic controls, including potential signal or roundabout will be needed. 5. Proposed type 1 driveway is not appropriate at this location, as no ramps are proposed for existing sidewalk. Consider Driveway Type 2 or Type 3 instead. Refer to Standard Sheets 608-03. hftps://www.dot,ny.gov/main/business-center/enqineering/cadd- info/drawings/standard-sheets-us, Provide applicable Details and Item Numbers. 255Veor sVVlei!iiic:riiiaVlf.,.U�g�lWaY 6. Provide stop sign and double yellow barrier at the site driveway. 7. Indicate NYSDOT curb ramp type chosen and provide NYSDOT Details in accordance with Standard Sheet 608-01 8. If the church has a historic register designation, verify that it meets applicable requirements. 9. Label width of existing sidewalk and snow storage strip along the curb. 10. All drainage must be contained on site, since we do not allow runoff from private property onto public roads. Include calculations in plans and provide details for proposed retention system verifying that all drainage is contained onsite. 11. Sheet 1 of 2 shows table for `Test Hole Data' with a note at elev 24.0 'EI 4,0 Highest Exp. Groundwater Elev'. Please verify the correct groundwater elevation 12. Trench drain is proposed in the driveway near the property line. Provide connection detail where the drainage will be disposed of. 13. The pavement runoff must flow smoothly along NY25 curb line. Grades must be shown at appropriate intervals along the curb, at the limits of the driveway and the nearest drain inlets. 14. Underground electric line is proposed to be rerouted in the State Right of Way. This work will require a separate utility work permit from us. Label this work as; `By others, under separate utility highway work permit from the DOT'. 15. ESAL calculations are required for all "Superpave" asphalt pavements. If help is required, Joseph Maresca from Pavement Management (631-952-7027, Jose h.Maresca dot.n ov) can assist in the calculations (need to include Permit Case number). 16. Pedestrian connection between the buildings on site and public sidewalk are shown, Label their width to be 5ft minimum. Add ramps and pavement markings where needed for continuity. 17. Bicycle parking facilities are recommended on site. On future submissions please indicate where bicycles for parishioners and staff will be parked/secured. Bicycle racks should be located close to the building entrance. They should not obstruct the Pedestrian Accessible Route (PAR) to the building and be clearly visible to cyclists and the public. Inverted "U" or "A" shaped racks are recommended. 18. In the Work Zone Traffic Control (WZ) plan, pedestrians should be accommodated on site with a 5' wide passage. 250 Veterans IMeriroiiiM II-N'ighwaay �:��u.ufte 6A-7, Hauplurauge, NY 11788ww dot ny gov 19. We recommend that survey markers be installed at the property limits along the State highway frontage and ROW markers at any intermediary turning points in accordance with NYSDOT Standard Sheet 625. Please include the appropriate detail. 20. Provide landscape plans with native plants. Include size & species proposed. Provide street trees 30-35' apart, behind the sidewalk, and shrubs along the site where possible. 21. Provide erosion and sediment control plans in accordance with Standard Sheet 209,. 22. Add/Revise the following notes to the plans. If already included, please indicate where in the plans: a. All lanes must be open to traffic before 10 AM and after 3 PM. No lane closings are permitted on weekends or holidays. Nighttime lane closings will not be permitted without prior approval from the State Permit Inspector. b. Before construction, the contractor shall coordinate with State Permit Engineer regarding appropriate location for snow stakes sleeves. c. After construction, sidewalks and ramps must be evaluated for compliance with current ADA standards. The permittee or his designated "designer of record" shall field verify that the pedestrian features (ramps, sidewalk, etc.) were constructed to current ADA standards NYSDOT EB 16-012 and submit required documentation to the State Permit Engineer before the work can be accepted as complete and the permit be closed. The features that do not comply with ADA requirements upon completion will require removal and reconstruction. d. Pavement restoration shall be in kind. Minimum width of asphalt restoration should be 4' for proper compaction. Add 1 ft overcut for top course. e. All cold joints to be sealed with hot applied sealant. f. Tack coat is required between all lifts and joints, regardless of when placed. g. The thickness of curb ramps should be a minimum 6" and they should include wire fabric reinforcement with 3" of top cover. The ramps shall have a 5'x5' landing. h. The contractor shall clean existing drainage basins along and immediately adjacent to the NY site frontage during and after construction as ordered by the State Engineer. L All proposed road improvements detailed in the Site Plans must comply with the latest versions of AASHTO, ADA, National Manual of Uniform Traffic Control with the NYS Supplement (MUTCD), NYSDOT Highway Design Manual, and the POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS. Road improvement plans must provide all appropriate NYSDOT Standard Details and NYSDOT Standard Item lease p g www-dot,ay.gov/permits. Numbers. For more info, oto dot.n o / ermits. j. Any utility work proposed in State Highway right-of-way will require separate application and submission of restoration plans. Follow the guidelines of our utility handbook, Blue Book titled, `Requirements for The Design and 250 Veterans Memorial Highway—Suite 6A-7, Hauppauge, NY 117881 www.dot ny.gov Construction of Underground Utility Installations Within the State Highway Right-Of-Way'. The applicant should contact Mr. Luis Garcia (631-727-1731, Luis.Garcia@dot.ny.gov) for further directions regarding Utility Highway Work Permit (HWP) applications. The utility HWP issuance is subject to issuance of the HWP required for site work. Please submit a set of revised plans and a response letter. We need a paper and electronic (pdf) copy of each of these items. The response letter shall state how, and where in the plans, the above comments are addressed, item by item. Requirements for additional documents will follow after the plan is accepted. Review of the subject project is being coordinated by Mohammad R. Islam (631-952- 6813). Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, for SHAIK A. SAAD, P.E. Permit Section Manager Traffic Safety and Mobility Group SAS:MT:MI:mo'c cc: Town of Southold Mr. Vincent M. Orlando, Superintendent of Highways Ms. Heather Lanza, Planning Director 250 V7 terains Mc:muapiia,nR F6oggh wary—`:mnuir e 6A-7, h-Ila ugppcepugge, NY 11788 www dot uny.gov BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson .�'" ' 53095 Main Road•P.O.Box 1179 A! Southold,NY 11971-0959 Patricia Acampora Office I..ocaflon: Eric Dantes Town Annex/First Floor Robert Lehnert,Jr. ► 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU +, Southold,NY 11971 4 °° . .. http:Hsoutholdtownny.gov RECEIVED ZONING BOARD OF APPEALS iia G 3:2 0M TOWN OF SOUTHOLD ti� FEB 2019 ,.o - Tel.(631) 765-1809•Fax (631)765-9064 • n" "w Plannin, Board — . . So hold "down cl r FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 21,2019 ZBA FILE No.: 7123 SE NAME OF APPLICANT: First Universalist Church PROPERTY LOCATION: 51970 NYS Route 25, Southold,NY SCTM No. 1000-63-6-6.1 &6.2 SE RA Dffr'ERMINATION: The Southold Town Planning Board, as Lead Agency, at the conclusion of their uncoordinated review, has classified the proposed Action for Special Exception Approval and Site Plan Approval, as Type I, pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law, and on December 3, 2018 determined that the Action having a Negative Declaration will not have a significant adverse impact on the environment. On February 7, 2019, the Zoning Board of Appeals,by resolution accepted the Southold Town Planning Board's State Environmental Quality Review determination that this Action will not have a significant adverse impact on the environment. S11FF0LK CO1JNTY A 2M1NISTRAT JE C0QE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 21, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. I'ROPEI TYIaACT /DF JKI TI N: The subject property is a conforming 52,272 square foot parcel measuring 353.86 feet fronting NYS Route 25 along the curved northerly and westerly property line, measures 323.21 feet along the easterly property lines, and measures 247.04 along the southerly property line. The parcel is improved with a wood two story framed dwelling (parish house) with an enclosed porch and roof over wood deck at the northeast corner of the parcel, a second two story frame dwelling with an enclosed porch at the southerly portion of the parcel, two framed sheds and a portable trailer all shown on a survey prepared by Kenneth M. Woychuck,LS, dated June 15, 2016. BASIS OF APPLICATION: Request for Special Exception pursuant to Article III, Section 280-13 B(l) and _ ....Article. III, Se do 2803., B 1 the applicant i .re 'urstin F nui ottstru L a new xl? building upon a parcel with a pre-existing single family dwelling and a parish house, located at:. 51970 Route 25, Southold,NY. SCTM Nos. 1000-63-6-6.1 & 1000-63-6-6.2. Page 2, February 21,2019 #7123 SE,First Universalist Church SCTM No. 1000-63-6-6.1 &6.2 I�:LLI .F 1 ES'l''.: : The applicant proposes to build a 6,757 sq. ft. church and install required parking areas while maintaining the existing parish house and residence, and removing the two frame sheds. According to Town Code, a special exception permit is required. The proposed improvements will require site plan approval by the Town of Southold Planning Board ADDIT1ONAjl IN1 ��: This parcel was once improved with a church building that was built some time in the late 1800's or turn of the century, and recently was destroyed by fire. The Landmarks Preservation Commission shall consider the issuance of a Certificate of Appropriateness once a building application is submitted to the Town's Building Department. F1ND1NGw Cif FACT 131WS ONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7, 2019 which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject lot fronts along Main Road in Southold in a mixed-use area containing another church, the American Legion Hall, small businesses and residential properties. The original church historically existing for more than 100 years on this lot. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts Places of worship are typically considered community assets C. That the safety, the health,the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location.Until recently a church was situated on the subject lot for generations without adverse impacts and the application to build a new church in its place requires site plan approval from the Southold Town Planning Board to ensure that any possible adverse impacts will be mitigated. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The proposed new house of worship has been reviewed by the Landmarks Preservation Commission and ` has been carefully designed to be in keeping with the site and the historic nature of the old church that served the community for so many generations. The proposed site plan shows improved on-site parking and landscaping. P. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management. Page 3,February 21,2019 #7123SE,First Universalist Church SCTM No. 1000-63-6-6.1 &6.2 In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent(whether liquid, solid, gaseous or otherwise) that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or ifproposed by the'Fawn or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church, school, theater, recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage,refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. Q. The issuance of a Special Exception permit, as applied for in this application, is also subject to the following specific criteria and requirements which have not been met pursuant to Sections and 280- 1313(2) and 280-38B(1)of the Town Code: Places of worship, including parish houses (but excluding a rectory or parsonage, which shall conform to the requirements for a one-family dwelling), subject to the following requirements: (a) No building or part thereof shall be erected nearer than 50 feet to any street line and nearer than 20 feet to any lot line. Page 4,February 21,2019 #7123SE,First Universalist Church SCTM No. 1000-63-6-6.1 &6.2 (b) The total area covered by all principal and accessory buildings shall not exceed 20% of the area of the lot. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Chairperson Weisman, seconded by Member Lehnert, and duly carried to GRANT, a Special Exception, as applied for, and shown on the site plan prepared by Stacy Marshall Paetzel dated November 6, 2017 and the architectural floor plans and elevations prepared by Peter Michael Marren, Architect, dated November 21, 2017. SUBJECT TQ 1 H I�Cil L W Q0NDUID . 1. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building.Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. 2. This Special Exception Permit requires an operating; permit and inspection by a Building Inspector from the Building Department that must be renewed annually. Itis the ate R1icapf r po sibi ly to contact the Building Department on an annual basis to schedule the required inspection. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 3. This Special Exception permit requires that the applicant complete construction on the new church building and begin the approved special exception use in compliance with the conditions imposed by the Zoning Board of Appeals Nvithin three years from the date of this decision. However, the applicant may apply in writing to the board of".Appeals for up to three one-year extensions for good cause 4. In accordance with the Zoning Board of Appeals, approval shall thereafter be deemed a lawful use as if the same were permitted by this chapter without need for a special exception permit; provided, however,that: a. All conditions imposed by the special exception approval shall continue to apply unless they, by their express terms, are of limited duration. b. All conditions imposed on special exception approval uses generally or specifically by this chapter shall continue to apply, regardless of whether any such conditions were expressly incorporated into the special exception approval. c. The Zoning Board of Appeals shall retain continuing jurisdiction over the same; d. The duration of a special exception use may be limited to specified time period as set forth in the approval of the Zoning Board of Appeals, if the approval is silent as to the duration of the special exception use,then said use shall be in perpetuity; e. A special exception use which has been discontinued for a period of one year or more shall be deemed abandoned 5. The applicant must obtain site plan approval from the Planning Board. Failure to do so will render this Special Exception Permit null and void. 6. The applicant must obtain a Certificate of Compliance from the Historic Preservation Commission. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE: iolai rr�uyt' Condif.k)ns. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of Page 5,February 21,2019 #7123SE,First Universalist Church SCTM No. 1000-63-6-6.1 &6.2 this chapter. The Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modem, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article UY, Section 280-141 of the Town Code. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly adopted (4-0). (Member Acampora was absent) Leslie:Kanes Weisman, Chairperson Approved for filing �/ 6?5 /2019 OFFICE LOCATION: 1 MAILING ADDRESS: Town Hall Annexe" °� P.O. Box 1179 54375 State Route 25 �� �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) 61 Southold, NY + Telephone: 631 765-1938 www.southoldtownny.gov u f . PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 5, 2018 Ms. Stacy Paetzel 5175 Route 48 P.O. Box 478 Mattituck, NY 11952 Re: SEQRA Determination: First Universalist Church 51670 Main Road, ± 50' s/e/o Tuckers Lane & Main Road, Southold SCTM#1000-63.-6-6.1 & 6.2 Dear Ms. Paetzel. The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 3, 2018: WHEREAS, this site plan is for the proposed construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District; and WHEREAS, on September 11, 2018 the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type I Action as it falls within the following description for 6 NYCRR, Part 617.4(b)(9) "any Unlisted action (unless the action is designed for the preservation of the facility or site) occurring wholly or partially within, or substantially contiguous to, any historic building, structure, facility, site or district or prehistoric site; and WHEREAS, the Planning Board performed a coordinated review of this Type I Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act; be it therefore RESOLVED, that the Southold Town Planning Board hereby declares Lead Agency status for the SEQRA review of this Type I Action; and be it further First Universalist Church — December 5, 2018 - Page 2 NOWIANNOWNEWANA RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls. Cc: Southold Town Board Town of Southold Historic Preservation Commission New York State Department of Transportation Suffolk County Dept. of Health Services Office of Wastewater Management Mr. Jeff W. Szabo, CEO Suffolk County Water Authority NYSDEC Environmental Notice Bulletin OFFICE LOCATION: :° w MAILING ADDRESS: Town Hall Annex '" P.O. Box 1179 54375 State Route 25 � ��� �y Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) 9a . Southold, NY Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Proposed Site Plan for First Universalist Church Project Number: SCTM#1000-63-6-6.1 & 6.2 Date: December 3,2018 The Town of Southold Planning Board as lead agency has determined that the proposed action described below will not have a significant adverse impact on the environment. This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. Name of Action: First Universalist Church SEQR Status: Type 1 X Unlisted Scoping: No X Yes_ If yes, indicate how scoping will be conducted: Description of Action: This proposed Site Plan is for the construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Location: 51670 Main Road, Southold In a November 14, 2018 letter, the Suffolk County Department of Economic Development and Planning responded that they have no objection with the Planning Board taking lead agency. No other comments were issued. SEQPage 12December_ _3, 2018 Reasons Supporting This Determination: 1. Impact on Land The parcel is located within the Residential Office zoning district(RO). The purpose of the zoning district is: "is to provide a transition area between business areas and low-density residential development along major roads which will provide opportunity for limited nonresidential uses in essentially residential areas while strongly encouraging the adaptive reuse of existing older residences, to preserve the existing visual character of the Town and to achieve the goal(s) of well-planned, environmentally sensitive, balanced development, which the Town has determined to be desirable. " The proposed use, Place of Worship, requires Special Exception from the ZBA pursuant to Chapter 280-38(B)1. The parcels to the west and north are split zoned RO and Residential 40. The parcels to the south and east are zoned RO. The proposed use is not discordant with the surrounding uses or zoning districts. Adverse impacts to land will not occur. 2. Impact on Geological Features The site does not contain nor is it adjacent to any unique geologic features. 3. Impacts on Surface Water The nearest surface water is Jockey Creek located 1934+to the south of the parcel. The generalized flow of groundwater from the parcel is expected to be towards the Jockey Creek and Peconic Bay. Recent studies have linked on-site conventional sanitary systems with contributing nitrogen(nitrates)to surface waters and cumulative impacts could be moderate to large in areas with low flushing and high nutrient loads. Long-term, cumulative impacts to downstream water bodies are a concern. Wastewater will be directly discharged to groundwater via the existing sub-surface sanitary wastewater system currently serving two bathrooms on-site. The systems are in compliance with Suffolk County Department of Health Services Article VI Regulations. The parcel is located within a 2-25 year Baseflow Contributing Areas as identified on the SCDOH Priority Area Map (Reclaimourwater.info) and groundwater is expected to travel to surface waters within this timeframe. To mitigate potential cumulative impacts from N loading, the installation of an I/A Onsite Wastewater Treatment System capable of treating total nitrogen (TN) to 19 mg/L for all newly constructed wastewater systems is required. Impervious surface area on site will increase over existing conditions. One-hundred percent of the site is well drained and the site plan includes passive drainage features. The control of stormwater will be achieved on-site pursuant to Chapter 236 Stormwater Management of the Southold Town Code requirements. SEER 1JnviroiwiciiMl Assessnietit EU&U D ccnab r 3, 2018 Adverse impacts from the proposed action on surface water quality downstream of the site are expected to be low if an I/A Onsite Wastewater Treatment System is required for any new wastewater systems. 4. Impact on Groundwater Test hole data indicates that that groundwater was encountered 24' below the surface. In a November 27, 2018 letter from Suffolk County Water Authority (SCWA) it was found that no appreciable impacts to groundwater would occur. The use of low maintenance landscaping design for water conservation is recommended. The parcel is located within Groundwater Management Zone IV and is not located within a designated Special Groundwater Protection Area. Water supply to the parcel is sourced from a sole source aquifer. In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan(208 Study). The 208 Study identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying groundwater flow patterns and water quality. The subject site is located within Suffolk County Department of Health Services (SCDHS) Groundwater Management Zone IV, which according to Article 6 of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. The applicant proposes to connect to public water (SCWA water main on S.R. 25) via a 1" water main. The estimated water usage is 2,257 GPD for potable water use and an estimated additional 500 to 575 GPD for irrigation from June to August(peak). Irrigation rates are estimated at 8-21 GPM depending on which zone is running and frequency and duration will be reduced in the shoulder seasons from April to October. Rates will reduce with the establishment of lawn and planted species. The applicant has indicated that the existing, grandfathered sanitary flow for the parcel is 2304 GPD (John Condon P.E.). Calculated sanitary flow for the use is 2,257 GPD. Cumulative, long term impacts from sanitary waste to groundwater quality is a concern and moderate impacts could result. As discussed above, to further mitigate potential water quality impacts, the installation of an I/A Onsite Wastewater Treatment System is required for newly constructed wastewater systems. Recognizing the problem of Nitrogen(nitrates) loading in ground and surface waters, the Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent and passed Local Law 41-2007 to reduce Nitrogen pollution countywide. Although the landscaped area is small, the following best management practices will be required. a. The use of native, drought-tolerant plants in landscaping. b. Limit irrigation to 15 percent of the total parcel area. c. The use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. d. Apply a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. SEQR Environmental Assessment IL,4 December 3, 2018 e. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st. The expected adverse impacts to groundwater are expected to be low with the implementation of the above requirements. 5. Impact on Flooding The action is not located within a floodway or FEMA mapped flood zone. Drainage will be controlled via on-site control structures pursuant to Chapter 236 Stormwater Management of the Southold Town Code regulations. Adverse impacts on flooding are expected to be none to low. 6. Impacts on Air Air pollution can harm human health and damage elements of the ecosystem. Exposure to air pollution is associated with numerous effects on human health, including pulmonary, cardiac, vascular, and neurological impairments. The proposed action will not result in the significant increase of air pollution or fugitive dust. Adverse impacts on air as a result of this action are expected to be none to low. 7. Impacts on Plants and Animals The NYSDEC Environmental Resource Mapper was referenced to determine any environmental designation have been placed on or in the vicinity of the parcel. None were found. Most vegetation on the parcel has been cleared and wildlife species utilizing the site are indicative of common species adapted to neighborhood settings. The Planting Plan(L-3) provides a sufficient amount of native vegetation. Adverse impacts to existing plants and animals are expected to be none to low. 8. Impact on Agricultural Resources The parcel is not designated within an Agricultural District nor contains viable agricultural soils. Due to the parcel size, location, zoning district and historic and current religious institution use, adverse impacts to agricultural resources on this property are expected to be none too low. 9. Impacts on Cultural/Archeological Resources The parcel is located within the Southold Historic District. The historic church structure that occupied the site had burnt down in March of 2015. The Parsonage was not damaged. SEOR 1"�nvirc iunental Assessment Pae 15 l eceniber 3 201.8 Structures constructed within the district require review and approval through the issuance of a Certificate of Appropriateness (C of A) before a building permit will be approved by the Southold Town Landmarks Preservation Commission. This oversight will further achieve the preservation of the historic character and culture of the district. Based on the pre-existing development and disturbance resulting from restoration of the site following a structure fire, impacts to cultural/archeological resources are expected to be low. 10. Impacts on Aesthetic Resources The site is directly visible from a New York State Scenic Byway, and is visible from publicly accessible vantage points seasonally and year-round by routine travel of residents and visitors. The proposed building includes features indicative of a church, including a tower with a top elevation of 52'and architecture cognizant of the historic and scenic character of the streetscape. The new construction proposed would increase the percent lot coverage to 17.1 percent and conforms to bulk schedule requirements. Adverse impacts to aesthetic resources are not expected. 11. Impact on Open Space and Recreation The site does is privately owned and does not currently offer public recreational opportunities. The likelihood of the land area being converted to recreational use is low. 12. Impact on Critical Environmental Areas The site is not located within a Critical Environmental Area. 13. Impact on Transportation The site will be accessed from S.R. 25 using an existing curb cut with a 22' wide aisle width. A total of 34 parking spaces (including 2 handicap spaces) are proposed. The parcel is located opposite Tuckers Lane and Budds Park Memorial on a curve. The speed limit in this section of the road is 30 MPH. The line of sight from the proposed access is limited for southbound travelers. There is currently not a delineated left hand turn lane for traffic entering the parcel. Historically, vehicles park on the shoulder of S.R. 25 to access the Parsonage building east of a "No Stopping" sign. The signage continues along the front of the property around the radius of the curve for the entire width of the property. Over flow parking for events is expected to be in the street where permitted. The New York State Department of Transportation will be contacted to determine if additional safety improvements are necessary. F,,,Q ,�igyironj-qei tat Assessment Page � 6 December 3,2 1 Pedestrian access is sufficient with an existing sidewalk along the front of the parcel connected to residential areas and the commercial center of the Hamlet. Moderate to large impacts to transportation are not expected. 14. Impact on Energy The structures are expected to contain customary interior and exterior electrical fixtures under normal energy use. Construction of all buildings shall comply with New York State Energy Conservation Construction Code. No alternative energy is proposed. Adverse impacts on energy use are expected to be low. 15. Impact on Noise, Odor, and Light Noise will be short term in duration and limited to construction operations. Anticipated term of construction will be 10 to 12 months. Odors capable of adversely impacting the area are not expected. Lighting is proposed to comply with Chapter 172. Lighting, Outdoor in the Southold Town Code. Lighting fixtures on site that do not currently comply will be removed and replaced with compliant fixtures. Two utility pole streetlights currently in place will remain. Adverse impacts on noise, odor, and light are expected to be low. 16. Impact on Human Health No substantial hazard to human health is expected to occur as a result of this proposed action. Stormwater and fugitive dust are expected to be adequately controlled pursuant to a Chapter 236 Stormwater of the Southold Town Code. The parcel is located outside of the FEMA mapped flood zone. Adverse impacts to human health are therefore expected to be none to low. 17. Consistency with Community Plans On October 10, 2018, the action was recommended as consistent with the Town of Southold Local Waterfront Revitalization Program Policies (LWRP). The action is also consistent with community plans. Adverse impacts on the consistency of community plans are expected to be low. 18. Consistency with Community Character The parcel is located within 1500 feet of the Southold Union Free School property (Elementary School, Junior/Senior High School). The site is served by the Southold fire and police departments and Southold Union Free School District. School aged children will not be living at the site and therefore no impacts to the schools will occur. SEQE Fjiviroiirnetital , ssessgicrit Pae 17 December .3 018 The Southold Fire District determined that there is adequate fire protection for the property. The proposed use is not expected to create moderate to large demand for additional community services (e.g. schools, police and fire). The proposal is not inconsistent with community character of the area. For Further Information: Contact Person: Mark Terry, AICP, Assistant Town Planning Director Address: P.O. Box 1179, 5309 State Road 25, Southold,New York 11971 Telephone Number: 631-765-1938 AgencyUsethily J,1fApph(ah1VJ Project First Universalist Church December 3,2018 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: 0 Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. 9 Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. 0 The assessment should take into consideration any design element or project changes. 0 Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact 0 For Conditional Negative Declarations identify the specific condition(s) imposed that will modify the proposed action so that no significant adverse environmental impacts will result. 0, Attach additional sheets,as needed. See Attached State Environmental Quality Review Negative Declaration Notice of Determination Non-Significance Determination of Significance - Type I and Unlisted Actions ............................... ...................................... SEQR Status [0 Type I El Unlisted Identify portions of'EAF completed for this Project: [Z] Part I Part 2 Part 3 ........... Upon review of the information recorded on this EAF,as noted,plus this additional support information and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the Southold Plannjnq board .-„mm __,.,.,. -�as lead agency that: ® A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617A). ❑ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: First Universalist Church SCTM#1000-63-6-6.1 &6.2 Name of Lead Agency: Southold Planning Board Name of Responsible Officer m Lead Agency DonaldWilcenski Title of Responsible Officer: Chairman Signature of Responsible Officer in Lead Agency; Dater Signature of Preparer(if different from Responsible Officer) Date: For Further Information: ” Contact Person: Mark Terry,Assistant Town Planning Director Address: 54375 State Route 25,P.O.Box 1179,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin PRINT FULL FORM Page 2 of 2 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, December 3, 2018 4:00 p.m. Southold Town Meeting Hall 2:30 p.m. Executive Session —Advice from Town Attorney 4:00 p.m. Applications Location:. 51970 Route25, Southold I SCTM#. ' 1000-63-6-6.1 & 6 2 ct Name. First Universalist Churc _ �nw _ ... _ Description.- This site of worship for the 32 proposed parking construction Thei Thereisan existingparish m of a one ,816 sq. ft. t p p p g g house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Stat.u.s.. ... Pending . .o Action,- R._.. _ Referral Review 1 Attachments: Staff Report Pro ect name: Eastern Front Brewing Retail SCTM#; ; 1000-114-11-11 1 Location: 13100 Route 25, Mattituck Description iThis Site Plan is for a proposed 1,902 sq. ft. retail store located in the front of an existing 5,417sq. ft. 2-story building, with no change to the footprint. The remainder of the building consists of two existing dwelling units. Also existing is a detached 360 sq. ft. garage. There are 12 parking stalls proposed for this application on 0.62 acres in the HB Zoning District. Status: Pending .. AttacmDetermination hents: Staff Repo m Project Name: 11.3400 Main Route 25,�10 s/w/o WickhamAvenue &1NYS Rt. Location: 13400 NYS R 6 � - + � 25 � Mattituck Description: This proposed Site Plan, in conjunction with a resubdivision, is for the addition of±9,258 sq. ft. of land for 21 parking stalls on 1.05 acres in the Hamlet Business Zoning District. Status: Approved Action: R Attachmetsw Staff Extension Request _ _ n eport , ff _ Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date December 3, 2018 Prepared By: Brian Cummings I. Application Information Project Title: First Universalist Church Applicant: "First Universalist Church of Southold" Date of Submission: October 12, 2017 / resubmission Aug. 20,2018 Tax Map Number: 63.-6-6.1 & 6.2 Project Location: 51970 Main Road Hamlet: Southold Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.2 acres (53,972 sq. ft.) Building Size 6,816 sq. ft. This proposed Site Plan is for the construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. III: Analysis 1. Notice of Disapproval: a. Place of Worship requires Special Exception from the ZBA b. Proposed construction not permitted without review and approval by the Southold Town Landmarks Preservation Commission, because the property is listed on either the Southold Town, New York State and/or the National Registers of Historic places and requires review by the Southold Town Landmarks Preservation Commission. i. If the requirements of the Town Code, pertaining to Landmarks (Local Law No. 22) are met, a Certificate of Appropriateness (C of A) must be issued before a building permit will be approved; 2. Proposed: a. Storm water drainage: provided on page L — 2; 1 b. Sewage disposal plan: i. Sanitary system #1 (Parish House, Church, Parish Hall): 1. One (1) grease trap @ 8' x 5' deep (1500gal) 2. One (1) septic tank @ 12' x 6' deep (4500gal) 3. Five (5) leaching pools @ 8' x 11' deep 4. Three (3) expansion pools @ 8' x 11' deep ii. Sanitary system #2 (existing dwelling) 1. One (1) septic tank @ 8' x 4' deep (1200gal) 2. One (1) leaching pool @ 8' x 12' deep 3. One (1) expansion pool @ 8' x 12' deep c. Code requirements / Bulk Schedule (RO): i. Lot Coverage: 1. Maximum: 20% 2. Existing: 12.7% 3. Proposed: 17.1% ii. Landscape coverage 1. Minimum: N/A 2. Provided: 54% d. SEQRA: State Environmental Quality Review Act: this action is classified as Type I: (see attached assessment by Mark Terry, Assistant Planning Director) 617.4(b)(9) "any Unlisted action (unless the action is designed for the preservation of the facility or site) occurring wholly or partially within, or substantially contiguous to, any historic building, structure, facility, site or district or prehistoric site" Staff: This site is within a national historic district. 2 e. Parking: (all stalls provided @ 10' x 20'; aisle width at 22') Place of Worship (Auditorium, meeting hall) 1 per 50 square feet of seating area, but not less than 1 per 4 seats where provided - 1200 sq. ft. seating area - 112 seats proposed 1200 / 50 = 24 112 /4 = 28 required TOTALS Required = 28 stalls; Provided = 34 total = 26 proposed including 2 ADA and 6 grass paver stalls; Interior Parking Landscaping - 340 sq. ft. required; - 414sq. ft. provided (three areas of 138 sq. ft.; areas are required to be 2_100 sq. ft.) f. Landscaping: details have been provided on sheet L — 3 Street Trees: ±266' (of frontage -40 = 6.6 or 7 trees required Staff: six (6) street trees provided including five (5) existing; almost all proposed plantings are referenced on the Planning Board's recommended species list; 3 g. Dumpster Enclosure: provided on concrete pad; 6' high solid wood screen with gates; (5) Eastern Red Cedar @ 8'-10' high; (6) Northern Bayberry @ 5 gal.; Lowbush Blueberry plantings; h. Access: proposed in existing location with a new curb cut: One 22' wide curb cut with expanded turning radius to Main Road; Staff: Highway Work Permit from NYSDOT required; i. Exterior Signage: existing sign on site is proposed to be relocated ±40' south, to the north side of the driveway entrance; j. Exterior Lighting: i. Sixty-seven (67) fixtures proposed: 1. Bollards (37) lighting of walkway and access to building; 2. Pole Lights (9) 3. Church: (8) 4. Recessed wall lights (5) 5. Existing dwelling (2) 6. Existing Parish House (2) 7. Sign Lights (2) 8. Recessed ceiling (entry) lights (2) Staff: all fixtures are LED and proposed at 3000K which is Code compliant; however, total lumens resulting from these fixtures are not compliant. Total lumens exceed the Code maximum of 12,800 (30,972 proposed; applicant states that 31,000 lumens is the max). Staff strongly encourages the use of lighting only as necessary on this site and utilizing LED fixtures with a 2700K color temperature; Residential and Limited Business districts = 10,000 lumens per acre 1.28acres X 10,000 = 12,800 Note on Alar : All fixtures to be timer controlled for 30min after close of business or no later than midnight; 3. Comments from Public Hearing — none 4. Referrals: Suffolk County Department of Health Services (SCDHS) 4 Approval from the SCDHS is required, as of November 30, 2018; SCDHS approval has not been obtained; NYS Department of Transportation (DOT) A highway work permit from the NYSDOT is required, as of November 30, 2018; a permit has not been obtained; Architectural Review Committee (ARC) The ARC approved the application as submitted pending electronic submission of final materials, colors and architectural details; Office of the Town Engineer 1. The drainage calculations and subsequent drainage design meets the minimum requirements for Chapter 236, Stormwater Management with the following exceptions: a. Provide connection (piping) details between the proposed drywells; b. Provide verification from a NYS licensed engineer that a SWPPP is not required; i. The proposed cumulative disturbance resulting from proposed construction activities and grading of this site will be greater than one (1) acre in area. Therefore, this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must prepare a formal DEC Storm Water Pollution Prevention Plan (SWPPP) and submit a Notice of Intent (N01) to the DEC. c. 6" swale may not be adequate — make more pronounced, show rock detail and provide a section of the design; d. Driveway trench drain may not be adequately sized and is not connected to any drainage structure; 2. A State DOT Curb Cut Permit must be obtained. 5 NYS Department of Environmental Conservation (DEC) A Notice of Intent (NOI) is required to be submitted, detailing the proposed project and its scope in order to receive a subsequent Notice of Acknowledgement (NOA) from this office. Fire Marshall No comments or concerns regarding the proposed project; Southold Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Local Waterfront Revitalization Program (LWRP) The proposed action is CONSISTENT with the LWRP provided the following is considered: - Construction management plan and construction schedule - Contact the OPRHP - Preserve existing landscaping - Provide a wire friendly street tree in lieu of the proposed Red Maple - Provide landscaping notes and best management practices Office of Parks Restoration and Historic Preservation (OPRHP) Applicant has been advised to contact the OPRHP directly; Suffolk County Planning Commission (SCPC) Pursuant to Section 2391 & m of the General Municipal Law, the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. V: Staff Recommendations 1. Obtain a highway work permit from the NYSDOT; 2. Obtain approval from the SCDHS and-a letter-of- ater ilabilit-y-from-the SGWA (submitted prior to work session); 3. Accept the five (5)recommendations of the LWRP; 6 a. Provide a revised landscape plan that provides a wire friendly shade tree along State Rt. 25 in lieu of the proposed Red Maple; b. Provide a construction management plan and construction schedule; c. Contact the OPRHP; d. Preserve existing landscaping; e. Provide landscaping notes and best management practices on the plan; 4. Submit a notice of intent to the NYSDEC and provide a copy of the subsequent notice of acknowledgement to this department; 5. Require the applicant to coordinate with the OPRHP; 6. Require the applicant revise the photometric plan to be Code compliant. Total lumens shall not exceed 12,800 for the site; additionally, staff strongly encourages the use of lighting only as necessary on this site; 7. Advise the applicant to hold off on printing a revised site plan until the ZBA has completed their Special Exception review. 7 h1f s 1� a2f!18 a U"I'` l a � Jefftey W. Szalbc AdrniNistrafive Offices,4060 SuiruhSEN Hlughway, Oak(:We, New York '11769 ')90"1 Chief' xecutive Officer (631) 563-0353 Fax� (631)563-0370 November 27, 2018 Brian Cummings, Planner Town of Southold Planning Board Office P.O. Box 1179 Southold, NY 11971 RE: Site Plan - First Universalist Church SCTM# 1000-063.00-06.00-006.001 Dear Mr. Cummings: The Suffolk County Water Authority(SCWA) appreciates the opportunity to comment on the Site Plan for the captioned project. In SCWA's review of this project as submitted, our agency found no appreciable impacts on groundwater quality that would affect our operations. Due to the increasing irrigation demand on SCWA's system, we recommend the use of a low maintenance landscaping design and the use of the latest water conservation technology in irrigation controls. Should you have any questions or wish to discuss this project further, I may be reached at 631-563-0353. Very truly yours, Jeffrey W. Szabo cc: James Gaughran, Chairman, SCWA Joseph Pokorny, Deputy CEO Operations, SCWA .iV 2 8 2 F .. IT 1111111 1' 111111 Illllh: I... S. .IIIIII . I November 28, 2018 ffi 1. ) 7611) Mr. Brian A. Cummings, Planner Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 Re: Site Plan, First Universalist Church Dear Brian: Please be advised that the Board of Fire Commissioners have reviewed the above mentioned site plan application and found that there is adequate fire protection for this property. The Board requests that any access points and turning radii to the property are made accessible for fire trucks and ambulances. The Board would like to reserve the right to review the above site plan if any changes occur to this property or to other property in the immediate area. Sincerely, Carol A. Miller Fire District Secretary Sub's COUNTY OF SUFFOLK Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Theresa Ward Division of Planning Deputy County Executive and Commissioner and Environment November 14, 2018 Town of Southold 53095 Route 25 P.O. Box 1179 Southold,NY 11971-0959 Attn: Brian Cummings, Planner SEQRA Lead Agency Coordination Re: First Universalist Church S.C.T.M.No.: 1000 63000 0600 006001 et al S.C.P.C. No.: SD-18-LD Dear Mr. Cummings: Your notification for SEQR Coordination was received by our agency on November 13, 2018. Please be advised that our agency,the Suffolk County Planning Commission,has no objection to the Town of Southold assuming Lead Agency status for the above referenced. The Suffolk County Planning Commission reserves the right to comment on this proposed action in the future and wants to be kept informed of all actions taken pursuant to SEQRA and to be provided with copies of all EAF's,DEIS'S and FEIS's,etc. Please note that pursuant to New York State General Municipal Law section 239 and Article XIV of the Suffolk County Administrative Code,prior to final approval,this action should be referred to the Suffolk County Planning Commission for review. Sincerely, µ IIrcw P en Chief Plain ,,r APF/cd H.LEE DENNISON BLDG 0 100 VETERANS MEMORIAL HWY,11th FI aal P.O.BOX 6100 a HAUPPAUGE,NY 11788-0099 a (631)853-5191 flu'b' COUNTY OF SUFFOLK ?b'` k j, Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Theresa Ward Deputy County Executive and Commissioner Division of Planning and Environment November 14, 2018 Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Brian Cummings, Planner Dear Mr. Cummings: Pursuant to Section 2391&in of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. First Universalist Church 1000 63000 0600 006001 N/A. NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, Sarah Lansdale Director of Planning wK Andrew P, l r APF/cd Chief Planner H.LEE DENNISON BLDG a 100 VETERANS MEMORIAL HWY,11th FI a P.O.BOX 6100 * HAUPPAUGE,NY 11788-0099 0 (631)853-5191 From: Cummings,Cummings, Brian A. Nl,OAT, Sent: Wednesday, November 14, 2018 1:01 PM To: Michaelis, Jessica -� Cc: Palmeri, Allison Subject: FW: Universalist Church 63-6-6.1 V i From: Fisher, Robert Sent: Wednesday, November 14, 2018 1:00 PM To: Cummings, Brian A. Subject: Universalist Church 63-6-6.1 Brian I have no modifications to this site plan with the given information. Bob Robert Fisher Fire Marshal, Town of Southold robert.f.isher@tow,i, ¢,j-t hod ,ly.q, (W) 631-765-1802 - (C) 631-786-9180 PRIVILEGED AND CONFIDENTIAL COMMUNICA TION CONFIDENTIALITY NOTICE This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. 1. From: Cummings, Brian A. ff9A f.. , I+Ii ... ILw,. y Sent: Tuesday, November 13, 2018 3:53 PM To: Michaelis, Jessica .. y Subject: FW: I From: Baylinson, Lester Sent: Tuesday, November 13, 2018 3:49 PM To: Cummings, Brian A. Cc: Silleck, Mary Subject: Hi Brian,There are no open violations on either parcel SCTM#61.-1-15.3 or 63.-6.1 &6.2 they are good to go „ 1 From: Cummings, Brian A. +HVV\ w G, I f• � Sent: Thursday, November 08, 2018 4:37 PM -- To: Michaelis, Jessica Subject: FW: First Universalist Church �)i � ( „ lf�l18 ,,"roorpRtua ( ............. For mail please From: Stacy Paetzel [ (: stacy�mp stu is .m pin] Sent: Thursday, November 08, 2018 12:48 PM To: Cummings, Brian A. Subject: RE: First Universalist Church Hi Brian, The sanitary GPD, as calculated by John Condon, PE, shows the existing(grandfathered) flow to be 2304 GPD and proposed to be 2257 GPD. (This information is also shown on the sanitary plan). The irrigation system will use approx. 8-21 GPM, depending on which zone is running. The system will only run for a few hours each day, so I would estimate approximately 550-575 GPD ( FYI-These are the numbers for 'peak' irrigation season,typically June-August. Irrigation zones will be set to run less frequently and for less time in the shoulder seasons—April-May and Sept-October. Also, after the initial 2-3 year establishment period, landscaped areas will only be irrigated during times of extended drought, and lawn areas will only be irrigated 2-3x per week, which will cut the GPD estimate at least in half). I hope this helps! Please let me know if you have any questions as you prepare your staff recommendations. Thanks, Stacy From: Cummings, Brian A. <bi-iian.cumrnin s towti.soLit�rold.n .us> Sent: Monday, November 5, 2018 12:04 PM To: stac+yC MPLAStu _io com Subject: First Universalist Church Good morning Stacy, Some updates to stay ahead of the game: 1. Please provide your estimated water usage calculations/details (to our department) as soon as you can for SCWA and the SCDHS. This should include estimated gallons per day and a separate irrigation total identified as gallons per minute (gpm). 1. Correspondence from the NYS Historic Preservation Office (aka OPRHP) will be required but since this is an online application ( found here: lrttps://cris.parks.ceiy,gpv Lo=in.,Lisp ?RettjrnQr1mm%'-2f ) you can begin the inquiry well ahead of this being "formally required." 1 Please let me know if you have any questions. Kim Kennedy is the contact at SCWA in the "office of new construction." Have a great day, Brian Brian A. Cummings, Planner Southold Town Planning Department Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: briaii.cL�trin,iiir wsta)town, ouathold.ri s 2 OFFICE LOCATION: �" � LING ADDRESS: Town Hall Annex S , P.O. Box 1179 54375 State Route 25 � �' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 = www.southoldtownny.gov � ou V," PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 16, 2018 Ms. Stacy Paetzel 5175 Route 48 P.O. Box 478 Mattituck, NY 11952 Re: Public Hearing for the Site Plan for First Universalist Church 51670 Main Road, ± 50' s/e/o Tuckers Lane & Main Road, Southold SCTM#1000-63.-6-6.1 & 6.2 Dear Ms. Paetzel: A Public Hearing was held by the Southold Town Planning Board on Monday, October 15, 2018 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, e�d( )ac, Donald J. Wilcenski Chairman I Elizabeth Thompson, Chairperson 1.'SVF !N Town Hall Annex Reynolds duPont,Jr. 54375 Route 25 Ronald McGreevy PO Box 1 179 Stephen Geraci 40 ! QM Southold,NY 11971 Patricia Butler James Garretson Telephone: (631)765- 1892 AL Fax(63 1)765-6641 www.southoldtownny.gov °a Town of Southold Architectural Review Committee ° Minutes f l ; 1 1 5 2 C 18 4:00p.m., October 11, 2018 Town Hall Annex Executive Board Room ", Ihidd Tomi Raflcd4l(c 80 rag Menibe.rs Present: Elizabeth Thompson,Chairperson; Ron McGreevy;Stephen Geraci; Brian Cummings,Town Planner; Elizabeth Cantrell,Secretary The minutes for the August 9, 2018 meeting were approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. New A p tcations: • JAKUBIUK AGRICULTURAL BUILDING SCTM# 1000-55-1-8.3 Peter Prusinowski,Architect presented the application for the proposed construction of a 1- story 12,000 sq. ft.building for agricultural storage, and no basement located on±22.5 acres of farmland with Development Rights held by the Town of Southold in the AC Zoning District. Located at 5455 Youngs Avenue,Southold. The Committee approves the project as it was submitted today. Motion made and seconded. All Ayes. • FIRST UNIVERSALIST CHURCH SCTM# 1000-63-6-6.1 &6.2 Peter Marren, Architect and Stacey Paetzel, Landscape Architect presented the application for the proposed construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Located at 51970 Route 25,Southold. - 1 � The Cornmittee reviewed the application and is approving the project pending electronic submission of final materials,colors and architectural details. Motion made and seconded. All Ayes. Elizabeth Cantrell,A.R.C. Secretary - 2 - Submission Without a Cover Letter Sender: Subject: Vk(\�,jCCSG��S� C`�luCCju� Manning Board SCTM#: 1000 - Date: \C)I la I ac�1�S l Comments: `; M AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing ons- 201 i� I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on - �OUTHULJD MAW 91D-� LA 7 C Your Name (print) Signature Lo Y)0 (eV, Address Da e /I(AtOY I a IPIA ' otary Plic ril U NO WDW63M.900 COMMISSION EX1PW111,:.: JUNE 30, ,qo, PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 10/12/18 Re: Proposed Site Plan for First Universalist Church SCTM#s: 1000-63.-6-6.1 Date of Public Hearing: Monday, October 16 2016 6:02 .m. 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Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) C/t Southold, NY 11971 Telephone: 631 765-1938 `�, Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM � �C E W1 LE E-1-1111 - 2�.;,� ') u 1 018oulold Town To Donald Wilcenski, Chair b-Iannjng Board Town of Southold Planning Board From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: October 10, 2018 Re: Site Plan for First Universalist Church of Southold SCTM# 1000-63.-6-6.1 & 6.2 This proposed Site Plan is for the construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO)Zoning District. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP provided the following is considered: Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The proposed action enhances community character of the area. Traffic/Pedestrian Safety/Quality of Life The parcel is located to the east of NYS Route 25 (S.R. 25) opposite Tuckers Lane and Budds Park Memorial on a curve. The speed limit in this section of the road is 30 MPH. The line of sight from the proposed access is limited for southbound travelers. There is not a delineated left hand turn lane for traffic entering the parcel. Historically, vehicles park on the shoulder of S.R. 25 to access the Parsonage building east of a"No Stopping" sign. The signage continues along the front of the property around the radius of the curve for the entire width of the property. The New York State Department of Transportation will be contacted to determine if additional safety improvements are necessary. Pedestrian access via a existing sidewalk to the commercial center is adequate. Construction Traffic Management and Logistics Plan It is recommended that to minimize impacts to community character including quality of life and safety; a Construction Traffic Management Plan is required. The plan should include the following: a. A notice provided to all contractors and subcontractors accessing the site about the following: i. Area speed limits; ii. School safety zones; iii. Residential neighborhoods. b. Days/hours of proposed construction activity c. Construction Vehicle Route Designation. Construction Schedule The action will comply with Chapter 180 Prevention of Noise of the Town Code. The following additional requirements are recommended during construction periods to protect the quality of life of the surrounding properties that could be impacted from site activities. a. Construction activities shall only occur from 7:00 a.m. to 6:00 p.m. on weekdays and Saturdays. b. No construction activities are permitted on Sundays,year-round, or the following holidays: ■ New Year's Day ■ Memorial Day ■ Independence Day(July 4"') ■ Labor Day ■ Thanksgiving ■ Christmas Day Storm water controls are proposed. Policy 2. Preserve historic resources of the Town of Southold. The parcel is located within the National Register of Historic Places Southold Historic District. Tile original SPLIA listed church building burned down in March of 2015 and the SPLIA listed Parsonage building remained. The architecture of the proposed new church building supports the historic character of the area. A barn and small outbuilding located behind the Parsonage building are proposed to be removed. Due to site disturbance and structure fire,the likelihood of encountering cultural resources on-site is low. Nevertheless, it is recommended that the NYS Historic Preservation Office is contacted to determine the presence or absence of significant historical or cultural resources. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold Many of the important scenic components in the Town of Southold can be viewed from local roads. The Town of Southold promotes the protection of the scenic components associated with SR 25, a New York State Scenic Byway through the Comprehensive Plan. The site is directly visible from SR 25. The new construction proposed would increase the percent lot coverage to 17.1 percent of the permissible 20 percent. The building includes architectural features indicative of a church including a"bell"tower with a top elevation of 52'. The new and existing structures reflect the historic and scenic character of the streetscape in the area and supports the National Historic District purpose; supporting this policy. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality. It is recommended that the large, deciduous trees in good health scattered throughout the site and along the fence lines be retained to the greatest extent practicable. One street tree (red maple) is proposed to be planted. Utility lines are located in this area and an alternative,wire friendly tree species is recommended. The Planting Plan(L-3)provides a sufficient amount of native vegetation. Although the landscaped areas are small,the following best management practices are recommended to further Policies 5 and 6. a. Require the use of native, drought-tolerant plants in landscaping. b. Limit irrigation to 15 percent of the total parcel area. c. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20%of the total nitrogen in the mixture. d. Require a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application,with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. e. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st. Policy 13.1 Conserve energy resources. B. Plan and construct sites using energy efficient design. 1. Promote use of energy efficient design through local building codes and site plan review. Construction of all buildings shall comply with New York State Energy Conservation Construction Code. The Lighting Plan will comply with the provisions set forth in Chapter 172 of the Town Code. Pursuant to Chapter 268,the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1 000-63.-6-6.1; 3. That the property which is the subject of this application is located in the RO Zoning District; 4. This proposed Site Plan is for the construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2'nd FI., former Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website °a ww.southoldtownn ,goy; 2. Click on Town Records Weblink/Laserfiche icon located on the home page, 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Jess icaM@_gQ.nth ldtownny ; 6. That a public hearing will be held on the matter by the Planning Board on MondaV, October 15 2018 at 6:02 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: The First Universalist Church Date: 9/18/2018 Notice to Adjacent Property Owners First Universalist Church 51670 Main Road Southold, NY SCTM#1000-63.-6-6.1 & 6.2 1. 63.-5-7 2. 63.-5-8 3. 63.-5-10.2 4. 63.-6-1 5. 63.-6-4 6. 63.-6-8 7. 70.-2-23.2 . � a nax {'� P V rp � k �� � Y .✓"� �4 mmyy 'A it f�+"�* M1�'a ,r yayf AY d'p g r fi r .k 1 �� 8 � r 4 ✓� pb �+�W"\y��d�„y*r"' �'• �M1r ''rM*Y �', Yy, N q �yry M JJI Ti- 31 "I` o � ary t� fu � �� `,A ✓`f �� t 1 ( ( s""ta di 1 � � 0,G v " s " N d � r� � �J1���� . l � � '^anr„",' ""`.,�u," �,r,,..�u,. �,.^"'a" �'fa"�R `"'.�--^'..DKK try t �,4.,^5 'r���' •f i i k 4.r��" I v",-.F G ,II ��� I "�7w JJ p y Fry R ,,�� ,•� �. �'" gib* � �, � +,� �) "Or � m° ;> r`1 rr NO '�� M�4� ssx�';a;ya»�`"�1 'ltr$ �a � � p � r��a •*:„ �� �� �, p y *V � .. s `' u a a " r H " m~wN✓M`°� 1 'r .s- e '�"M1 W v ✓" �r v u i n s , w r ,aSy � k�"° �.���p v � � Y Ad ,./ a ',.� � �p �Y � ""� ." a Awns �4 �wi.''�� a & `'" ''6 r u �-�"' x ra pp 4 r a, ra i a �s' � ups pv�xv' � "i, �Yiih��u�� y� �" �'rN F� �( � �a �1 � �ahu �� 54`�4���4 ry 4�^ x��l�N M4"1 a h,�• � �Y'�t k.d II � c m � Al, Owl �` NW +, .,'x„ x `1•� �y r.�� '•",.-. � V`.w ,.J S wx� 9+ ' "4yM� r� �kp 9f 7;y .^� � ✓' Ip IICI r 8 a w c « F B' 9 m�...--v-�6 1 a a� I� C'1 aa ..... v � o r � a+ W � 0 Irw� �� T I-ii -.. 8Y a � yy l � � N �7 O � � 1 ,nA a n. f � 77 (rj ta r » v I Wr Irr„ i y q a i Y d p m ^ r ,.,... .w ,� _......_. e, ..�.,.. r^'�'"`�.. . -. �.... 11�l (�IAll !1�_�I !. ��! 1C L!�' �! AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 10/12/18 Re: Proposed Site Plan for First Universalist Church SCTM#s: 1000-63.-6-6.1 Date of Public Hearing: Monday, October 16 20186:0 rte. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexy ;, P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov NV PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 13, 2018 Ms. Stacy Paetzel 5175 Route 48 P.O. Box 478 Mattituck, NY 11952 Re: Proposed Site Plan for First Universalist Church Located at 51970 Main Road, opposite Tuckers Lane & Main Road, Southold SCTM#1000-63-6-6.1 & 6.2 Dear Ms. Paetzel: I am writing as a follow-up to the Work Session held on September 10, 2018, where the Planning Board accepted the above-referenced Site Plan Application as complete for review. The Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Respectfully, Brian Cummings Planner a 4 4Z 11 .. m lr.. ;11. 1114 p eizd I rd)II LI HP i': September 10, 2018 q C E'z 11 VI BY HAND SEP ,11. .1. ;2.0181 Southold Town Planning Board L Southold Town Attn: Brian Cummings Plann4,g Board Southold Town Hall Annex 54375 Main Road Southold, NY 11971 Re: First Universalist Church of Southold SCTM 1000-63-6-6.1 and 6.2 Proposed Sanitary Plan Dear Brian: On behalf of the First Universalist Church of Southold please find enclosed the following: ■ Nine (9) prints- Sanitary Plan prepared by John Condon, P.E. dated July 31, 2018 Should you have any questions or require additional information, please don't hesitate to contact me. Sincerely, Stacy Paetzel, RLA cc: First Universalist Church of Southold (Randy Wade) Peter Marren,AIA William D. Moore, Esq. .. .„,..W .'...'.�,W.._.. 5175 1i .w 8 , � � . µOh w ^w'i�i..0w . .:5"2 d.w W.2w. W. m W . ... 1.5 uWw .......- . III III WMIw V!k 1379 W��"W IlfWmw��� W W� .. ���� �'�III"a�Wwuwm �ww.wW�UI°°IIIuiWwH�W�r�u;� ,�wuiui��i�^ ��WW� .. w�mmmww,���°w�m��w�^^fir,W��W��iw�ww 'u'°�uw.Ww :W�.!�W �'W .. wwwvunIaStuiWww)cwum OFFICE LOCATION: fMAILING ADDRESS: Town Hall Annex ,Cr P.O. Box 1179 54375 State Route 25 "; Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold NY Telephone: 631 765-1938 www.southoldtownny.gov coum, PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 11, 2018 Ms. Stacy Paetzel 5175 Route 48 P.O. Box 478 Mattituck, NY 11952 Re: SEQR Classification & Set Hearing Site Plan for First Universalist Church 51670 Main Road, ± 50' s/e/o Tuckers Lane & Main Road, Southold SCTM#1000-63.-6-6.1 & 6.2 Dear Ms. Paetzel: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 10, 2018: WHEREAS, this site plan is for the proposed construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type I Action as it falls within the following description for 6 NYCRR, Part 617.4(b)(9) "any Unlisted action (unless the action is designed for the preservation of the facility or site) occurring wholly or partially within, or substantially contiguous to, any historic building, structure, facility, site or district or prehistoric site; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type I Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, October 15, 2018 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "First Universalist Church of Southold" prepared by Stacy Marshall Paetzel dated June 5, 2017 and last revised August 20, 2018. First Universalist Church Page 2 ,September 11, 2018 The public hearing packet regarding the Town's notification Procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting,included in the packet, along with the certified mailing receipts AND the si ned green return receipt cards before 12:00 noon on Friday, October 12 2018. The si n and the post,need to be returned to the Plannin Board Office after the ublic hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-55.-1-8.3; 3. That the property which is the subject of this application is located in the AC Zoning District; 4. This site plan is for the proposed construction of a 1-story 12,000 sq. ft. building for agricultural storage, and no basement located on ±22.5 acres of farmland with Development Rights held by the Town of Southold in the AC Zoning District, Southold; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., former Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Jessica M@southoldtownny.gg�r,; 6. That a public hearing will be held on the matter by the Planning Board on Monday, October 15 2018 at 6:03 p.m. in the Me-!tin_g Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Jakubiuk Farm & Nrsy LLC Date: 9/18/2018 Notice to Adjacent Property Owners Jakubiuk Agricultural Building 5455 Youngs Avenue Southold, NY SCTM#1000-55.-1-8.3 1. 54.-3-21.3 2. 54.-7-22 3. 54.-7-23.6 4. 54.-7-23.7 5. 55.-1-5.4 6. 55.-1-6.1 7. 55.-1-7 8. 55.-1-8.1 9. 55.-1-9.1 10. 55.-1-8.4 11. 55.-2-8.13 12. 55.-2-9.3 13. 55.-2-9.4 Qo IILIIC�CC �CI 1I k 1 � I H CC .i��; C C �...i C T�� C 1Ta (l�lCI4C � 1C C�ry r al w Ix Own m � a k �mpd t r. I q^ � N , Y 0. will x� ,^t✓ v� µ `p dlli° rr ye"r r~ B5 W 09a9...�.- -- ,�„l,.m. k d 4, f y r•''" 4 '_ wa ar' e�, �,bPv e 'h hn `+ �,�{ —',`:i�'"� gar^ti i {x�as "� � r x � g m W Adm mp Pil � �P a _lj � r rl � �'"" ria 91 'p y�� WGl xd e,.�„ 1�. yam✓'" � �/' �, q� A t II _ l L IL[1 I.Il111 [ , Jell 1, l�1�[T.���I� I .]'1�I( . � i I I[ �ld a1"` �� x�rl "?o Y � d ff ,• / f � h IIp 4 p�TM� �,.,���� ..� „� � ���r ��� �'�r�" � m r''"�� � ""��,„� �f a:' M�„ �� .� a �` �•.,d +�, d M 1 rF lk Allil 'm ��„ � �"•.�" ��'� w�'^ ,r^+ „.�„� d��d f*"� �r� gyp✓° �r� �' .� ��i�, �' v�,�� � F��aF�,��"°N +"moi 'y a gg r m .� •� � �.d rM /r � d �r �.., s ~� �"IR �: '� �' `•.�,dw A„� gyp° ..,�, �,✓ ,s a ✓ N *, imam C1 I AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Jakubiuk Agricultural Building Site Plan Address: 5455 Youngs Avenue, Southold NY 11971 Land Owner (if other than applicant): Jakubiuk Farm & Nursery LLC Land Owner Address: 5455 Youngs Avenue, Southold NY 11971 Description of Proposed Project: This site plan is for the proposed construction of a 1-story 12,000 sq. ft. building for agricultural storage, and no basement located on ±22.5 acres of farmland with Development Rights held by the Town of Southold in the AC Zoning District, Southold. Property Location (road and tax map #): 5455 Youngs Avenue, Southold SCTM#1000-55-1-8.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-55-1-5.3 —Town of Southold, P.O. Box 1179, Southold NY 11971 SCTM#1000-55-1-5.4— Carolyn Haman, 1020 Old North Road, Southold NY 11971 SCTM#1000-54-3-24.4 & 5 — Susan Sepenoski, 5600 Hortons Lane, Southold NY 11971 SCTM#1000-54-7-21.6 & 7 — Bhavana Berries LLC, 4395 Hortons Lane, Southold NY 11971 SCTM#1000-55-1-8.4— Peconic Land Trust Inc., P.O. Box 1776, Southampton NY 11969 SCTM#1000-55-1-9 — Peconic Land Trust Inc., P.O. Box 1776, Southampton NY 11969 SCTM#1000-55-2-9.4— Peconic Land Trust Inc., P.O. Box 1776, Southampton NY 11969 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. ._m..................-..A..__...._.I i c a n tlA e n t_���...n a t u.���............................. ,�. . _. _. ._n,......�.�.�.�.�.�.�........................... pp g g Date 4 w � `kw � �fi a a �,.. °x x, �C / ��w w r Lv a� �^�•w�,,�✓.xt� ( f�;�,. ,,f i t I, � f I � �,. 'y,- "`c..✓� � ��y t��u•"w� 7'' £� �ryjJ �, I�� �'�� ���Q!w�f �' � W�" ,� .w, w '^r � � A 0 x it ^ Y1 x4 rr A��t,w T.. f ✓ � � m r w, u ld 7w q�, f Ale w ,, r".,re�,"'*`•� ��Jq� � 7""'" , � �y""zwr�s �� '���III" f� d!" n 0 4,,., "'4��/ � ��•",A, z""n F A l"+wJ� wa "�a"w w � A w, r . ............. + y ASA r* r w r ✓µa �""w.,a ,w� W ;w� _ d4� O r r �,� � � �,.,t�" �' ✓' �; ,� �4 � � Jx A „"''�� �" � ,,,SAA t i ✓ °' ww '. A 1( r � w Ai r A r 1 Wypk w 'A" rz" .� �' r r ✓ " SE ��� SII p�� ���' p ���` �„z ,'., o- v v��, � ,,,r` ,' �"•y" F � °,� � � s� v � � x a f� Y a w "• 4 ltij lC[ IIUI ,6J [► [°I I fl-fl, l [ I.11illi IwJd 1�i 1-111 1[[ri ICi!lmIC1!Il..I!�,,► 1,11,101.1 rP� 11 i VVV n w 'Fry ��;," �'Y � •, •f" 4 /�' �� 4 k"""w ,�y �' �v Xj ..»���'�✓�" ��a Mkt,.,y,' �� �rhF X �'"' "y'k p ✓ r�""� �� 1 `� G b P 4 � r s I v X i N d 4 Zp., r Q y ' Z 4 64� �� � '� � ��,'b'.C'b�F*��"•�� � � � ` � � 91� � W Y�y % 'y �: ���, P � P ±° 6�I o a CAD 1 h � �q" y� � �BMs �, ,• �r°� ��m 4 W L W AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 10/12/18 Re: Proposed Site Plan for Jakubiuk A ricultural Building SCTM#s: 1000-55.-1-8.3 Date of Public Hearing: Monday, October 15 2018 5:03 P.ni. Southold Town Planning Board Work Session — September 10 2018 — Page 2. Project Name: First Universalist Church SCTM#: 1000-63-6-6.1 & 6.2 � 1970 Route 25, Southold Location: 5_ d Description: This site plan is for the proposed construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. Status: i New Application �.. Action"­,"..,"" Completeness Attachments: I Staff Report C Pro ect Name: N _ _ � Fork Self Storage III ( SCTM#� � 1000-96-1-1.3 � o rth anon 65 Commerce Drive, Cutchogue Des � _ ...... oc Description'. This site plan is for the proposed construction of three (3) 1 - story self- storage buildings at 13,500 sq. ft., 5,300 sq. ft. and 6,700 sq. ft. as Phase; One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 37 parking stalls on 3.7 acres in the Light Industrial j -Zoning District. Action. Completeness,p s, Attachments: Staff Report Project Name: North Fork Woodworks i SCTM,#: 10.00-61-1-15.3 , Location 810 Traveler Street, Southold Description This site plan is for the proposed conversion of an existing 2,195 sq. ft. building to an office with accessory apartment, construction of a 744 sq. I ft. accessory garage and 18 parking stalls on 0.46 acres in the Hamlet Business Zoning District. Status: New Application _ 1 Action; Completeness l Attachments: Staff Report m_ we Project Name: Jakubiuk Agricultural Building SCTM#; 1000-55-1-8,3 Location: 5455 Youngs Avenue, Southold Description,; This site plan is for the proposed construction of a 1-story 12,000 sq. ft. building for agricultural storage, and no basement located on ±22.5 acres of farmland with Development Rights held by the Town of j Southold in the AC Zoning District. Status: New Application Action: Completeness Attachments Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date September 10, 2018 Prepared By: Brian Cummings I. Application Information Project Title: First Universalist Church Applicant: "First Universalist Church of Southold" Date of Submission: October 12, 2017 Tax Map Number: 63.-6-6.1 & 6.2 Project Location: 51970 Main Road Hamlet: Southold Zoning District: Residential Office (RO) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.2 acres (53,972 sq. ft.) Building Size Not provided This proposed Site Plan is for the construction of a one story 6,816 sq. ft. place of worship and 32 parking stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. III: Analysis 1. Notice of Disapproval:. a. Place of Worship requires Special Exception from the ZBA b. Proposed construction not permitted without review and approval by the Southold Town Landmarks Preservation Commission, because the property is listed on either the Southold Town, New York State and/or the National Registers of Historic places and requires review by the Southold Town Landmarks Preservation Commission. i. If the requirements of the Town Code, pertaining to Landmarks (Local Law No. 22) are met, a Certificate of Appropriateness (C of A) must be issued before a building permit will be approved; 2. With reference to the Planning Board letter dated November 13, 2017: a. Provide a complete Site Plan Application Form; Staff: yes; 1 b. Provide three (3) prints of an Existing Conditions Survey as required; Staff: yes; c. Provide nine (9) prints, (full size), at a scale of 1" = 20', of the proposed Site Plan, including the seal, stamp and signature of the NYS licensed professional preparing the plan. In order to provide a comprehensible Site Plan, additional pages may be necessary in order to provide detailed plans of proposed drainage, landscaping, lighting, etc. Please include the following: i. Storm water run-off controls pursuant to §236 of the Town Code, including drainage calculations; ii. Parking calculations including "required" and "provided" parking totals on the Site Plan; iii. Parking stall dimensions (minimum 9' x 19'); iv. Aisle width dimensions (minimum 22'); v. Provide surface types for parking area(s), walkways and landscape areas; vi. Provide the location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location; including landscape details for existing vegetation proposed to remain; vii. Provide erosion and sediment controls; viii. Provide the proposed dumpster location; ix. Provide location(s) and rendering (including dimensions) for all proposed exterior signage; x. Provide construction details and specifications for the proposed apron and access to NYS Route 25; Staff: yes; d. Provide floor plans and building elevations for proposed buildings and photographs of existing buildings to remain; Staff: yes; e. Provide a comprehensive Photometric Plan for all proposed exterior light fixtures on the building and/or parking area(s), including supplemental cut sheets and fixture specifications. Examples of Photometric Plans for exterior lighting are on file in the Planning Department and can be provided upon request. Staff: yes; 3. Code requirements / Bulk Schedule (RO): a. Lot Coverage: i. Maximum: 20% ii. Existing: 12.7% iiia Proposed: 17.1% b. Landscape coverage i. Minimum: N/A c. Parking: (all stalls provided @ 10' x 20'; aisle width at 22') Place of Worship (Auditorium, meeting hall) 1 per 50 square feet of seating area, but not less than 1 per 4 seats where provided - 1200 sq. ft. seating area - 112 seats proposed 1200 / 50 = 24 112 / 4 = 28 required TOTALS Required = 28 stalls; Provided = 34 total = 26 proposed including 2 ADA and 6 grass paver stalls; d. Sanitary: sanitary flow and water usage calculations not provided Staff: SCDHS approval required; 3 e. State Environmental Quality Review Act (SEQRA): this action would classify as Type I: 617.4(b)(9) "any Unlisted action (unless the action is designed for the preservation of the facility or site) occurring wholly or partially within, or substantially contiguous to, any historic building, structure, facility, site or district or prehistoric site" i. This site is within a national historic district. f. Landscaping: i. Street Trees: ±340' of frontage _ 40 = 8.5 or 9 trees required ii. Landscaping details have been provided on sheet L — 3 g. Access to site proposed in existing location with a new curb cut: i. One 22' wide curb cut with expanded turning radius to Main Road; Staff: Highway Work Permit from NYSDOT required; h. Exterior Signage: existing sign on site is proposed to be relocated ±40' south, to the north side of the driveway entrance; IV: Staff Recommendations 1. Accept the application as complete after the following is submitted: a. Provide a print of the sanitary plan prepared by Condon Engineering as referenced on the site plan; 2. Set the public hearing for October 15, 2018; 3. Classify the action under SEQR as Type I. 4 N4' IIPP'� r �u�oioo ., .. I 6" u���...:� ����h�..SII II III �: � I�z �II�� � � �i.��.M . ���� ,����� NI I August 20, 2018 BY HAND Southold Town Planning Board Attn: Brian Cummings Southold Town Hall Annex 54375 Main Road Southold, NY 11971 Re: First Universalist Church of Southold SCTM 1000-63-6-6.1 and 6.2 Site Plan Dear Brian: On behalf of the First Universalist Church of Southold enclosed are the following documents: • Notice of Disapproval dated September 8, 2017 • Site Plan Application Form • Applicants Affidavit "„ Agent Authorization oil LWRP Consistency Assessment Form Long Form Environmental Assessment Nine (9) printer of Survey print of existing conditions updated on May 22, 2018 Nine (9) prints full size of proposed Site Plan, Grading+Stormwater Management Control Plan, Planting Plan+ Lighting Plan revised August 20, 2018 Nine (9) prints of Site Materials Palette Nine (9) prints of Lighting Design Summary and Specifications Proposed floor plans and elevations for proposed building dated November 21, 2017 were submitted on May 1,2018 and photographs of the existing building. Should you have any questions or require additional information, please don't hesitate to contact me. Sincerely, Stacy Paetzel, RLA cc: First Universalist Church of Southold (Randy Wade) Peter Marren, AIA William D. Moore, Esq. �' QK,, 575 48 di!,� Ad:Av, /ali 1195::I .., ,i,��, �w'�..� � ,."� 6'rL::,,15 1 W I0 p.,,: I I1rt;.A@MdDk,]Sh Kl X<'%."1q..I..,1 530Olta1,1I:L.I�g� & 203 SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION M Site Plan Name and Location W www. .._ _......... Application Date: 08 � 20 � 18 Site Plan Name: First Universalist Church of Southold mmmm� -_- _ .. Suffolk County Tax Map#1000- 63 6 -s +ws.aQther SCTM #s Street Address: 51670 Main RoadHamlet: Southold Distance to nearest intersection: 50 feet Type of Site Plan: _y/ New Amended Residential Zoning District R.O. Owners/Agent Contact Information Please hsl name niailijddress, and j,�(yie number /cry- they?��lo)v: Property Owner p y First Universalist Church of Southold Street 51970 Main Road - PO Box 221 i N.Y......................................................................Z!ip. 11971 � City___Southold wm�WWW�mwmwm�mwm��...-w...... State Home Telephone 917-655-6939 Other Applicant First Universalist Church of SoutholdRandWade) Street 51970 Main Road - PO Box 221 City-........Southold State--,-- NYI-.-1-1-1.-_--..m...1-1--Zil)............................�..�...9,71.. Home Telephone�917-655-6939 -.....-Other .�.�........................�..�........�..Applicant's Agent or Representative: .... ..... ....������... ���.......... .......... ... .. .. Contact Person(s)*, Stacy Paetzel Street 5175 Route 48 - PO Box 478 City Mattituck State NY Zip 11952 Office Telephone 631-209-2410 Other 631-413-4643.0 .................... ....._ *Unless otherwise requested, correspondence will be sent only to the contact person noted here. aSile l'Iara.,lpplicaeio)?F riii 2/1812010 Site Data Proposed construction type: V -New m Modification of Existing Structure Agricultural of use Property total acreage or square footage: 1.24 a0sq, ft. Site Plan build-out acreage or square footage: 1.24 ac,/sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes—No If yes, explain: ........ Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YEN,. "yes", explain (and attach any necessary documentation-title report, subdivision approval, etc.) . ............ ................................ -------- Building Department Notice of Disapproval Date: 9 /e........8............/ 17 Is an application to the Southold Town Zoning Board of Appeals required? Yes X/ No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. Lista existing property uses: Parish.House, Sing-le-Family dwelling ...............­­———---- List all proposed property uses: ................Same + rebuilt house� f worship Other accessory uses:_ ............ .......... Existing lot coverage: ,. 12.7* iw Proposed lot coverage: 17.1 % Gross floor area of existing structure(s):,.+/- 6,828* sq. ft. Gross floor area of proposed structure(s):__9,260 *INCLUDES FORMER HOUSE OF WORSHIP ........... rking Space Data: # of existing spaces:­1 2ww of proposed spaces: 34 Loading Berth: YesNo.�V mPa ........... ------ [Lands-,cal.p-ii.i.g.Detail,s:,,,,,,.,,,E,xistitig lai�idscipe coverage: ­,,73.9 % Proposed landscape coverage, 54 .......---­- ...........---------------....................... Wetlands: Is this property within 500' of a wetland area? Yes No Nlaybe ........ ................­­.-------­­­.......... ...........................................­­.................................................................................. I, the undersigned, certify that all the above information is true. Signature of Preparers m Date: 2 Site Plan Application Form 211812010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK 5 ulS.� =being duly sworn, deposes and says that he resides at k)-"l 0 in the State of New York, and that he is the owner of property located at V%AAt r! Ao , SCTM# I '4 -4 ^G./ /zlr that he is the ►R S A c r _of the 'C l &. !Z 5.r y N1 F1 (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel,including all rights-of-way,has been clearly established and is shown on said Plan;that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted,as approved,will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signeda r Owner S(A Si4 til Signed. (Partner or Corporate Officer Ad Title) Sworn to me this clay o C otar Public A.PERKINS Notary Public,State of New York o.01 pFO 30636 Qualified In tau blk C*-W—� Commission tyres,July AGENT AUTHORIZATION I, Randy Wade,Secretary of the Board of Trustees of the First Universalist Church of Southold,the owner of the property located at 51970 Main Road,Southold, NY identified as SCTM 1000-63-6-6.1 and 6.2 hereby authorize Stacy M. Paetzel, R.L.A.,to act as our agent and handle all necessary work involved with the applications to the Southold Town Planning Board for site plan approval. First Universalist Church of Southold By F ..- ...����� � ,•�,. �. ^....& 5ect"etar Randy Wade, y of the Board of Trustees Sworn to before me on the CU—day of August, 2018 NUIRY IPJI'!IUC,S�ae oP`dRm")(Wk No. 000463,9.8jro� MadV fled icy SxArflk(,ouiiul: �"a�'�Ir'ninni°asioG '&I�xr)fi6'bag(�:toVVbaa��� m iK FORM NO. j TOWN OF SOUTHOLD UILDING DEPARTMENT SOUTHOLD,N.Y. NOTICEA DATE:September g,2017 I"'a William Moore(First Universalist Church) 51020 Main Road Southold,NY 11971 Please take notice that your application dated June 6,2017: For permit to construct pc 1, raaw v a I,Nrrr¢Il„I�rrgldiirC,..11.�rt c�J btipai :;ritglc,_I:ir�tJ,l��sarz ll.ir t�t�Ir.11.,1,�ht l�atti4,a tti remain at: Location of property ?19.710 l.arrt1e 2,,5,Spi't) V" County Tax Map No. 1000—Section 63 Block 6 Lot 6,1 Is returned herewith and disapproved on the following grounds: I"Ir ,IrrcaJao.s cl c,rari.a.'?�..csl Ilal a d Irl lr.....(art Jit tlreLLl csrala,al tdrl„Of ice ��mw,rrequires Slra.a wlt,lw,k a�al��at�rrt @121 goval_ cpnr_tNr „ra nrrr _(3 a rrllw) lllllazl ,.l plc t Ir yatar_ qr„wdcl�ttamulrc, Ccal as a3_aJ p ia,alrrrar __auto Irl;�n mlilir°a ,�I roni Cha°Southold Town Planning 3criir° . usXly,alit llrarl ra Gclwcwtrrr trwc Wn�1 r 'xrrat l rwa la,rwPWlei9, v3tlptrrlt,rc, pa�v rb'u,d rrl 1prrvtrl by the S)li,tllnla l tlawpl, .rtrr alrr ark—.s t servation ation conjnliLL iotr kaagawuse t,fra�J?titalr t.a ..r, I�w�� a�l �t�l r lroa .`rrtttlJe�I _T awvrl,,N ry Yrr'cl 'tp�tt rtl(a2rWllmis l <rtVamrpdml,.I t q ici t.I.Im9u zcrtra.li�rcaMwribaalwuaaapnaw a mbuw t a ;onrtl7.rla�town Landmarks Pr ses°.va.1..t1.p.1..Conjims'sio_rl_.. 1f t8r rtr I mcs,�J. .l'.w9 t,l,na lrilut7 carsfa x I�at,uprr iJ� ,tar...I Ja,rr�nr�i�I l (l_,pp l l riv No.22)dxa art i, ,, a alri w;l c tl. 1?.11r91ru<ut r h I ...ail. I y:.i..11 ba,isstwd,_ The arl, ,a.�re,<yaruucai I l(slq a liuila(arrg_IITr�ralyrt��rV:l��a upprca,�a ciw Information about the rciguuisiauiir,mrut for drpl)yiugalurza t„ot A is available at tha�anformafloai ot wer in the rr)¢lrrrgJ;,lirrtmerrl;. You may now apply to these agencies directly. rAutlrara i.t rl, ionautt:. . Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Planning Board,7BA, Landmarks Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions inchiding Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 1 Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A-pnpq�Led...actiori will be evaluated aswv_to its sini,ficant berieficial and adL -a ffiect,.� Al )LI& 7g,,,1fWhiC[1 illClUdes all of SoutlioldTown)', W�_J,[IQ gg�_ _A1 _ 1 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it_shal 1.ii.o.tName utideilaken. A copy of the LAIRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 63 6 - 6.1 + 6.2 PROJECT NAME First Universalist Church of Southold The Application has been submitted to(check appropriate response): Town Board El Planning Board Ed Building Dept. [2 Board of Trustees El 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: anew.,.--1L1tjapP#qa-nt-.propqsed to rebuild church _-re9�r -place the� j9!99(Y�§tqric structure that burned in March 2015. The site will be redesigned as well to fit the new building and meet current site planning requirements. mm....... ......... Location of action: 51970 Main Road, Southold, NY g Site acreage: 1.24 acres...����. ._ ................._....eeeeeee_� ...AHH ....�� �aw... ............. Present land use: Institutional Present zoning classification: R.O. 2, If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: O applicant: Church of Southold a Name of a ]cant: First Universalist wmw __ mmmmm ... .... a,�.. O g x 221, Southold, NY 11971 b Mallin address:,_. PO Bo .. ..� mm_�.�...�.�.............. .........�...___.�.__.�_.... . (c) Telephone number: Area Code( )__9_1.7-655-6939 _w..... n_.....................__................................... (d) Application number, if any, Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑I No® If yes, which state or federal agency?,--,,,,.,,- C. gency? -www,.w_C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. ®Yes F No ❑ Not Applicable Nothing defines the rural character of Southold's hamlet districts as well as the churches that line Main Road. It is our ho . . . .� pe through this project �...���..� .. .._._. _. of the community ..,,,_.�. character and a visual gateway to Southold hamlet. to return this site to its traditional role as an enhancementof — Attachmadditional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See L Section III-Policies Pages 3 through 6 for evaluation criteria 10 Yes ElI No ❑ Not Applicable _....y p _ w....... �!............._ ....P. . . to fire. Although, it would have been ideal to complete) reserve the historic church,that is unfortunate) not an option due Howev rwe phase to c�rntrmnue the hi toric�us of the site a as h r .lw_errd tha _.applicants,_e e Wrki gothe p n _ . h . e _ nnw_ww while makin s� ure the new church building Historic review board to ensure the new structure is consistent with the historic district on and the community for hundreds to come. is more efficient and sustainable in order toµserve its con retati_n_ _t, mm mmm�n .she i ........ ....a �..._,---- —._� µ-µmw w ...... —�N.------- Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria a Yes ❑ No ❑ Not Applicable wwwww.. ._ w_ Prop erty+ structure are gateway to the hamlet of Southold and the design will reflect its historic use of the site. Themmmm_ proposed parking spaces will beµscreened with laatincls to screen cars whilecontinuingto allow views into the property. .Ne sftee trees-ae. .QposedA » treet..tt a -are- s ing-..:This.. iil-jna lhe.. treetscape momMn sfent- The classic white churches alon , in Road Corridor are rine of the most im,.ortant � ....�__.... -scenic-resources in.the.. o: o...of. UIh ld.....T Fe re-thee.. ro: .med humh is r-onsiste a the..L . ,..,-.. wwwwwwwwwwwwwwww� ..._���_._ .. . ..... W-......_ . N -� ... � _..... ............ .. �....... ..� Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No 2 Not Applicable The proposed site is not located-within a Flood Zone and is not prone toflooding, The is not in close r� mm_m�ww .....___ p _ � � � se proximity to any waterbody or wetly Attach additional she ....... _..._..�... ��,,,,m..___--..rW.... ...... ��s _. e..... .. ..�. ..� ets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria R N Yes F1 NoEl Not Applicable ....pa:rt of the proposed project,a new updated sanutary systern will be installed to serve all structures on the property..In addition all stormwate generated p p � A m i r�m..�... As ark of the ro osed ro mm 1ee 9 p d where will be captured with sub-surfacemdrywells and within natural retention areas such as rain gardens. In addition,permeable surfaces will be use mmmm practical. _ Attach additional sheets if necessary . ......�....... .. ....�..... _ � ... essary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III- Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes 0 No ❑ Not Applicable The subject property is located on a vacant, cleared parcel, and is not located near any waterbodies or wetlands. Existing healthy trees will be saved to the extent practicable. The site is r... .�native will�_�_ p p.. ' e proposed to be revegetated with native plants that will provide more habitat for wildlife and diversity of flora and fauna than ....��� has historically been found on the site. ach additional shec" necessary — ..._._..�.— Att . ... ..,. sets if Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes [:] No a Not Applicable No negative affect on air quality is expected due to the proposed reconstruction of the church. No increase in vehicular traffic is expected. Attach additional necessary sheets if . .cessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. SeeLWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No ❑ Not Applicable No hazardous waste will be generated on the site. A small dumpster has been proposed ..............._......... �� rovii � ...... ._ (trash) recycling provided. for solid waste trash and rec cin ms will a r PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Yes NoW Not Applicable The property is private and would not allow visual or physical public access to coastal waters, public lands. or resources. Attach additional sheets if ...... . necessary WORKING COAST POLICIES Policy 10. Protect outol 's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M-Policies; Pages 47 through 56 for evaluation criteria. Yes 0 NoFv-1 Not Applicable mmmmro able for water-dependent. ... . .........._. .��..._..... . _ The subject ...._____ � w�..... property yis not suitable uses. Attach additional sheets if necessa � . ... ._.. .._....... �.._m m......_. ..ry Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. El Yes D No 10 1 Not Applicable The subject pis not located near a waterbod and therefore has no effect on living marine ' e resources. t property.... .. ..Y ....... ..._ ._..——9.�— � _... ... �.. Attach additional sheets if necessary .... _ Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section II.1.-Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No© Not Applicable The subject property is central) located in the hamlet of Southold and has traditinall been used for a church. The property isnot �_�_ . w r 1 p w....W _ _........ p y' y y p p y not suitable for agricultural use, Attach additional sheets if nec. ...........-� ��......�. �.....� �� essary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria. ❑`� Yes ❑, No Not Applicable geothermal ,anelsthh erma a of sol The property owners are exploring ways to make the building and site as efficient as possible, including usage P r al ���� ,�..�.-���..._�A�, .. ... l wells usa of local and re��rM l d materials creation a�f� rmeabl;e SLO'aCes and n tivg.primgmnt(gg�s to reduc�emth need for irr @tion _ _.µ._. __ _.._. PREPARED BY Stacy Paetzel - TITLE Landscape Architect DATE 8/20/2018 Amended on 811105 Full Environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part 1 is accurate and complete. A.Project and Sponsor Information. Name of Action or Project: First Universalist Church of Southold ._..............................._ .... ........ .. Project Location(describe,and attach a general location map): The eastern lot at the intersection of Tuckers Lane and Main Road in Southold,NY. ......... Brief Description of Proposed Action(include purpose or need): We propose to rebuild the church that had tragically burned down in March 2015.Currently,the First Universalist Church of Southold holds their services at a church in Greenport,NY until they are able to rebuild the church at the church's property.The congregation needs a new church that will allow them to serve there members and visitors.There will be a 112-seat sanctuary for members,visitors and friends,a parish hall for gatherings,offices and classrooms.The site will be redesigned with ADA compliant and pervious parking areas/walkways,lawn/planting beds and a remembrance garden.The new church and redesigned site will allow them to come back to the community they were established in. Name of Applicant/Sponsor: Telephone:917-655-6939 The First Universalist Church of Southold(Randy Wade,Secretary of Board of Trustees) E-Mail: vision4me@me.com ....--........... _ ............................................ Address:51970 Main Road City/PO:Southold State:NY Zip Code:11971 Project Contact(if not same as sponsor;give name and title/role): Telephone:631-209-2410 Stacy Paetzel(If possible add Peter Marren:pm@marrenandnewman.com) E-Mail: stacy@mplastudio.com Address: 5175 Route 48-PO Box 478 ....... ........ City/PO: State: Zip Code: Mattituck NY 111952 Property Owner (if not same as sponsor): Telephone: Same as sponsor E-Mail: Address: ............... City/PO: State: Zip Code: Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a. City Council,Town Board, ❑YesmNo or Village Board of Trustees b. City,Town or Village mYes❑No Town Planning Board August 2018 Planning Board or Commission c. City Council,Town or mYes❑No Town Zoning Board September/October 2018 Village Zoning Board of Appeals d. Other local agencies mYes❑No Historic Preservation Commission September/October 2018 Architectural Review Board e. County agencies mYes❑No Suffolk County Dept.of Health Services(Sanitary) September/October 2018 +Pollution Control(septic abandonment f. Regional agencies ❑YesmNo g. State agencies mYes❑No NYS DOT September/October 2018 NYS DEC SWPPP h. Federal agencies ❑YesmNo ........ i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes EZ]No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ®Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes[Z]No C. Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a. Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes®No would be located? b. Is the site of the proposed action within any local or regional special planning district(for example: Greenway ®Yes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes, identify the plan(s): Southold ComfaTt1q nPlan:Laren Use for Southold,Hamlet . c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesmNo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? R.O. b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c. Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? CA. Existing community services. a. In what school district is the project site located? Southold Union Free School District b. What police or other public protection forces serve the project site? Town of Southold Police Depftment c. Which fire protection and emergency medical services serve the project site? Southold Fire Department d. What parks serve the project site? N/A D.Project Details D.I.Proposed and Potential Development a. What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? Institutional b. a. Total acreage of the site of the proposed action? _ -1.24 acres b. Total acreage to be physically disturbed? ____ 1 9 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? — 1.24 acres c. is the proposed action an expansion of an existing project or use? ®Yes❑No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % 12.6 Units square feet d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes®No If Yes, i. Purpose or type of subdivision?(e.g.,residential, industrial,commercial;if mixed,specify types) ......................................._....................................... .............. .............. ................................................,...... -- — ------ _. ---- ii. Is a cluster/conservation layout proposed? ❑Yes❑No iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e. Will proposed action be constructed in multiple phases? ❑Yes®No i. If No,anticipated period of construction: 10-12 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases;. Page 3 of 13 f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Mtltipl' Familyf�or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 1 ii. Dimensions(in feet)of largest proposed structure: 35 height; 50 width; and 108 length iii. Approximate extent of building space to be heated or cooled: y 6.20..square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: _ ------------- .... . ........ ..... — - ............................... ........... ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams ❑Other specify: ..... ---- -------- ----.-- _____----_..... .........�.............................._.......................... iii. If - - - - other than water,identify the type of impounded/contained liquids and their source. - ---------------I_- ________.__-..__ .... m. m ........ .......................... iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging?New church building easement ___ __ U. How much material(including rock,earth,sediments,etc.)is pro posed to be removed from the site? • Volume(specify tons or cubic yards) _loot" Y o Over what duration of time? 1 month _ iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,m na ..... age or dispose of them. The excavated materials will consist of fine to coarse sand and fine to lar a gravel,which will be trucked off site to contractors yard for screening+re-use. iv. Will there be onsite dewatering or processing of excavated materials? es 0 If yes,describe. .. ........................ — -- ......... ......... v. What is the total area to be dredged or excavated? 1 yacres vi. What is the maximum area to be worked at any one time? ----- 1____- .1 acres . ................ vii. What would be the maximum depth of excavation or dredging? 10 feet viii. Will the excavation require blasting? ❑Yes®No ix. Summarize site reclamation goals and plan:. Jhe_go .l_A: . -build a structurally .lea.mado.th!e.s91o. rt2Ae '���otdCr_d it�o contain all�6nthe.�torrpwvv�t�r rrul.�pr subsurface drywells+infiltration areas. b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment EYes®No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): - Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii. Will ro..osedaction cause or result in disturbance to bottom sediments? _......... _.....__....-----._.—...................................................�..Q.........._____..____..—__.__u. P P ❑ Yes No If Yes,describe: ............. n ca s .,,,............. .................._......__........ iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: ___.____. • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing, invasive species control,boat access): ----- ---------- .. .._..... ............... • proposed method of plant removal: _ • if chemical/herbicide treatment will be used,specify product(s): „_ — v. Describe any proposed reclamation/mitigation following disturbance:__ .......... ....... ......... — ..... . .... ........ . ........ ...... ... ......... .... c Will the proposed action use,or create a new demand for water? ®Yes❑No If Yes: i. Total anticipated water usage/demand per day: +i for irriatsan AtWtlm gallons/day ii. Will the proposed action obtain water from an existing public water supply? OYes❑No If Yes: • Name of district or service area: Suffolk County Water Authorit • Does the existing public water supply have capacity to serve the proposal? ®Yes[]No • Is the project site in the existing district? ®Yes[]No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ®Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes ONo If Yes: • Describe extensions or capacity expansions proposed to serve this project: — _....a.. .......... ..................---_ • Source(s)of supply for the district: „ iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑ Yes®No If,Yes: • Applicant/sponsor for new district: . ._..._ _. m... _�..m ........... .. -...... m...... • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi. If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. d. Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: ....._„ .. .....2.,257 gallons/day H. Nature of liquid wastes to be generated(e.g.,sanitary wastewater, industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary Wastewater iii. Will the proposed action use any existin ublic wastewater treatment facilitie g p s? ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant haveity p ca acs to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes❑No • Will line extension within an existing district be necessary to serve the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: ------------------ iv. Will a new wastewater(sewage)treatment distric t be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district: .. • Date application submitted or anticipated: pp .. • What is the receiving water for the wastewater discharge? V. if public facilities will not be used,describe plans to provide wastewater treatment for the project, uicluding specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): A Septic.tapk eh..precast leaching pools will be used to,rech r e the s g into the ground=-----..._ ... --- - _mmm.-...�................ - - --------- vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or .3 acres(impervious surface) Square feet or 1.24 acres(parcel size) ii. Describe types of new point sources. iii. Where will the stormwater runoff. ..... ------- ..n't-f"c'i ---------- ------- be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? ------- ----- . ...... --- ------- -------- • If to surface waters,identify receiving water bodies or wetlands: N/A • Will stormwater runoff flow to adjacent properties? -- -- .............. El Yes®No mm iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions, including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes, identify: i. Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) _._. -....- -- - - — ... m........ ----- --.,..__.... ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) tionary sources during operations(e.g.,process emissions,large boilers,electric generation) g. Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: L Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • -------__-l'ons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • onyetr (short tons)of Hazardous Air Pollutants(HAPS) Page 6 of 13 h. Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Ycs®No landfills,composting facilities)? If Yes: L Estimate methane generation in tons/year(metric); __ ii.Describe an capture,control or elimination measures y methane ca p included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑YesoNo quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j. Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: L When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected numb �� ������������������������ number of y � semi-trailer truck trips/day:........ iii. Parking spaces: Existing Proposed _._._. .... Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: Vi. Are public/private trans ortation services or facilities available wi ' t .. ........e ...ite�............. ]Y - p p p ( ) thin''/2 mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k. Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑YesoNo for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site r .... l _._____ n_ n- ' renewable,via grid/local utility,or other): ---- iii. Will the proposed action require pg_... g ubst _ E]........[..-__-- uire a new,or an upgrade to,an existing substations Yes❑No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7am-5pm • Monday-Friday: 10am-2pm;3x per week 6 9pm • Saturday: 7am-5pm • Saturday: 12x per year 12pm-8pm _____________._ • Sunday: 0 Sunday: 10am 2pm_ • Holidays: .m....................... - .._ Holidays: 4Pm 1.0pm Page 7 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, 0 Yes❑No operation,or both? If yes: i. Provide details including sources,time of day and duration: Noise levels will only exc elrxistb.aw aev l _ w�rNne,..th ,construction as_a result of construction ve ides and work b'anq ca��rspi te, f3�nnc�,tpguG r_ operation the noise levels will not exceed existing levels. ii. W.,.,.,..... ......................_m_......___ ill proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes 0No Describe: n.. Will the proposed action have outdoor lighting? OYes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Refer lra.L411Ngg Plan±S_pecificationsw _ ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes ONo Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: _.... ............................... ... -... ..... p. Will the proposed action include any bulk storage of petroleum (combined capacity of over 1,100 gallons) ❑Yes ONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ................... ................................................ tt. Volumeper _._.... ----------. (s) p erunit time (e.g.,month,year) iii. Generally describe proposed storage facilities: q. Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ONo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): tt. W ---- - -...._ .. 'a ........................... ......... ..... - -- ....... ......................... Will the ro osed action use Inte ated Pest Mana ement Practices? ❑ Yes []No r. Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes ONo of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation : v- - - - tons per __. ......(unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: ....-- --- — - • Operation; iii. Proposed disposal methods/facilities for solid waste en P g.. .._ro.--................... ... generated on-site: • Construction: ....................._....................... - - — • Operation: Page 8 of 13 s. Docs the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities) ii. Anticipated rate of disposal/processing: Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment p W. If landfill anticipated site life: ......__......_...___.........................................._-- years t. Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes®No waste? If Yes: i. Namc(s)of all hazardous wastes or constituents to be generated,handled or managed at facility; - ... .. .._....__.._'________________--------------------------------- ________ ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents; .. V. Will any hazardous wastes b ....._ e disposed at an existing offsite hazardous waste facility? YesONo If Yes:provide name and location of facility: If No: describe proposed management... of an az __. -- ent of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.1. Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ❑ Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ® Other(specify):Institutional ---------------—­­ ii. ,._ii. If mix of uses,generally describe: .... ..... _ ....... .�............_........ � .... ..... —._ �....�.. .. _ ....... ....... b.Land uses and covertypes on the project site. ......... ......... ........_..._ ........� Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious surfaces 07 .57 +.5 ....�. ....... ..... ........ _..... .. • Forested 0 0 0 ........ ....._.._. • Meadows,grasslands or brushlands(non- 0 0 0 agricultural,including abandoned agricultural) • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) • Surface water features 0 0 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 0 0 •... ........... ..... ... ... . Non-vegetated(bare rock,earth or fill) 27 0 27 • Other Describe:Vegetated Areas .-.........._ .90 67 -.23 Page 9 of 13 a.Is the... ..w.m..�.... ........,._, .- �.. ._.. .m. ..... project site presently used by members of the community for public recreation? ❑Yes❑✓ No L If Yes:explain: — d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ®Yes❑No day care centers,or group homes)within 1500 feet of the project site? If Yes, L Identify Facilities: Southold Junior/Senior H h School,Southold Elementary School Independent Group Home 1- ing e. Does the project site contain an existing dam? ❑Yes®No If Yes: L Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded .........a _ _gallons OR acre-feet ii. Dam's existing hazard classification: iii. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ❑Yes❑ No • If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility:. ----_.._.._..-----------.___..-------.--------------- - -------------------------------- -------- ------------ ------——— ---_........................... iii. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any []Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes-Spills Incidents database Provide DEC ID number(s) ❑ Yes-Environmental Site Remediation database Provide DEC 1D number(s):_ ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures ... W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes❑No If yes,provide DEC ID number(s): _ _ _ iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: ........ ----_ .......................................�,m.. 1111 • Describe the type of institutional control(e.g.,deed restriction or easement): _ ... ...� _1111. • Describe any use limitations . 1111. 1111... __ --..................... .,-„_..,., – • Describe any engineering controls: ........ ......... ...... • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain ....1111. ..11.11.. .-------- E.2. Natural Resources On or Near Project Site .. .... . ... 111_1 - a. What is the average depth to bedrock on the project site? ------- N/A feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? _ _ % .....1111 c.Predominant soil type(s)present on project site: SM-Silty Sand 20 % ......... SW-Well-graded,fine to coarse sand 80 % d. What is the average depth to the water table on the project site? Average: 26 feet 1111. e. Drainage status of project site soils:® Well Drained: 100„%of site ❑ Moderately Well Drained .%of site ❑ Poorly Drained %of site ._. ..... f.Approximate proportion of proposed action site with slopes: ® 0-10%: 100 %of site r] 10-15%: %of site ..........-1111, ] 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: ..........._..... ......... ....._. h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification Wetlands: Name --- Approximate ......... ......... • Wetland No. if regulated by DEC v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired El Yes Flo waterbodies? If yes,name of impaired water bodylbodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes®No j. Is the project site in the 100 year Floodplain? ❑Yes oio k.Is the project site in the 500 year Floodplain? ®Yes❑No 1. Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑Yes®No If Yes: i.Name of aquifer: Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: SquirrelsDeer Birds n.Does the project site contain a designated significant natural community? ❑Yes®No If Yes: L Describe the habitat/community(composition,function,and basis for designation): _ _.____._ ii. Source(s)of description or evaluation:_ iii. Extent of community/habitat: • Currently: acres L0 Following completion of project as proposed: acres o Gain or loss(indicate+or-): acres roect site contain anss o.Does o p j y species f plant or animal that is listed by the federal government or NYS as E]Yes❑No.................. ..... ...............'... .. ............... � endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑Yes❑No special concern? q. Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes0No If yes,give a brief description of how the proposed action may affect that use: ... E.3. Designated Public Resources On or Near Project Site a. Is the project site,or any portion of it, located in a designated agricultural district certified pursuant to ❑Yes®No Agriculture and Markets Law,Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: . ---- ---—----------— ..... ----— ....... b.Are agricultural lands consisting of highly productive soils present? ❑Yes®No i. If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s): c.- Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: . _____ ______ _ - d. Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes®No If Yes: i. CEA name: _...,..m..................... —- ii. Basis for designation: .r..... .. ... W. Designating agency and date: Page 12 of 13 e. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: f. Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g. Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s)w ii. Basis for identification: h. Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ®Yes❑No scenic or aesthetic resource? If Yes: i. Identify resource: Founders Landing_Park ................. ......___.......... - ii. Nature of or basis for designation(e.g.,established highway overlook state or local park,state historic trail or scenic byway,, etc. :Local Park+Beach iii. Distance between project and resource: ___........_ 1.3 miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Randy WadeDate„August 20,2018 d , i g ��� .. Signature �-* �' � q�� f � _ Q� "� +'� ��_�„,��;' "� ��It�le.Secretary of Board of Trustees PRINT FORM Page 13 of 13 0 '6 ,a I I - GLO I STER I I I I O 3.655 SLOPE I VESTIBULE I i� < O,- ESTRY \ V U I I p` D I VESTIBUL ANGTU v N6EL MR. ENTRY I 4 I / qk - I / I / ` FOYER 0 I D N Q 14'-0" L LI MAY 0 f 2018 Jis sc���c.i� icsvn Hanning Ford FIRST FLOOR PLAN N FIRST UNIVERSALIST CHURCH OF SOUTHOLD DD PROGRESS NOVEMBER 21, 2017 PETER MARREN ARCHITECT AIA LEED AP pm@marrenandnewman.com SCALE: 1/8" = V-0" FUJI CLEAN USA AIR BLOWER TO BEo PROPOSED SEPTIC TANK(PRETREATMENT TANK TEST HOLE DATA SANITARY FLOW CALCULATIONS: INSTALLED ON A 4'P.C.SLAB AND TO BE / ELF OVIDE A HOUSE / 21�g 8.0 X 4'DEEP(1,200 GAL) ALLOWABLE SEWAGE FLOW TOTAL SITE: HARD WIRED TO CONTROL PANEL /�% RAP AND CLEANOUT / `Tse RIM 28'7 d� SITE LOCATION GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER O / /O�' INV IN 25.5 VA. EL.28.0 0 TOTAL SITE AREA=1.239 ACRES FUJI CLEAN USA CONTROL PANEL // AT THE FACE OF THE -t� 0 0 9 �*" ^Fe INV OUT 25.0 'yl_ POPULATION DENSITY EQUIVALENT.1.239 AC X 600 G.P.DJAC.=743A GPD WITH A GFI RECEPTICLE, -�� BUILDING(TYP.) / / J, v FINE TO MED.DARK "9 '"9 ' PROPOSED 170 DRYWELL WITH CUSTOM �� � � v o BROWN SILTY FINE y TRAFFIC BEARING SLAB(SEE PROFILE) y� yd'� SAND SM TUCKE 9G EXISTING SEWAGE DENSITY FLOW:(EXISTING SEWAGE FLOW) PROPOSED FUJI CLEAN USA MODEL CEN-10 ILA OWTS = byv�s p� ( ) - 4.0' R$/ANE Fy EX.CHURCH SANCTUARY: 1.5 GPDISEAT X 242 SEATS =363.0 GPD RIM 28.7 - y ,� d o FINE TO MEd.DARK N G EX.PARISH HOUSE(>1,200SF) =300.0 GPD p y F- F EX.601 SF 701,200 SF APARTMENT =225.0 GPD ,p_ /� NV N 24.9 p �;..� BROWN SILTY SAND p o EX.IST FLR MEETING ROOMS:1080 SF17 SFIPER.=154 PER.X 5 GPD =770.0 GPD IIA UNIT WILL BE VENTED / c,% 4�g. NV OUT 24.7 (SM) > EX.BASEMENT MTG.ROOMS:819 SF/7 SF/PER.=117 PER.X 5 GPD =585.0 GPD / THROUGH ROOF WITH %/ ti v y0 - -m 6.0' ? EX OFFICE:377.3 SFX 0.06 GPD/SF = 22.6 GPD �j 9 s P�� a EXISTING CESSPOOLS TO BE PUMPED DRY AND REMOVED N v FINE TO MED.LT. CARBON FILTER f � o EX.GARAGE 8 SHED:437.0 SF X 0.04 GPD/SF = 17.5 GPD ACCORDANCE WITH THE SCDHS STANDARDS r BROWN RUST p EX.STORAGE/MECH.:184 SF X 0.04 GPDISF = 7.4 GPD PROPOSED PRECAST DISTRIBUTION BOX � BROWN FINE SAND =2290.5 GPD (S _z EXISTING KITCHEN/GRAY FLOW: 8,0' Q ' 513 PEOPLE X 2.5 GPDISEAT =1282.5 GPD to`2i�� ���c f � yo \; is ��, RIM 28.5 ���C�`y' 9`�AiP �°erg' " IN 24.6 --- - _ �`: 'm +' / 5A' ���,��� e e o \ INV OUT 24.4 FINE TO COARSE `" / / '/ �' �o ab ,� \ RUSTIPALE BROWN TOTAL EXISTING SEWAGE FLOW =3.573.0 GPD PROPOSED LEACHING POOL s'0 x 17 DEEP SAND(SW) PROPOSED SEWAGE DENSITY FLOW: Iry / / I �,�G A Qp RIM iii o 10.0' LOCATION MAP NEW CHURCH SANCTUARY:1.5 GPD/SEAT X 112 SEATS = 168.0 GPD F FINE TO COARSE fI ' e� EX.PARISH HOUSE(>1,200SF) = 300.0 GPD J 2� �Dy \��'�'�''y . PROPOSED LEACHING POOL PALE BROWN SAND 1'=6001 rNzs.e .. '� 8'0 X 17 DEEP EX.601 SF TO 1,200 SF APARTMENT = 225.0 GPD 1 PROP.ELEC.SERVICE TO BE. '\ RIM 28.5 SOME-COARSE TO IST FLR MEETING ROOMS:569.0 SF/7 SFIPER.=81 PER.X 5 GPD = 405.0 GPD Wate -L'Inel`s) P.�UST Be #pected By The + 0� / Co. �a LARGE GRAVELS OFFICE:369.2 SF X 0.06 GPD/SF = 22.2 GPO SuffoiCbun Departm f Health Services. /� ,�`� �, / PLACED N CONDUIT(iYP. INV IN 24.0 =1,120.2 GPD<2,290.5 GPO 15.0' PROPOSED KITCHENIGRAY FLOW: T O F I IF, 4 v // s 6, M PROPOSED 50%EXPANSION POOL MED.TO COARSE 193 PEOPLE X 2.5 GPDISEAT = 482.5 GPD a Call 6319f�'u454.Tb­SfchZance. Jule Inspections ryh�'b 4, , �: . o �, 8'0X1rDEEP 4$ HoL,S I AI O RIM 28.3 PALE BROWN SAND TOTAL PROPOSED SEWAGE FLOW =1,602.7 GPD P� .9' ;- ...'s IN 24.0 -SOME FINE TO 'I I j'`, �� N - rrrrzs-a N 4.•�0 'S',, PROPOSED SEPTIC TANK SMALL GRAVEL(SW) SEWAGE DISPOSAL SYSTEM DESIGN (CHURCH &PARISH HOUSE) I EX.GAS MAIN l�/r / �� 1 °O 8'0 X 4'DEEP 1,200 GAL) ., 6'0 DUCTILE IRON PIPE r >N PROPOSED SEWAGE FLOW: I PROPOSED U.G.GAS SERVICE R 3za \ TEST HOLE 2g-� RIM 27.6 22.0' NEW CHURCH SANCTUARY:1.5 GPDISEAT X 112 SEATS = 168.0 GPD CONNECT TO EX STUB) . - INV IN 25.3 rr+v zs s FINE TO MED.LIGHT , S i I AIR LINE , NV OUT 24.8 EX PARISH HOUSE( 1,200SF) = 300.0 GPD 1 ( ( '�"'" ► ( a BROWN SAND- 22.6(EL.5.4 HIGHEST EXP.GROUNDWATER PER USGS WELL S16780.1) 1ST FLR MEETING ROOMS:569.0 SF17 SFIPER.=81 PER.X 5 GPD - 405.0 GPD j PROPOSE 1-STORY HUR� \ CO. �') °� e EXISTING SHEDS I I PROPOSED U.G. - r UNFINISH D CRA L SPACE \ 5µ ( ) OFFICE:369.2 SF X 0.06 GPD/SF = 22.2 GPD TUCKERS LANE � � _ � �� 1 TO BE REMOVED V, SOME FINE TO 24.0 EL.4.0 GROUNDWATER ELEV. = 895.2 GPD I ELECTRIC SERVICE I ( J \ ,&MIN �s 86 Q7 . ( 27.9 PROPOSED DESIGN CAPACITY OF IIA UNIT: 1 °a ME64.ONLY) 261' . . 2 LARGE GRAVEL S o I 1 °pF F.F.29.5 \ ' �� 44 �- ' PROPOSED FLOW RATE 895.2 GPD __�4 I ' 1 • zap \ 1 ,(g5 �a-6'�--- TESTHOLE BY MCDONALD PROPOSED ONE FUJI CLEAN CEN40 TREATMENT UNIT=1,000 GPD>895.2 GPD PROPOSED 1'WATER SERVICE 3 I r \ 49446 SF I (CONNECT TO EX.TAP) �f 1 `� DRAIN 1 SAN CROSSING \ _ n. GEOSCIENCE DATED 10/18/18 �~ i \\ a \ zv �L 8_ - LEACHING POOLS: +I 1 ' �BOT.WASTE LME EL 26.4 �' GROUNDWATER ENCOUNTERED 1 I ' PROPOSED LEACHING POOL LEACHING @ 1.5 GPDISQ.FT:895.2 GPD 11.5 GPDISQ.FT.=596.8 SF y 60X3.14X1'=25.13 SQ.FTJFT. t - TOP DRAIN LME EL 24.8 OPOSED GREASE T \ <nI! Y{ o - s 8'0 X IT DEEP 24'BELOW GRADE PROPOSED � rs d �� � 29 8'0X5'DEEP(1;500 L) 596.8 SQ.FT/25.13 SFIFT.=23.7 V.F. � � DRYWELL(TYP.) I W i RIM 282 RIM 27.5 MV IN 25.9 USE 2 8'0 X 12 DEEP LEACHING POOL =24 VF>23.7 VF W INV IN 24.6 EX.WATER "I I --c INV OUT 25.4 �. i MAIN ` I j /U I .V_ _ '7 - 2 V CQ O w SUFFOLK COUNTY TYPE*F' DESIGN FOR 50% EXPANSION: r- FINISHED 596.8 S.F. X .50 =298.4 S.F.125.13 SFIFT.=11.9 V.F. PROPOSED 50%EXPANSION POOL j a GRADE CAPPED OR PLUGGED ADJUSTABLE CAST114G TO GRADE •�1. .q, �l FUJI CLEAN USA 8'0 X 13'DEEP ~3 a ` U USE 1-8'0 X 17 DEEP LEACHING POOL=12 VF>11.9 VF a'y 26 I CONTROL PANEL ti so WITH A GFI RIM INV N 24.6 28.1 o N m { j I RECEPTICLE C, ~ o SEWAGE DISPOSAL SYSTEM DESIGN J 0- ADJUST TO GRADE WITH N.J.SHALE ml r e con o O (CHURCH HOUSE KITCHEN) I RED BRICK 8 MORTAR(MIN.OF TWO a=0 COURSES 8 MAX OF 15') PROPOSED KITCHEN/GRAY FLOW: 193 PEOPLE X 2.5 GPD/SEAT = 482.5 GPD <� N 4'LAYER OF STONE tA- I i lu W CAi I o 0 1 27- �Ljj U PROPOSED DESIGN CAPACITY OF SEPTIC TANK: W PROPOSED FLOW RATE 482.5 GPD X 2 DAYS STORAGE=965.0 GPD \\ I z O MAINTAIN MIN.4'SEPARATION PROPOSED ONE 1,200 GALLON SEPTIC TANK 8'0 X 4'DEEP=1,200 GPD <965 GPD Q v BETWEEN BRICKWORK AND STRUCTURE EX G SERVICE �� C } 1 LEACHING POOLS: o° os °� � I � I DEPTH LEACHING @ 1.5 GPD/SQ.FT:482.5 GPD 11.5 GPD/SQ.FT.=321.7 SF 3y u h _ 5TMG SEPTIC SYSTEM 4•(MIN.CLASS 150 PIPE) _ j I . m i _�_ _99 W-P ROPOSED tJ G. I (AS REQUIRED) 8'0 X 3.14 X 1'=25.13 SQ.FTJFT. I Z I ELECTRIC SERVICE' 32.4' �.c,' TO BE PUMPED DRY AND t� e a WAT R SERVICE ? _ > FUJI CLEAN USA OWER TO BE INSTA LED 4'DIA.45'BEND 321.7 SQ.FT/25.13 SFIFT.=12.8 V.F. r"„ s. ABANDONED IN PLACE N WITH PLAIN ENS USE 1-8'0 X 13 DEEP LEACHING POOL =13 VF>12.8 VF ON A 4'P.C.SLA AND TO BE NAf2o�WIRED 0 ACCORDANCE WITH THE AND MECHANICAL a ' j C I r_ - - ` \ N 3 �•0 241 u CONTROL PAN (SEE DETAIL THIS SHEET) OWN SCDHS STANDARDS JOINT FITTING iD.LP.) ° I I C�tI 2'VENT UNE�TO RO '+ AIR LINE I DESIGN FOR 50!° EXPANSION: - PROPOSED LEACHING FO L I h! WITH'tARBON FILTER s 'N 321.7 S.F. X .50 -160.9 S.F.125.13 SF/FT.-6.4 V.F. -=--252 I 8'0X17 DEEP a 4'X4'X4'WYE BRANCH N m, 2 `> 7 RIM 26'3 1 USE 1-8'0 X 14'DEEP LEACHING POOL=13 VF>6.4 VF �� � � 2� a3 4 I to z ens. SN Ar/!y /'� I NV 23.0 I I ! I e . • 23 \ , 1 PROPOSED 50N.EXPANIStON P OL WITH MECHANICAL JOINT ' 8'0 X 1r DEEP o FTffINGS(D.I.P.) PROPOSED DESIGN CAPACITY GREASE TRAP: rt a `S I o-4 I RIM 26.4 ( Z6. D ! J. t�0`'�� 24 - �� --------------�y USE 8'0X6EFF,DEPTH GT=11,500GPD P �� Zm <' INV 23.0 -! -_- - 4• Chf/1lNLItiK fEh'Cf AlON", UnE 247.0 STORM DRAINAGE INLET(TYP.) SEWAGE DISPOSAL SYSTEM DESIGN(APARTMENT) a _( PROPOSED RAIN N74'50'00"W ( T) GARDEN PROPOSED FUJICLEAN CEN-5 PROPOSED PRECAST DISTRIBUTION BOX LAND N/F OF FLOW 4'MIN.DIA. FLOW a --= 4•MIN.DIA. PROPOSED SEWAGE FLOW: UA UNIT RIM 26.1 51750 ROUTE 25 LLC EX.601 SF TO 1,200 SF APARTMENT=225 GPD t RIM 262 /PROPOSED 10'0 INV IN 23.5 S.F. RESIDENCE MV IN 23.8 DRYWELL WITH INV OUT 23.3 CONNECTED TO PUBLIC WATER PROPOSED DESIGN CAPACITY I/A UNIT: INV OUT 23.6 CUSTOM TRAFFIC TY P I CAL SANITARY HOUSE CONNECTION ONE PROPOSED RATE 225 GPD SITE PLAN BEARING SLAB(SEE r VENT PROPOSED ONE FUJICLEAN CEN-5 TREATMENT UNIT PROFILE) CARBON FILTER TO BE TERMINATED 18' CLEAN-OUT DETAIL DEVICE MIN.ABOVE GRADE LEACHING POOLS: SCALE:1"=30' LEACHING @ 1.5 GPD/SQ.FT.225 GPD 11.5 GPDISQ.FT.=150 SF HEAVY DUTY LOCKING CAST IRON NOT TO SCALE 300 SF MIN.LEACHING AREA REQUIRED HEAVY DUTY LOCKING CAST IRON HEAVY DUTY AND LOCKING HEAVY DUTY LOCKING CAST IRON COVERS TO GRADE(TYP.) 6 0 X 3.14 X V=25.13 SQ.FTJFT. COVERS TO GRADE(TYP.) 300 SQ.FT 125.13 SF/FT.=11.9 V.F. COVERS TO GRADE(TYP.) CAST IRON COVER TO GRADE 12'MIN. 6'MIN. PROPOSED 10'0 DRYWELL WITH CUSTOM TRAFFIC F.F.29.5 MORTAR FROST PROOFING BEARING SLAB MANUFACTURED BY DIAMOND,LONG USE 1-8'0 X 17 DEEP LEACHING POOLS=12 VF>11.9 VF 24'0 PRECAST MORTAR FROST PROOFING MORTAR FROST PROOFING ISLAND OR SUFFOLK PRECAST OR AN APPROVED INSTALL DUMMY RINGS EQUAL 24'0 PRECAST RISER RINGS HEAVY DUTY LOCKING CAST IRON DESIGN FOR 50% EXPANSION: CONE.RISER RINGS 24'0 PRECAST CONE.RISER RINGS F.F.EL 29.0 CLEANOUT(SEE DETAIL) 2.5 MAX (12'MAX.HEIGHT) 2.5 MAX. (12'MAX.HEIGHT) GRADE EL 27.5 OR DOME AS T VENT TO IIA U T PROVIDE END CAP TYPE LEVELING 300 S.F. X R 5% E S.F.I ION: SFIFT.=5.9 V.F. EL 28.8 EL 28.2 GRADE L 2 .6 NECESSARY TO BRINGF DEVICES AT OUTLETS (2'MAX HEIGHT) COVERS TO GRADE(TYP.) 24'MIN.CAST IRON PIPE ,� PROPOSED L 26.5 EL 26.2 L 6.1 GRADE EL EXTENDING THROUGH N gIF L 24 TRAFFIC BEARING SLAB U 24' TRAFFIC BEARING SLAB STRUCTURE TO GRADE PROVIDE A CLEANOUT AT >< -- USE 1-8'0 X 12'DEEP LEACHING POOLS=12 VF>5.9 VF FOUNDATION WALL TRAFFIC BEARING SLAB m 6'PVC WASTE UNE a �• _ mrp) THE FACE OF THE BUILDING TRAFFIC INV.EL 23.6 BEARING SLAB >< TRAFFIC BEARING SLAB INSTALL DUMMY RINGS OR DOME 20 PITCH 1/4 INCH PER FOOT to 4'PVC WASTE LINE `: INV.EL 23.5 N AS NECESSARY TO BRING GENERAL NOTES FLOW 12'MIN PITCH INCH PER FOOT �- ALL LEACHING POOLS SHALL BE INV.EL 24.1 INV.EL 23.P r PROPOSED STRUCTURE TO INV EL 26.5 6' urr< --- PLACED IN ACCEPTABLE LEACHING WL GRADE(TYP.) INV EL 25. w INV EL 25.3 = to SOILS AS APPROVED BY THE 24'MIN.CAST IRON PIPE I V.EL 23.8 2' 20' ( 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN PROVIDE A CLEANOUT AT INV EL 25.4 w INV EL 24.8 SCDHS. IN THE EVENT POOR EXTENDING THROUGH ^ 4'PVC WASTE LINE 2'MIN. 2'MIN. o ? PITCH 118 INCH PER 4'0 g• T MIN. I ALL LEACHING POOLS SHALL BE PLACED IN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. o INV EL 24.6 FOUNDATION WALL 4'PVC WASTE LINE COLLAR ACCEPTABLE LEACHING SOILS AS APPROVED BY THE THE FACE OF THE BUILDING z o 4• I- LEACHING MATERIAL IS r FOOT 26'(10'MIN.) P v o I 11'(8'MIN. w ENCOUNTERED,EXCAVATION IS TO 4'SANITARY WASTE PIPE PITCH 118 NCH PER w 4' SCDHS. IN THE EVENT POOR LEACHING MATERIAL IS 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUNE 15,2016. VERTICAL o BE CONTINUED TO SUITABLE ENCOUNTERED,EXCAVATION IS TO BE CONTINUED DATUM IS APPROXIMATE NAVD 88. 10{5 MIN.) _� '1 U. EL 20.4 PITCH 114 INCH PER FOOT EL 19.3 FOOT I VEL.23.0 _ MATERIAL AND BACKFILLED AS 26' 2 MIN. w I TO SUITABLE MATERIAL AND BACKFILLED AS NEW 4'SANITARY KITCHEN DUCTILE 14 DETAILED. CUTTING RINGS MAY BE toN• ( DETAILED. CUTTING RINGS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. IRON WASTE PIPE FROM BUILDING 4' BAFFLE WALL4' 3'MIN. 5 MIN. I THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE EL 20.1 MONOLITHIC UNIT I 8'DIAMETER _I COLLAR REQUIRED. EL 11.0 PITCH 114 INCH PER FOOT r- PROPOSED I/A FUJI CLEAN I 8'DIAMETER z CONFORMED ACCORDINGLY IN THE FIELD. _ I EL 11.6 WASTEWATER TREATMENT I BACKFILL WITH CLEAN SAND VDI V DIAMETER ( SYSTEM MODEL CEN-5 HIGHEST EXPECTED GROUNDWATER ELEVATION EL 5.4 PER USGS WELL S16710.1 " LAND GRAVEL 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN BACKFILL WITH CLEAN SAND-------------------------------------------------------------------------------------------------------------`------------------------------- ---- ---------------------------- WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. PROPOSED PRECAST r PROPOSED LEACHING � AND GRAVEL PROPOSED I/A OWTS PRECAST DISTRIBUTION BOX 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. GREASE TRAP DETAIL PRECAST SEPTIC TANK DETAIL POOL DETAIL 6'MIN.PENETRATION INTO SAND AND PROPOSED LEACHING POOL DETAI� s'MIN.PENETRATION INTO SAND AND G (SEE DETAIL SHEET 2) GRAVEL STRATA GRAVEL STRATAAPARTMENT SANITARY SEPTIC SYSTEM PROFILE 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL HIGHEST EXPECTED GROUNDWATER ELEVATION EL 5.4 PER USGS WELL S16780.1 LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. SANITARY SEPTIC SYSTEM PROFILE (CHURCH KITCHEN) N.T.S. -- 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, 2'VENT E E I V CARBON FILTER TO BE TERMINATED 18' NOT TO SCALE - I THE PLANS. DEVICE MIN.ABOVE GRADE ��� 2 6 2023 ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING Suffolk County Department of Health Services 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. SOILS AS APPROVED BY THE SCDHS. IN THE EVENT POOR Approval for Construction-Other Than Single Family Soutrr aid Town 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. HEAVY DUTY AND LOCKING LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE EtNGINEFT E.CErtTIFlCAT1CNREQUIRED. Sou-crn 314/22 SCDHS COMMENTS HEAVY DUTY LOCKING CAST IRON g Board 12'MIN. 6'MIN. CAST IRON COVER TO GRADE COVERS TO GRADE(TYP.) CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. HEAVY DUTY LOCKING CAST IRON Reference No. C-20-0036 Design Flow 1,603 GPD aUE 14IT R E.OR R.A.CC RTI FICATIC N 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE 1127122 REVISE BUILDING CUTTING RINGS MAY BE REQUIRED. g F.F.29.5(CHURCH) MORTAR FROST PROOFING PROPOSED 170DRYWELLWITHCUSTOM COVERS TO GRADE FOTtINa71kLLATlOIdANCCONSTRUCTION UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE 11119/2020 SCDHS COMMENTS F.F.31.2(PARISH HOUSE 2'VENT TO IIA UNIT 24'0 PRECAST CONC.RISER RINGS TRAFFIC BEARING SLAB MANUFACTURED MORTAR FROST PROOFING use(s) Church, Parish House, and Apartment OF SEWAGE DISPOSAL SYSTEM AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED 10/8/2020 SCDHS COMMENTS &H 20 INSTALLATION APPLICANT IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL (12'MAX.HEIGHT) BY DIAMOND,LONG ISLAND OR SUFFOLK 24'0 PRECAST RISER RINGS MORTAR FROST PROOFING These plans have been reviewed for general conformance with Suffolk FOR FINAL APPrOVAL. CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. 713/2020 SCDHS COMMENTS EL 28.8 GRADE L 28.7 TRAFFIC BEARING SLAB EL EL .7 EL. .7 PRECAST OR AN APPROVED EQUAL (7 MAX.HEIGHT) County Department of Health Services standards, relating to water PROVIDE A GRA EL.28 GRADE 28 REVISIONS supply and sewage disposal. Reguardless of any omissions, ** FIRST UNIVERSALIST CHURCH OF SOUTHOLD 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% CLEANOUT AT THE N in -- FUJI UNITS MUST BE INSTALLED PER DEPARTMENT ra N� N 24' TRAFFIC BEARING SLAB inconsistencies or lack of detail, construction is required to be in INSTALLATION METHOD APPROVAL DATED 1/20/23 PO BOX 221 MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY FACE OF THE INV EL 25.5 go 4'PVC WASTE LINE �c'� INSTALL DUMMY RINGS accordance with the attached permit conditions and applicable AND CERTIFIED BY DESIGN PROFESSIONAL.** SOUTHOLD,NY 11971 STANDARD PROCTOR TEST. BUILDING FLOW PITCH 114 INCH PER FOOT 4'PVC WASTE LINE p pp 12' IN. PITCHY INCH PER FOOT INV EL 24.6 4'PVC WASTE LINE 20' a. NE DOME AS standards,unless specifically waived by the Department.This approval 4'PVC WASTE LINE s �� g NECESSARY TO BRING 12. LOT AREA:53,962 S.F.OR 1.239 ACRES INV EL.25.8(PARISH HOUSE) PITCH 114 INCH PER FOOT = PITCH%INCH PER FOOT �_- PROPOSED expires 3 years from the approval date, unless extended or renewed. to wl Water Line(s) MUST Be Inspected By The INV EL 25.8(CHURCH) n INV EL 25.0 r I INV EL 24.7 STRUCTURE TO GRADE Plans an prepared by Condon Engineering,P.C. It is a violation of the f Z LU INV EL 24.9 Suffolk County Department Of Health Services. 13. THERE ARE NO WELLS WITH 150'OF THE PROPERTY. z r RYp) 1/23123 _ ry P New York State Education Law,Article 145,Section 7209,for any 24'MIN.CAST IRON a o io 4' EL 23.8 person unless acting under the direction of a licensed Professional PIPE EXTENDING 11'PARISH HOUSE v 6'(5 MIN.) INV EL 24.0 Approval Date Reviewer Call 631-852-8454 To Schedule Inspections Engineer,Architect,or Land Surveyor,to alter an item in an way. 1 THROUGH 1I'CHURCH - INV EL 24.4 P n9' Y Y� Y Y EL 20.6 a (48 Hours In Advance. an item bearing the seal of an Engineer,Architect,or Land Surveyor is L FOUNDATION WALL (10 MIN.) EL 19.6 6(5'MIN.) 31'(8'MIN.) APPROVED IN ACCORDANCE WITH BOARD OF altered,the aRering Engineer,Architect,or Land Surveyor shag affix to ' BAFFLE WALL 4' o LC the item his/her seal and the notation'Altered by'followed by his/her 8'DIAMETER PROPOSED 4'0 PRECAST W REVIEW DETERMINATION DATED 4/8/21 signature and the date of such alterations,and a specific description of BIOTUBEr�FFLUENT FILTER MODEL DISTRIBUTION BOX 3'MIN. PROPOSED I/A FUJI CLEAN USA COLLAR the alteration. S.C.T.M.: DIST.1000 SEC.63 BLK.6 LOT 6.1, 6.2 FTSO444-36V OR MODEL (SEE DETAIL ON SHEET 2) FTW0444�6VOR670DELFT0822-148 WASTEWATER TREATMENT SUE3JE=CT TO COVi_N.aNTS SI RCSTRICTIOI`dS LEER 13182 SYSTEM MODEL CEN-10 EL 12.0 PAGE 361FIRST UNIVERSALIST PRECAST SEPTIC TANK r- TDIAMETER Z Scale:AS SHOWN Condon Engineering, P.C. PROPOSED I/A OUITS PROPOSED LEACHING CHURCH OF SOUTHOLD (PRETREATMENT TANK) DETAIL POOL DETAIL "' Drawn by:JJC 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) OF HIGHEST EXPECTED GROUNDWATER ELEVATION EL 5.4 PER USGS WELL S16780.1 Mattituck New York 11952 BACKFILL WITH CLEAN SAND - � souTHolO NY s'MIN.PENETRATION IWO (631) 298-1986 (631)298-2651 fax CHURCH & PARISH HOUSE SANITARY SEPTIC SYSTEM PROFILE Health Department Approval Stamp AND GRAVEL SAND AND GRAVEL STRATA Date: 1/17/2020 www.condonengineering.com SANITARY PLAN 2 NOT To SCALE CONTROL PANEL WIRING DIAGRAM P.1 2-1/2"VENTILATION PIPE SCUM BAFFLE R CI IAMBBR Volume(gal) PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS. CHAMBER Volume((gal) f T to, I Sedimentation Chamber 277 A COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE PROVIDE END CAP TYPE LEVELING A Sedimentation Chamber s5s 4 Q2 Anaerobic}'filtration Chamber 278 2'-10-' ra-" r-o�•" )• trrvENntATIONPIPE Anaerobic Filtration Chamber s1u 4 z Q Aerobic Contact Filtration Chamber 127 DEVICES AT OUTLETS 6ClaA BAFFLE Aerobic Contact Filtration Chamber 248 PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH ATIMER OR TIMING DEVICE.PLEASE ++ Stnra,c('hamhcr Izs EC1RCutATtoN Storage Chamber 63 e .• rs (9 Disinl'w-tion Chamber t I eesre AIR LIFT PUMP Disinfection Chamber 4 CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARMICONTROLLER UPGRADE OPTIONS. Total Volomc 1,498 © ISINFECTION Total Volume 749 • CYLINDER(OPTIONAL) INLET SI'E'IFWATIONS 4'INLET PIE 'OUTLET PIPE © pRt u Ancxa Anaerobic Maha PP/PE FdlmB Rate 4(9: SI'I:CIFICATIONS AIR L1Fr PUMP Board'I Aerobic Media PV('/I'I'/PF Fr1hnF Rate 179: >> T Tik 16 IN-LB cin'a>fR o�r•ncxau) Aerobic Media PPPIi Filling 17% a' "AL �A Anaerobic Media 11 /PI; Filling hate 16% � �__._—___----_--_------_-_-- Blower 3.0crm noard'1'ype Aerobic Media PVC/PI'/PG Pilling Rate 16% QI 02 []3 0 �;t ir6_I �7 Tel rINLET prE 'otmFratPE Tank FRI' Aerobic Media I'I'/PL' Pilling Rate 57% !A Piping. PVC i PP/PF: Blower 2.8 cfm s-s Access('overs Plastic/('aRlmn FFLUENT I 1 I 1 1 1 1 �'—'�' I • Disinfectant(Optional) Chlorine Tablets — © AIR LIFT PUMP an, I'IIP 1 1 1 I 1 4u 0 Piping PVC/PP/PF, INLET BAFFLE 3 BAFFLE REQUIRED IF INLET PITCH . ' i © uENr I 1 1 1 1 I 1 I EXCEEDS 1/2'PER FOOT AIRLFrPUMP Access Covers Plastic/Cast Iron 1 N 1 v H I 1 I 1 Ira,TeAFFLe ® Disinfectant(Optional) Chlorine Tablets I IrtOK FM ALMN ( ——4 o FLOW OPENING(TYP J (CLEAN NG OPENING) B RECIRCULATION PIPE �fl_OW BAFFLE 1>2'AIR INTAKE 1 ARN FLOAT 1 v�.B t . 1 I-———————————————).——___ aMn rLtluT• BRANCH CIRCUff PROTECTION, OVERLOAD PROTECTION PLAN VIEW 1 I MID IWN DISCONNECT PROACED BY OTHERS REca OPENING(T PE LEWNC O � ?AIR MTAItE (aEAraNc or•EraNc1 24'MANHOLE Flow ot•r►utxt(rw.) B 18-MANHOLE(TYP) 18"MANHOLE(rYP) 24"MANHOLE(TYP) ISINFECTION 1 1 AND Pr(UST 8E SIZED ACCORDING TO PUttIP/MOTOR CYLINDER(OPTIONAL) L-------------• 1 WNUFACTURING SPECIFICATIONS. TRAFFIC BEARING COVER ( ( TO MEET AASHTO 4120 LOW OPENING STANDARD M.H.FRAME&COVER, pm P FINISH ADE TYPE'I'ADJUSTABLE CASTINGLY Z/•MAN OLE 1'-" OARD TYPE +e AraraeotE(fw) +trMANNOLE(rvr) zc tuA>,a+a.E(tw) �E�o,+ CONTACT MEDIA -41t I AERA102 A - CYt1NOER(OPTIONAL) Mt I OW OPEMNG .§. LUG 0 TDtUtIE .- . ''' a.• ADJUST TO GRADE '''' r TYPE O IN-i •. .. ° CONTACTMEOIA EXTERNAL COMPONENTS COMPRESSOR AND/OR PtJf++PS PROVIDED BY OTHERS WITH N.J.SHALE t / ) RED BRICK& t� AND MUST BE U.L. APPSTD THERMIALLY PROTECTED PUMPS •' • MORTAR(MIN.OF 5'-5• 0 Q 5'-5• ECIRCULATION TWO © ASSEMBLY • 4'MfN. COURSES&MAX O A v noN 4 8" 4• - 4.8. OF 15') ' • cs• TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG, F. +*� ® (60 DEG. C. ). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. AEROBIC MEDIA CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND 2•MIN. OVE © © ©3 0 c MtrrtA OUTLET t VERT _ 2'MIN. RATION AssEMeLr AERATION ASSEMBLY DASHED LINES REPRESLNT FIELD WIRING FIELD WIRING SECTION ` 6'MAX k 4 SECTION A-A VIEW SECTION B-B VIEW CONCRETE DISTRIBUTION BOX SECTION A-A VIEW SECTION B-B VIEW ALARMICONTROL PANEL WIRING DIAGRAM P.2 N.T.S. ° FmClean USA Jr.,.u,t CEN-10 CEN-5 1 ; Structural Drawing Structural Drawing I DATE. 112014 SCALE; 3B" t' DATE.: 07!012014SCALE. 1/2" 1' t I I t 1 1 1 fBI 1 i NOTE: PROVIDE GFI RECEPTACLE ELEC NEAR CONTROL PANELS FOR PANEL MAINTENANCE. 20 AMP BREAKER C3108 tES1. K"k. SILEWE 15 - 2 AYP 1 TNSI08 ARV CIRCUIT jWAP� CR " • EXTERIOR RATED JUNCTION BOX 12 AWG OF WIRE IN 314'PVC l AH11I BELOW GARDE IN A SPRINKLER BOX l i e l � 80 CONDUIT T OSt �- PS112 I tSVITENS• 3 TRI TB) 1- LT115 Fo5�715 2 v fps -91 X1/R -.X2 ALAR!QrLD41 BEACON �FUJI N USA CONTROL PANEL CHURCH ELECTRIC RISER DIAGRAM CB120 TB: A + a + CUSS*A' N07 TO SCALE 1 I a• a 15 ) +� ------------- ---------- N CONCRETE FILL A I I --- ---- OQ 4000 PSI AA NOTE: CIRCUIT`K�AtcEx �'� TYPE II CEMENT I I '2l COVERED MANHOLE PROVIDE GFI RECEPTACLE MANHOLE NOTES: NEAR CONTROL PANELS FOR MAINTENANCE. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES t� _ _ z 1. CONFORALL M TO OLES S.T.M.C 78, PANEL APPROVED I —�•- 'Lb CONFORM TO A.S.T.M.C-478, -------- LATEST REVISION STANDARD AMTDR 1 ; ; SPECIFICATIONS FOR PRECAST REFERENCE NO. C-20-0036 SECT IOONNSEDcoIVCRETEM.H. SEE SHEET 1 OF 2 FOR SPECIAL CONDITIONS d • : I I ° ' 2. MANHOLE RISER SECTION TO BE EXTERIOR RATED FURNISHED IN 1,2,3, REVIEWER'S INITIALS BE C2128 TBI _____FS128 TDI � I I OR 4' BELOW GRADE IN A 2 _ ; JUNCTION BOX 20 AMP BREAKER 20 o R- o------a---_ -- ------LN HEIGHTS AS REQUIRED. SPRINKLER BOX '�' 12 AWG OF WIRE IN 314' AM' �r y 9 ( I PVC SCH 80 CONDUIT P LAN 3. LOADING TO CONFORM T AASHTO CIRCUIT BREAItER Plltl'Fi1lAT H-20 LOADING STANDARD M.H.FRAME&COVER, MANHOLE NOTES: PLAN 4. CONCRETE TO BE 4,000 PSI @ 28 P -, FINISH GRADE TYPE'F'ADJUSTABLE CASTING I DAY SET 1. ALL MANHOLES SECTIONS ADJUSTABLE LOCKING TYPE*F`CAST F1MQ }L #4 BARS @ 8' SHALL CONFORM TO A.S.T.M. TRAFFIC BEARING COVER O.C.E.W.BOTTOM C•478,LATEST REVISION IRON FRAME AND COVER FINISH GRADE TO MEET AASHTO-H20 5. ALL OUTLETS ARE BE SET AT FUJI CLEAN USA STANDARD SPECIFICATIONS (TO BE WATERTIGHT AND INSECT PROOF) THE SANTE ELEVATION,0.1' CONTROL PANEL MINIMUM BELOW INLET(S) - ADJUST TO GRADE WITH N.J.SHALE FOR PRECAST REINFORCED APARTMENT ELECTRIC RISER D I AG RAM RED BRICK&MORTAR(MIN.OF TWO CONCRETE M.H.SECTIONS. 2.5'MAX. 1y' 1' COURSES&MAX.OF 15') r MAX. NOT TO SCALE covrR 2. MANHOLE RISER SECTION TO MANUF.IDENTIFICATION BE FURNISHED IN 1,2,3,OR 4' CAST IN WALL S.C.D.P.W.STD.M.H.STEPS HEIGHTS AS REQUIRED. tol (S.S.OR STEEL REINFORCED P4• Notes: VISUAL BEACON COPOLYMER POLYPROPYLENE) 3. MANUF,TO CERTIFY THAT 12'O.C. STEPS ARE TO BE COPOLYMER MANUF.IDENTIFICATION •An wiring and equipment are to be be provided and installed the Electrical contractor C In CIRCUMFERENTIAL MANHOLES DELIVERED MEET n9 eq Pm P by (E )' ') POLYPROPYLENE COATED 112' CAST IN WALL accordance with the National Electric Codend Local Electrical Codes. • REINFORCEMENT 0.12 SQ.IN./FT. ALL REQUIREMENTS OF � (NEC)( ) OF HEIGHT S.C.D.P.W.SPECS, STEEL BARS @ 12'O.C. • 12'O.C. ' The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings.The SQ.OR 34'0 SELF 4. LOADING TO CONFORM T ) P. contractor will arrange for an inspections and secure a Fine Underwriters certificate which is to be turned 1%•cLeaRnNce �' SEALING BUM RUBBER AASHTO H-20 LOADING over to the owner at the completion of the worst Health Department Approval Stamp MACLEAN NEMA 4X CONTROL PANEL 5. REBAR TO CONFORM TO ASTM 'An foundation penetrations for entry of directly buried feeders are to be equipped with galvanized steel RECEIVED JOINT SEALANT TO BE 1'BUTYL sleeves. RMC is to be used at an other foundation and floor netrations. � •MAX. A-6150 Fs�0,000 PSI RUBBER FOR ALL JOINTS � 1/27/2022 REVISE BUILDING (TY!".) 4'OR 5' 6. WELDED WIRE MESH TO 'Furnish and install new service equipment and circuit breakers as shown in these drawings. An panels ,IAN 2 6 2023 10/8/2020 SCDHS COMMENTS CONFORM TO A.S.T.M.A185 and breakers are to be labeled. The electric panels are to be installed and grounded in accordance with the I REVISIONS Fs--65,000 PSI NEC and Local Electric Codes. L� -T 3'-3'MAX. soutnola-f own ELECTRICAL AND CONTROL TO BLOWER 5' 7. CONCRETE TO BE 4000PSI @ 28 48'I.D. (TYP.) An switch and outlet boxes,junction boxes,and pun boxes installed on the exterior are to be galvanized Planning Board DAYS steel and rated for exterior use. CONTROL WIRING TO OWTS '8. FLAT SLAB TOPS(NO JOINT) 5. An exterior outlets are to be housed in weather proof enclosures. APPLICANT. MUST HAVE TOP&BOTTOM FIRST UNIVERSALIST CHURCH OF SOUTHOLD - w Z STEEL Plans are CO CONCRETE INVERT FORMED TO prepared by Condon Engineering,P.C. It is a violation of the New York State PO BOX 221 MAC'R"AIR BLOWER to t- A#2 STEEL HOOP Education Law,Article 145,Section 7209,for any person unless acting under the U PVC J fV 9. REFER TO THE SCDPW AT LEAST THREE-QUARTERS OF SOUTHOLD NY 11971 WEATHER RESISTANT q w AROUND OPENING(TYP.)) direction of a licensed Professional Engineer,Architect,or Land Surveyor.to after an `''r" T((YP,) W40 SANITARY SEWER STANDARD THE DIAMETER OF THE PIPE w n9 y y ENCLOSURE SUPPLIED j BY MANUFACTURER _ - _._ DETAIL SHEETS FOR azo item in any way.If an item bearing the seat of an Engineer,Architect or Land Surveyor ✓ / �,� ADDITIONAL DETAILS. m Is altered,the aftering Engineer,Architect or land Surveyor shall affix to the item ELECTRICAL SUPPLY FLEXIBLE JOINT(TYP.) PROVIDE NON-SHRINKING MAST JOINT SEALANT PVC JOINTS V w hisAter seal and the notation'Anered by'followed by hislher signature and the date of FROM BUILDING MAIN 77. 'KOR-N-SEAL'FLEXIBLE SLEEVE v' such alterations,and a specific description of the afteration. S.C.T.M.: D1STA 000 SEC. 63 BLK.6 LOT 6.1,6.2 ELEC.PANEL 4'CONCRETE SLAB 1y' OR APPROVED EQUAL(TYP.) COVER (SEE DETAIL) FLEXIBLE JOINT(TYP.) Condon Engineering, P.C. FIRST UNIVERSALIST SEE SCORING DETAIL CAST IN PLACE FLEXIBLE RUBBER SLEEVE Scale:AS SHOWN MONOLITHIC BASE SLAB WITH STAINLESS STEEL STRAPS CHURCH OF S O U T H O L D SECTION A-A REINFORCEMENT#4 BARS OR FLEXIBLE RUBBER BOOT 8•o.C.E.W.TOP SECTION A-A Drawn by:JJC 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) OF FUJICLEAN CONTROL PANEL AND BLOWER DETAIL 1 Mattituck, New York 11952 SOUTHOLD NY Amh NOT TO SCALE 4 DIAMETER SANITARY SEWER MANHOLE CONCRETE DISTRIBUTION MANHOLE Date:7/3/2020 (631) 298-1986 (631)298-2651 fax illf N.T.S. N.T.S. WWW.condonengineering.com SANITARY PLAN .�" GENERAL NOTES LEGEND EXISTING PROPOSED 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM,,TO THE ST:`-.!dT:!RC ANC TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTF?Sr'i-v CE .S RE; /° 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH.M, V Or' LIr;::".AI'E: O O DATUM IS APPROXIMATE NAVD 88. k� 6y p o DOWNSPOUT DRYWELL W/INLET, SOLID COVER OR CONC.COVER / J ( (SEE ARCHITECTURAL PLANS) T 6/moi / g �J, O 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UT!L T'P' " !iiF TC"i i ��/ /c°�0j c N ��O`l2� GAS SERVICE WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORN"ATION SHOV,;'N 0'!'HFS, DRYWELL A-2 c, ,� �Qj �G 'L �y �f' DOWNSPOUT ADAPTER ADS c>, MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 6'0 X 5'DEEP DRYWELL r��G/ F� `\ d� �w �� ( " WATER SERVICE - - - -•-•-•-•-•- OR APPROVED EQUAL) O ' W1 SOLID COVER / ,j �:�.a%a� Ov (SEE CHART FOR PART NUMBER) 4. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(1 a)I' r!� GGTr;A,L / DRYWELL A-1 RIM 29.0/ ' 5 / o DRAINAGE PIPE p BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCT'.;RF.i 6'0 X 5'DEEP c* �AG`n ��a' 'j °° \ v °OhtiO �� �6+�� p ROOF DRAIN - - - -- - - - - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PC><','T FEFCR .: / E / WI SOLID COVER RIM 28.7 °�. \" h�\ 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE'0,7H T:?`J;": ('( DRYWELL B•1 cF- CONTOUR 25 - FEDERALLAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPON BLE F''R DISPi:;!I, 1 �`'" i� 1 8'C7 X 11'DEEP DRYWELL i /� N \ PROPOSED GRADE 1 v9' MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. / WI SLOTTED GRATE �o �. \. BUILDING ENTRANCE ° RIM 28.0 `�, ti c?�C g� �� �L F \j 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCE f:'E"J F'_:R TEr,+PEf1: � ' INV25.3�ti'' /CATCH BASIN.B•2 �' I ' S �� e'� �' Sc ti" F OC' 1 A �o' 450 BEND(MAX.) TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LO,"D!t: AT THE L',!) F> 1 `' %, ,�� RNV 26.1•IM 28.2 I _may°" F ������ ° s `C4 PROPOSED I/A OWTS DROP INLET PROTECTION CONC. / �- TEST L DATA SHOWN ON THE PLANS. �1DEWALK YP.) O J� "1 A. w 6"ADS PIPE(LENGTH'JAR!ES) CATCH BASIN 0 r L (T , \ b 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY T! E:i°;G?'? / �IkOPOSED ELECTRICA �%° 8 0 RV A7�" c.o. 1_: EL.28.0 „ 1 , ' 3 SNAP CONNECTION z c FLOW ARROW -t> 0.0 9. ALL BACKFILL SHALL BE SELECT GRANULAR IMATERiAL CONIPACTED TO 95°x; AD WATER SERVICE BY i �/ ii, i" � \ ti 60 450 BEND MAX.) o FINE TO MED. DARK MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETER,I!NED BY / I 285' O BROWN SILTY FINE ! STANDARD PROCTOR TEST. 3 OTHERS"UNDER SEPARATE / / ' ' / •/ PART# PIPE SIZE A B C M UTILITY HIGHWAY WORK tiha / ARAVELW�LK �? o36aaA 3" 250' 3.25° a.75" FIUJI CLEAN I/A UNIT :000 SAND(SM) T ' 1�GG ?� / / �' ?�`� .' ✓ 4® 0464AA 4" 2.50' 3.25" 4.75" o -- .......................................................... 10.4,0 10. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL.L:a. R T: r: PERMIT FROM THE DOT m „ /cPSt \ 1 29- .°. zs 7 2A 8 0465AA. 4" 3 25' 4.50" 5.00" 4 FINE TO MED.DARK WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SH0''101 C'`a`:-!E;;E r' �! 0466AA 4" 2.',5' 2.56" 4.63" 6"ROOF DRAIN LATERAL Z LEACHING POOL MUST BE CONFORMED ACCORDINGLY IN THE FIELD. fi 0 DUCTILE IRON PIPE Y °p TC 284 0664AA 6" 3.62' 5.63" 6.43" WITH WYE(TYP.) BROWN SILTY SAND 1 2'.,+ &t tf�BC 22 9 0 64AC' 6" 3 62' 5.63" 6.43" (SM) zs TEST HOLE SPOT GRADE 245+ 11. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHE S'-ERT'CAL b'C 320' Part 0664-AC is PVC NOTE: 6"PVC PIPE MAY BE 6.0 22,25 2 A ( DISTANCE VARIES FINE TO MED. LT. I BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRU71 UF.F;, �lto I N (i ( + ,� 2.4 \ �/ USED WHEN A DOWNSPOU I IS (SEE GRADING AND _J ! I ��/•` \ 235+ PROPOS�D 1-STORY�I'HU H 7Cz83 CONNECTED DIRECTLY TO THE DRAINAGE FLAN) SANITARY MANHOLE ® BROWN RUST I I m / i o UNFINISHED CRAItUL SPACE c o ` a• DRa.INAGE sTRucTUREs. BROWN FINE SAND 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PER'.'T' 6 FuRE C'-! ' TUCKERS LANE /��� ,. 22.25 ®„E y o TC 281 I I r ` - (ME�`�LY) O O o07"� TOP/BOT.CURB ELEV. BC 27.6 (SW) _ 13. ALL DRAINAGE PIPING MATERIAL TO BEADS N-1 2 SMOOTH INTERIOR CORP,U`A EL'�:%L`rETH':..c': 2s 8.0 MANUFACTURED BY ADS OR AN APPROVED EQUAL. INTERCONNECT^JG DRYb^iE t F' ,r; E': �0 1 1 ^> F.F.29.5 �` �--_ ` / / 1`g i ,�.- cb FINE TO COARSE OR AS NOTED ON PLANS ALL PIPING TO HAVE M N!tviUM 12`01=COVER 6"M!" I''F I_�t*;i BE I_ DRYWELL C-1 / �� + 29.0' .( °�'6. ROOF DRAIN ADAPTER DETAIL CLEANOUT RUST/PALE BROWN J \ 3,967 SF DRAIN LEADERS DIRECTLY TO DRYWELLS, 8'0 X 5'DEEP DRYWELL " 4, � ' �1 r' F a� I of,,,"L3! `'+\ 2i DRAIN!SAN CROSSING 7y� \ ^ /•tC°v- °' NOT TO SCALE SAND(SW) 6 WI SOLID COVER I �� n� i• \ i BOT,WASTE LINE EL.26.2 ° , TC 27 s '4' 28-- 1 PROPOSED KITCHEN I r r z RIM 28.8 2u i f h o zs a SBC z%.4 �2 SEWAGE DISPOSAL 10.0' 14. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRT:I;L: TO THE PRGPGS['. 0'?;`T'r[`! / �iJ + 28 r a O BC 27.s \ �° FINE TO COARSE 1 FITTINGS TO BE PROVIDED AS NECfFSSARY TC CONNECT ALL ROOF DO',"vNCP SU S les TC_ 1 \ DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATF.ADOI!:(':";f:; \ TOP DRAIN LINE EL.24.7 n 5 DRYWELL D-1 �? SYSTEM 1a°x 1a°x a° PALE BROWN SAND 3p CONCRETE PAD EX.CATCH BASIN WITH CURB FRA ETQ REMAIN II I t^ I \\ 284 _tae tae 8'PJ.X 6'DEEP DRYWELL TC z2 a TC 281 W/#4 REBAR CAMBELL FRAME&COVER OR AN APPROVED EQUAL SOME-COARSE TO 1NI SOLID COVER BC 226 1 15. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL.NIEASURE('TO BE IJ?I:'.::S,I:;=,S (END CURS�T TRUCTURE) I J�3I I _ c BCC 27.2 EACH SIDE LARGE GRAVEL(SW)'' THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS c Ti T" r: I UI 28.1 2 3 RIM 28.7 2 PLUG OR STOPPER v„ ;�M (" i -- ASPHALT Z or EMPLOYED IN THE INSTALLATION AND MAINTEPJ,4"JCB OF EROSION C:ONT"F:C'..P.'F:.:•:•": 5 ;. '. TRENCH DRAIN E-3 8`J EP DR ( O 1" 1 V PARKING I 15 0' YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 12"W.TRENCH DRAIN WISLOTT rc2so Tczaz TC ze15 � W ��Q '�//�// / :' \//\//�/� MED.TO COARSE SLOTTED GRATE .'� RIM 26.5 Bc v.5 ec 27.2 Bc 27 ►- / / .:` ;I /\/� M ET EX.CURB .4 26 DRYWELL F-4 PALE BROWN SAND RIM 2 . INV 2 8'0 X 10'DEEP DRYWELL I,Y -3-U w DRAINAGE C L/`U LAT I N e BC 23.8± �s IN.V�1.5 ' ' rc26z I TC 27.4 TC 278 J O D a PVC -SOME FINE TO IC .5 BC 2s 7 t WI SOLID COVER C^ BC 2ss BC 27.3 TC 27.4 t= m - APPROVED EQUAL ►�y I"' 2 RIM 26.9 Tc 975 BIG v.4 o SMALL GRAVEL(SW)I r c( 3 _TC w vs G 27 0 J I O Q THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FORA 2"R<<.!'F 4t.I. F-+ �ec24.2 Bc z21 22'9 ASPHALT 1 . \ (� DRYWELL F-3 to O p I STORAGE TO BE PROVIDED IN a'DIAMETER DRYWELLS PROVIDING 42211 CF P R PROPOSED PARKING' 8'0 X 10'DEEP DRYWELL u, O~ 22'0 VERTICAL FOOT OF STORAGE AND 6'DIAMETER DRYWELLS PROVIDING 22 a CF PEI! FINE TO MED.LIGHT' WI SLOTTED GRATE O U VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED ON THE FOLLO'�VING R;`N("I" T' ENCH DRAIN N I TC 265 rC2�55 ! ,�cn 45"BEND 22.6(EL.5.4 HIGHEST EXP.GROUNDWATER PER USGS WELL 516780.1) BROWN SAND- I y^n - N. . . . .---' rC 25 BC 260 BC 22 5 26 s D 27' RIM 26.5 � ( )I CO ANCIENTS:ROOF 1.0.O ASPHALT PAVEMENT 1.0,GRASS PARKING&GRAa`EL':N, r 1 o- ° ! � � a- • •--� • !; INV 22.9 z'''w PLUG WYE UNTIL 24.0 EL,4.0 GROUNDWATER ELEV, i SOME FINE TO I ! K BC252� / t O U_z CLEANOUT Is :LARGE GRAVEL(SW) TC Z O Q I Q U INSTALLED 27.0' DRAINAGE AREA"A" EX.CURB B�248cNi: �� �C� Z 27 ec267 _1 ROOF DRAINAGE COLLECTION LINE STORAGE REQUIRED: -jam 27 Tc TESTHOLE BY MCDONALD BC 23.9 Q3 TC 25.2 r 4 I I o 70' ^ y 1 \\ DRYWELL F-2 (SEE PLAN FOR SIZE) � '' � � BC , GEOSCIENCE DATED 1011$/18 ROOF AREA: 1,112 SFX 1.00 X 2"112=1a5.3 CF sa.e'-.... 32.4' n= \e 8'0 X 10'DEEP DRYWELL y o -ec 9a 2 ?s BC 25. 6 Z NJI SOLID COVER GROUNDWATER ENCOUNTERED 185.3 CF 122.3 CFNF=8.3 VERTICAL FEET REQUIRED F-4 I i_.... ,1........ �� u o ASPHALT RIM 26.7 /\/\/\/\/ 24'BELOW GRADE _ PLUG �/ / / / /\ I iI II , -a_ -�\_ - \1` 3 N o z a PARKING ?> I INV 22.9 /\/ / / / STORAGE PROVIDED: a. USE 2-6'0 DRYWELLS 5 VF EACH=10 VF>8 3 VF O i TC 246 DRYWELL F•1 45`WYE FITTING @ PROPOSED ELECTRICALSERVICE I BC 2a DROP CURB \ TC24,6• 'TC 252 , I h� I "rs 8'0 X 10'DEEP DRYWELL „ Bc1g1 ! i rc964 rC2zo WI SLOTTED GRATE CLEANOUT DETAIL DRAINAGE Al BY OTHERS" UND k SEPARATE �� ca� BC 24.1 � Bcza.7 � I Bc264o I ° Q) BC 26511 O RIM 26.0 STORAGE REQUIRED: UTILITY HIGHWAY K PERMIT "" 25 ,, I .� I v \ I ( I it En INV 22.9 NOT TO SCALE ROOF AREA: 1,459 SF X 1.00 X 2"112=243.2 CF FIk0 THE DOT 3 +225 +225 \ `�` � 1 I I �j� ���a GRAVEL WALK AREA: 674SFX0.70X2"i12= 78.6 CF J, .��� �� PAVEMENT: 770 SF X 1.00 X 2"1'12=128.3 CF m N• k• `S 265 I I Tc `� ' �� > =450.1 CF DRYWELL E 2 c�F� 24 F -------------51--2s.a � ......- 8101 8'DEEP DRYWELL --- 450.1 CF 142.24 CFNF=10.7 VERTICAL FEET REQUIRED WI SLOTTED GRATE " N74"50'00"W 4' i:HAiNL!�FEN,'CE LONG UNE 247 ®4' D g D u �� .:.RIM 23.0 I " I RAIN GARDEN E-1 CATCH BASLAND N F OF ( 8 V PROVIDED: H.W.L EL.24.0 SLOPE PARKING AREA PROPOSED RIM 26.2 / I •,"r ° «' INV 19.3 51750 ROUTE 25 LLC r STORAGE PROV C BOT.EL.22.5 DIRECTLY TO RAIN GARDEN I/A OWTS INV 23.5 c + +. .'. : USE 1-8'0 DRYWELL 11 VF EACH=11 VF>10.7VF VOLUME 11,1118 CF S.F. RESIDENCE D CONNECTED TO PUBLIC WATER ! '"4, i DRAINAGE AREA"C" STORAGE REQUIRED: A A SITE PLA q � �SITE AREA: 1,153SFX1.00X2"112-192.1 CF SCALE:1"=30' GROUND SURFACE OR ISOMETRIC VIEW 192.1 CF/42.24 CFNF=4.5 VERTICAL FEET REQUIRED SOILS WITHIN 12"OF PAVEMENT PAVEMENT SUBGRADE(WHERE 3"HOLE FOR BOLTING SUBGRADE COMPACTED TO 95% APPLICABLE) D 4 STORAGE PROVIDED: OF MAXIMUM DENSITY ` USE 1-8'0 DRYWELL @ 5 VF EACH=5 VF>4.8 VF PLAN VIEW B o DRAINAGE AREA'D" STORAGE REQUIRED: ROOF AREA: 1,438 SFX 1.00 X 2"P12=239.7 CF -'. -'. -'. -'. -'. -'. /\\ 239.7 CF/42.24 CFNF=5.7 VERTICAL FEET REQUIRED :.SOILS IN EXCESS OF 9'BELOW PAVEMENT ENT SUB : \\/�j/% C GRADE COMPACTED TO 90 ••'. / OVERSIZED HOLES CAST IN WALLS-PIPE TO BE STORAGE PROVIDED: SECURELY GROUTED IN PLACE BY CONTRACTOR USE 1-8'0 DRYWELL @ 6 VF EACH=6 VF>5.7 VF \�j\�j\j'. . :. • .• .. .• .• .. . • : . , '. \//\\j\\ IN FIELD(PIPE SIZE+LOCATION TO SUIT) w j\\/��/\ '' •' ' ' ' ' ' •'' ' ' ' '• ' '•' '•' '• ' '- ' '• • :' -• - \\ �/\ DESTURBED D t- / / /i DRAINAGE AREA"E" DID \�j\\\j .••. .•. ,•. , STORAGE REQUIRED: / / /�/ EARTH PAVEMENT AREA: 7,249 SFX 1.00 X 2"112=1.208.2 CF \\\//\\�/ '.:,:..: FINAL BACKFILL •. •. •.. %j\\%�`/ �•!\\/\\ .TO BE PLACED IN;-'.,'•'.,'-'.: \/\:/� SECTION"A-A" SECTION"B-B" ROOF AREA: 378 SF X 1.00 X 2"112= 63.0 CF /\, NOTES: DIMENSION SCHEDULE = 1;171.2 CF . . '•'. '•'.12"LIFTS \\/\\/ -GALVANIZED STEEL GRATING ALSO AVAILABLE A= 12" THROUGH 48" SEE PRECAST STRUCTURE NOTES FOR '. .•:. :'.-•:.-•'. •'. •'..•'. •'. •'. ,•:. .•:. .•'. X\\'/\\/ CORRUGATED -CONCRETE TO TEST PSI @ 28 DAYS B=LENGTH AS REQUIRED 4'-0"MINIMUM STORAGE PROVIDED: POLYETHYLENE PIPE BY -60 GRADE REINFORCEMENT C=DEPTH AS REQUIRED USE RAIN GARDEN =1.118 CF REINFORCING REQUIREMENTS. ( D=6"OR 8"' USE 1•8'0 DRYWELL 8 VF EACH= 338 CF . ADS OR APPROVED EQUAL) @ OTHER SIZES AVAILABLE AS REQUIRED =1,4.56 CIF>1,271.2 CF \ \/ INSTALL DUMMY RINGS AND/OR DOME AS j/j INITIAL BACKFILL, DRAINAGE AREA NECESSARY TO BRING PROPOSED \\\\\/ \\\\\\ 6"-12" PRECAST MANUFACTURING CO. LLC STORAGE REQUIRED: GRASS PARKIPJG AREA: 1,860 SFX 0.70 X 2"112= 217.0 CF STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND ABOVE TOP OF PIPE. PAVEMENT AREA: 1003 SF X 1.00 X 2"1 2-1 780 5 CF SLOTTED COVER CAMBELL MIN.2 BRICK PATTERN No.1383 OR SOLID FOUNDRY ANpNOLE O w Cr \ �/// � TRENCH DRAIN (OR EQUAL) ROOF AREA: 429 SFX 1.00 X 2"112= 71.5 CF SPRINGLINE /\i = 2.0690CF COURSES COVER PATTERN No.101 2A-TYPE C OR AN o `/ -� NOT TO SCALE APPROVED EQUAL. ¢ //\/\\// \�/ CONCRETE COLLAR 2,069.0 CF 142.24 CFNF=48.9 VERTICAL FEET REQUIRED \ �\/ \�/��/ CAST IRON FRAME+GRATE AS NECESSARY FINISHED GRADE O \// / \ BACKFILL PLACED ALTERNATELY IN 6"X 6"W4/W4 W.W.M. STORAGE PROVIDED:USE 5 8 0 DP.YWE F EACH-50 VF 481 VF �G o G"G "o G"o o c ://\ :" 6"LIFTS ON BOTH SIDES OF LLS @ 10 V - > /.�..._......__... 24„ z \\/\\j o 0 0 ' o ' o o 'o G \j PIPE TO SPRINGLINE ELEVATION LOGO GOGOGGGG� OGGG 0o00LL 0000G000Go< - o o 0o o/ 0 In CPLAN VIEW / j?� /,; �i /:/ / �i\\i --{ 3" 181. 3„ 12' G,p{jR:: f ,12: �.°El'•OR': m PRE-SHAPED FOUNDATION OR FLAT /j /\,/\j\j\\�i�\����j/�\//��j�\/i�\//\\\��\\\//'� BEDDING(CLASS I, II OR 111)WHERE 12"&18" U'>�Ei1•..: I FOUNDATION WITH BACKFILL TAMPED INTO s- UNSUITABLE MATERIAL IS RISERS 14" : 2,3 OR 4 FOOT SECTIONS PIPE HAUNCHES,AT CONTRACTORS ENCOUNTERED DURING EXCAVATION AS REQ'D AS NECESSARY ,: O .+24"MAX. OF PIPE TRENCHES AS REQUIRED IN 4 _._._ .._ .. .... ..__. WRAP WITH 6 OZ.(MIN.)NONWOVEN " DISCRETION. DN L R 1 GEOTEXTILE(FILTER FABRIC)AND AT : "' NOTES ASTM D2321, LATEST EDITION. L l T TOP OF COLLAR BY MIRAFI OR ANAPP 0 ¢ _ 1112/23 ARI:::r APPROVED EQUAL. " :'' ? = Z 1. CLASS I II, III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE SEE PRECAST STRUCTURE : '': PRECAST DRAINAGE x t- o g t NOTES FOR REINFORCING RINGS "` ¢ w o a ZONES, PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). FIRST UNIVERSALIST CHURCH OF SOUTHOLD - �•--- --m.---�- SHEET PILING AS REQUIRED w o w w REQUIREMENTS F z w L: Q PO BOX 221 ;. EXCAVATE AND BACKFILL 3 FEET AROUND "" : 't ` " ' L Q 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING -�2" SOUTHOLD, NY 11971 -•--_ /,; K ' 18" 18" 13" 14"SQ. LEACHING RINGS WITH SUITABLE POROUS �=''4r'm1N:' LU 1 `� o BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH ' �� D MATERIAL AS APPROVED BY THE ENGINEER. ° w 14"SQ. - L _ > WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF n I----- x• Plans are prepared by Condon Engineering,P.C. It is a violation of the : 12"MIN. REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE New York State Education Law,Article 145,Section 7209,for any k JAN 1 7 2023 1 j ENGINEER. person unless acting under the direction of a licensed Professional t i Ij :. •- :.... . Engineer Architect,or Lad Surveyor,t alter e I - - --- ! n e o f any item in any way. f .. 1 out, own Engineer, '4; rr:`;,Y• 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALL BACKFILL an item bearing the seal of an Engineer,Architect,or Land Surveyor is ' Planning Board . altered the alteringEngineer,Architect, r n r shall ix ''- MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. 4" 4" g tett,o Land Surveyo s a l aff to -_ ..• the item his/her seal and the notation"Altered by"followed by his/her z o. signature and the date of such alterations,and a specific description of 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL :; .n, 0 .• •,-- ': SECTION VIEW NOTES: PLAN VIEW the alteration. S"C"T"M": DIST.1000 SEC.63 BLK. 6 LOT 6.1, 6.2 EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A -CONCRETE:4,000 PSI @ 28 DAYS _. ,..___..... '.,.;': ":: .;:;...:•..:.:':::;:' FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, -REINFORCING:AS PER ASTM A-185 6"x EXCAVATEAMINIMUMOF6'INTO 6"W4NV4W.WM ° FIRST UNIVERSALIST ; "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR VIRGIN STRATA OF SAND AND -WEIGHTS. Scale:AS SHOWN r t GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS," LATEST EDITION;AS -CATCH BASIN:645 lbs " ' ! CHURCH O F SOUTH 0 LD E x, WHICHEVER Is DEEPER. AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH PRECAST MANUFACTURING-RISER WEIGHTS: 363 CO. LLCIft BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. Drawn by:JJC 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) 0,F Mattituck, New York 11952 SOUTHOLD, NY DRYWELL DETAIL PI I Date; 3/28/2022 18" SQUARE CATCH BASIN (OR EQUAL} (631) 298-1986 (631) 298-2651 fax � k, NOT TO SCALE NOT TO SCALE NOT TO SCALE w ww .condonen g,Ineerin tom GRADING & DRAINAGE PLAN �:� 6"THICK CONCRETE PAVEMENT(4,000 6"X6"-W2.0 X tN2.0 WWM WITH 3" PSI STRENGTH,314"STONE 5%AIR COVER(OVERLAP SPLICES MIN 12") ENTRAINMENT) CONCRETE TO MEET LEED REQUIREMENTS D D D ` ce • y �O D p e• D • • "a a o " o .a P a a CRUSHED AGGREGATE z� ' BASE COURSE OR r FOLLOWING COMPACTED RCA(8"MIN.) TO BE PROTECTED WITH A MIN.8'X 8'ENCLOSURE CONSTRUCTED AS PER FOLLOWING DETAIL AND WITH A WOOD SNOW FENCE TO BE INSTALLED AT A DISTANCE OF 6-9"OF . RADIUS PER INCH DIA.(TRUNK DIA.)OR AT THE TREE DROPLINE WHICHEVER IS 8"THICK AT SLAB EDGE 36"' FURTHEST,AS REQUESTED BY TOWN OR VILLAGE ARBORIST. COMP,CTED;SUBGR.DE(8 M1N.p.•' CONCRETE SLAB SECTION _ 10'-0" 6 H GH STOCKADE FENCE ON STEEL FRAME SET IN CONCRETE—\ MIN.4'HIGH WOOD SNOV;-FENTREE TO BE TO BE STAKED EVERY S 0': A + e� PROTECTED ATTACH AT TOP �Q RAMP � ANDBOTTodf 6"X6"-W2.0 X W2.0 WWM WITH 3"COVER CONCRETE PAVEMENT NOTES: EXISTING _�' LJ a Qp C D v ��� 1. NATIVE MATERIALS MAY BE USED FOR THE PAVEMENT EDGE OF SIZE AS REQUIRED SIGN4 2 Q- SUBBASE IF ITIS DETERMINED TO BE ' SIDEWALK LAYOUT AND BY LOCAL CODEN Q� ACCEPTABLE BY THE TOWN ENGINEER. MEET EXISTING FLUSH TRANSITION TO 1 r p 1 SIDEWALK I I 2. THE SUBGRADE MUST BE FREE OF DEBRIS PAVEMENT 2" o cS AND UNSUITABLE MATERIALS AND ¢ GALVANIZED CHANNEL COMPACTED TO 95%MAXIMUM DRY 6" = a I I POST INSTALLED PLUMB p DENSITY. -WELDED WIRE MESH w O o t BGRADE SOFT SPOTS TO BE SIDEWALK CURB RAMP c� > p E 1 72 0" z o v 3 REMOV D EXISTING AND STABILIZED,AS DIRECTED m � � ( � D 2"X 6" PRESSURE SECTION A-A z of I AILLEDLPIPE^ I BY THE ENGINEER. (TYP.) , f v TREATED RAILS TYP. — FILLED 1�✓/CD,N�. v v 4. BASE COURSE TO BE COMPACTED TO 95% ` 1 cEmE,41rwAsH I I �D 557)AT OPTIMUMODIFIED M MOISTUREE CONTENTSTM 4"X 4"PRESSURE TREATED SLOPED Nr Fr MIN p CORNER POSTS(TYP.) I> e Vt, 5. ANY RECYCLED CONCRETE AGGREGATE o \ SIDEWALK CURB RAMP(TYP) I I 6"THICK CONCRETE SLAB 4,000 PSI-28 DAY STRENGTH (RCA)THAT IS UTILIZED ON THIS PROJECT v MUST BE NEW YORK SYSTEM DEPARTMENT ' SECTION A-A p 1 [> OF TRANSPORTATION(NYSDOT) �� I SPECIFICATION RCA. 0� �� M I I PcsrS&c;v COARSE BROOM FINISH RUNNING PERPENDICULAR U 4,000 PSI AIR ENTRAINED SIZE AS REQUIRED SIGN OPTION: CONCRETE FOOTING TRANSITION TO CURB TO THE SLOPE LAYOUT AND BY LOCAL CODE ASPHALT PAVEMENT TAPER CONCRETE DROP MECHANICAL 4"X 4"POST HOLDER FLUSH WITH DROP CURB CURB REVEAL VIN 5' 64'MIN. 2'-0"DEEP N � 15"DIA. TRANSITION TO ACCOMMODATE N07ES DOUBLE GATE-/ ELEVATION PLAN CURB RAMP LENGTH 1. SYMBOLS TO BE PAINTED ON EACH SIGN. AND SOTTOF,1 77117TAchArr P CONCRETE DROP CURB FLUSH TRANSITION NOTE: TO PAVEMENT 2. EMBLEM SIZE,COLOR AND EXACT TOP POST VIEW SEE GRADING PLANS FOR NOTE: BLENDED TRANSITION LOCATION WITHIN THE PARKING LOT TO ASPHALT PAVEMENT DETAILED GRADING. PROTECTION MUST REMAIN UNTIL COMPLETION OF CONSTRUCTION. ANY GRADING(MINOR ONLY CONFORM TO LOCAL GOVERNING CODE. ALLOWED)DONE WITHIN PROTECTION ZONES TO BE DONE WITH HAND TOOLS. HANDICAP RAMP/BLENDED TRANSITION - TYPE 3B SIGN MOUNTING DETAIL DUMPSTER ENCLOSURE PAD DETAIL PROTECTION FENCE DETAIL NOT TO SCALE PRECAST STRUCTURE NOTES: 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT T'0 THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. SIGNAGE FOR 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL_BE -ACCESSIBLE PARKING DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING, CONCRETE SIDEWALK(AIR 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL r 12" ENTRAINED,4000 PSI)WITH COARSE REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE i D BROOPA FINISH PERPENDICULAR TO SIDEWALK SLOPE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. GREEN BORDER 318" AND I RESERVE LETTERING(2"HEIGHT) !!I�,,;;;; !I!,i!;!I;! I,�;,;,:i li 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE c I SITE MEET ALL REQUIREMENTS OF THE TOWN OF BROOKHAVEN,SUFFOLK COUNTY DEPARTMENT OF HEALTH ! is ial'IIII!•: I!IIIIi it SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. 45° PARKING C; EQUAL EQUAL WHITE BACKGROUND AND a EXPANSION JOINT 20 3/8"MARGIN CONTRACTION JOINT AT 4' > PLAN 'O.C. 't � .P F O.C.(SEE DETAIL"A') (SEE DETAIL"B.') L ICA T _ : J z SYMBOL OF ACCESSIBILITY ( ) ,,:.; >:.:.' :::•.. :• :.' JAN 2023 BLUE INTERNATIONAL r q nr w 3' 223 AR:f 1-112"WEARING COURSE NYS TYPE 6 ITEM 403.16 6^ -•..y•, . -- � a FIRST UNIVERSALIST CHURCH OF SOUTHOLD NOTE: Southold IG__10-_V._d n3 112"BINDER COURSE NY TYPE 3 _— 12" Po BOX zz1 a SIGN HEIGHT SHALL BE SET TO MAKE I7 n `v W BINDER COURSE(ITEM 403.13) �, a . tanning Board a CLEARLY VISIBLE TO ALL PEOPLE WITHIN 6"GRANULAR MATERIAL SOUTHOLD, NY 11971 NOTE: a 4"POURED CONCRETE v, THE DRIVER'S SEAT OF ANY VEHICLE (BANK RUN SAND&GRAVEL) SEE NYSDOT DRAWINGS FOR THE WORK TO BE 6 CID 12' SECTION A-A PRE-MOULDED % e 4" I ! 318"GREEN BORDER o BITUMINOUS Plans are prepared by Condon Engineering,P.C. It is a violation of the PERFORMED WITHIN THE NYS ROUTE 25 RIGHT-OF WAY41 JOINT FILLER 1112'GREEN LETTERING a. New York State Education Law,Article 145,Section 7209,for any VAN 114'RADIUS RCA NOTE: 6:, ACCESSIBLE 1"GREEN LETTERING person unless acting under the direction of a licensed Professional [ BLUE ANY RECYCLED Engineer,Architect,or Land Surveyor,to alter any item in any way.If PAVEMENT — 4" WHITE BACKGROUND AND o CONCRETE an item bearing the seal of an Engineer,Architect,or Land Surveyor is STRIPING 3/8"MARGIN :.,:�; ;''�. ,• •. :f:`, , . AGGREGATE RCA �'.•. ��cw`, f:,? J ,, ( ) altered,the altering Engineer,Architect,or Land Surveyor shall affix to 4"COMPACTED BASE COURSE(3/4"STONE • :I '':`.;' �, .: THAT IS UTILIZED ON the item hismer seal and the notation"Altered b followed b his/her \,;. t•,. 8" Y" Y , ,. BLEND OR CRUSHED CONCRETE**) �.. .) '.912" THIS PROJECT MUST signature and the date of such alterations.and a specific description of t CURB NOTES: "`. 9 p P SIGNAGE FOR COMPACTEDSUBGRADE(MIN.95%STANDARDPROCTOR) ':s::; M BENENIYORKSYSTEM the alteration. S.G.T,M.: DIST.1000 SEG. 63 BLK. LOT 6.1, 6.2 1, CURB CONCRETE TO BE MINIf;1Uk,13,000 PSI AT 28 DAYS. }` ��'•. I` DEPARTMENT OF 0" 9 ACCESSIBLE PARKING **IFCRUSHED CONCRETE AGGREGATE •r,'.; TRANSPORTATION (RCA)IS TO BE USED AS THE BASE 2. EXANSION JOINTS TO BNE SPACES A MINIMUM 20'. (N FIRST UNIVERSALIST SPECIFICATION RCA. 1 1 Scale:AS SHOWN 1 1 i 1 I i 1 1 � COURSE,IT MUST BE NEW YORK STATE „ „ „ „ � � 1, 18'-0"MINIMUM DEPARTMENT OF TRANSPORTATION CONCRETE CURB DETAIL DETAIL A DETAIL B CHURCH OF SOUTHOLD ;., 1 SPECIFICATION RECYCLED 1755 Si sbee Road 51970 MAIN ROAD NYS 25 " TYPICAL ACCESSIBLE PARKING SPACE AGGREGATE. TYPE B CONCRETE SIDEWALK DETAIL O -SITE Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NY } Date: 3I28/2022 (631) 298-1986 (631) 298-2651 fax �.• www.condonengineering.com DETAILSffi LEGEND EXISTING PROPOSED STORM WATER POLLUTION CONTROL NOTES; Site Description: DRYWELL � 1, ) Construction activities will include the clearing and grading of the site and the construction of a new one-story church with with associated walks driveway p,:rk.,,; -:rn land.r c j� well as the installation of a storm drainage retention system to recharge the runoff from a 2"rainfall,new sewage disposal systems and the necessary puh!io c. !t::::, 41:ripr er WATER SERVICE — — — — • — • — state;county and local standards and specifications. /IX ��/ GAS SERVICESee attached detailed architectural,landscape and civil drawings for proposed improvements to the property. General Sequence of Site Activities; ELECTRIC — .. ..... _.._ _ . 1. Installation of perimeter erosion control measures(silt barriers.construction entrance,etc.). 2. Clearing and rough grading,stockpile of topsoil and backfill materials. ) / DROP INLET PROTECTION 3. Installation of storm drainage and sewage disposal systems. // / 4. Installation of building foundations. 5. Installation of site utilities. ! PROPERTY LINE 6. Installation of walks.parking and driveways. C?`J s / 7. Fine grading and vegetative stabilization.(topsoil,seed,sod). •tom /�/� 8. Installation of landscaping. SILT FENCE Site Data: CURB INLET PROTECTION CgE23 Site Area: 1.24 acres "1 w i �1 L) DUST CONTROL Area of Disturbance: 1.22 acres Impervious cover 50.3% �k y o�p os�• = `) STABILIZED CONSTRUCTION ENTRANCES1Pre-Development Runoff Coefficient: 59% dam/ �yO•�,.I.00'•O� Post-Development Runoff Coefficient: 68% PERMANENT SEEDING PS Soil Classification: RhB Riverhead and Haven Soils Graded,0-8%slopes,HaA Haven Loam 0-2%slopes / <>'° oo / vp \ 'C6,. �` Receiving Wafers. Southold Bay ® PROPOSED FUTURE 50% EXPANSION POOL it 1 Pollution Control Measures: PROPOSED LEACHING POOL not °- , ,; •• , / \ In accordance with the provisions of the USEPA General Permit,storm water management and erosion and sediment control measures including but not / o during construction: PROPOSED MANHOLE Y6 �. z,9 / / r'y I `� G� �o Q A. Existing vegetation to remain shall be protected by installation of construction fence or other approved means and shall remain undisturbed. ! CONC. � �► `t��\�\�q�; 6 i PROPOSED NITROGEN TREATMENT TANK °°o B. Clearing and Grading shat!be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.Graded and stnpr>i;r r 2 �IDEWALK(TYP.) a b/ \ O J� �n' use of temporary seeding as required.Seed mixtures shall be in accordance with Soil Conservation Service recommendations A maximum of 5 acres sh+ll h• it c.o. ` permission is granted by the NYSDEC.� �' va + A WR FLOW �------- C. soils shall all be seeded within 14 days of exposure,unless ess constructionwill beg m within 21 days.as sections are completed,or if cnrstrucboon a�� u=! 60 immediately. `yarnf .GRAVEL WALK '/ a. Seed preparation-scarify soil if compacted,remove debris and obstacles such as roots and stumps. C.O. '11 b. Soil amendments: tE? / !% / } \ } "•. : b.a. Lime to pH 6.0. � b.b. Fertilize with 6600 lbs.of 5-10-10 or equivalent per acre(14 lbs./100 sq.ft.). .01 '1TEST HOLE 2�^ .� `. c. Seed Mixtures PROPOSED 1-STORY�-CHURCH c.a. Temporary seedlings I � c.a.a. R e rass annual or perennial) a 30 lbs.per acre 0 7 lbs.per 1,000 s ft. TUCKERS LANE PS UNFINISHED CRAWL SPACE � \ v g ( P )0 P c ' P q. ) I -- ME 0 LY a `\ O opT2®� WATER QUALITY VOLUME (WQV) CALL U LAT I 0 N. c.a.b. Certified'Aroostook"winter rye(cereal rye)@ 100 lbs.per acre(2.5 lbs.per 1,000 sq.ft.).Use 0r.'•.er rye if seeding in October.-Nove.r:ber j i( p �" c.b. Permanent seedlings-See Landscaping Plans. F.F.29.5 -11%s' i ' \ — � � o� �`� TRIBUTARY AREA: D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes --- -- 3,967 SF } —t__ Q —_�- 'ol, pi( ''-+\ �5. f ° PAVEMENT/ROOF AREA: 27,181 SF=0.624 ACRES RIF "(! 2ti 28 LANDSCAPE AREA: 60,597 SF=0.616 ACRES E. Sediment sha!!be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.Sediment barriers shall he is^.s!tl::!.:I::^:thr'!�; Q {II If I I .. \ � d •.; 4 0 � ` ' d' PP P• 1 P P P 9 Y the start of construction and shall be maintained until construction is complete. Sediment to be removed from the sediment traps and ponds w er the de 4r'ac:1v is re,�; 2g z2Lj LIMIT OF CLEARING GRADING& WATER QUALITY(WQV)CALCULATIONS: rao, J \ GRQUND DISTURBANCE&IINE F. A stabilized construction:entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The construction entra,r IMPERVIOUS COVER(1) =50.3% stabilized. Any sediment tracked onto public roadways to be removed or cleaned on a daily basis. R SHOUT I SILT FENCE(53,053 S.F.) II li to I I 7— - _ 2 90%RAINFALL EVENT(P) =15 INCHES G. A qualified inspector to conduct site inspections and document the effectiveness of all erosion and sediment control practices every seven days or after a/° n moi! �",M ! N ASPHALT o be maintained in a site log book. m Ih y PARKING -lo4 R=0.05+0 009 X 50.3% =0.5027 <n PS !� t" F H. All runoff shall be retained on-site in accordance with local regulations and approvals. Drainage inlets installed on-site shall be protected frorn sari ren!t n iu;:`I ...;c;! :! •t � 26 t _ v v A=1.24 ACRES protection. ca —27 a WQV-(P X RV X A)/12(AC FT) I. Appropriate means shall be used to control dust during construction. Water until the surface is wet and repeat as needed. Water s n be pp!�1 at r I:! CQ C]— ASPHALT �j u7�o c7 WQV=0.078 AC-FT J. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stairhzed.Followir,p?iizinner,f PARK#NG I DC \ -- Q of soil.and debris and drainage systems shall be cleaned arid Bushed as necessary. �w 0 41 w r \ 1 D D 27' � v RUNOFF R E D U CT I 0 N VOLUME (RRV) K. The owner/operatorIcor:tractor. is responsible for inspection and proper maintenance of erosion control measures. Inspections must he perfonred by a 0 ti wZ w U.1 professional engineer or a trained technician working under the supervision of a licensed professional engineer every seven calendar days and ir:una:9-:'.!•,:;f';. •.:'r:,:+`, .f I I I tl O CALCULATION: half inch. Maintenance measures are to include,but are not limited to;cleaning of recharge basins,sediment craps and drywells.c!ear:inq;and rena!r of<'t= r::- !t-rot-rs , . PS-GPS N \ \. 27 U A;C=IMPERVIOUS AREA: =0.624 ACRES diverters,and cleaning and repair of inlet protection devices. The owner/operator/contractor is required to maintain copies of the N01,SWF?! anr:g rr :d;r. :,; r PS c� 27 p Genera Permit shall also be posted at the site at al:times. I ` IMPERVIOUS COVER(I) =100% , �, _ DO L. During construction,the contractor will comply with all local regulations concerning the disposal of solid waste,debris and toxic and hazardous waste,as car.:ary , : ® } _ \ s2.4 0'° ASPHALT \ � S=90%FOR INFILTRATION SMP'S regulations. Temporary fencing shall be erected around the perimeter of the site along with the placement of dumpster's to control t!re hui!dup of debws ?! ; c� o ti o— ?S— \ 6 z � n:r- any debris accumulated along the temporary fence and empty the dumpster's regularly. PS N J PARKING � \ — —" \ v 4 o z Al=(S)(AIC) =0.562 ACRES M. See landscaping plans for permanent vegetation stabilization. I I RV*=0.05+0.009 X 100% =0.95 ! I I I \ r I N. The contractor must complete the construction sequence schedule in the report with slart and end dates. DC I o 25 90%RAINFALL EVENT(P) =�I1.5 INCHES cy •-r o .\ I 0. Unless otherwise directed by the owner,the contractor is responsible for maintaining the necessary records of construction activities,prepar•;t on of insr'lr!�..'r :-:; ti,.iv,J ra:�"` pollutants to the proper authorities as necessary to comply with the SPDES General Permit, The contractor will report any required modifications to the "1P''�'nece.ssda!--I r•; IPSO STOCKPILE AREA RRV=(P X RV*X AI)112(AC-FT) construction activities to the Engineer for revision of the SWPPP where appropriate. 9 r Lk l RRV=0.067 AC-FT 24 ----------- -- , Fy � \ I � -�,� I P. The N01,SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and c,uf;yui ,.y�+r.y TOTAL STORAGE PROVIDED IN DRYWELLS AND FRENCH DRAIN=0.107 AC-FT days of the owner or operator receiving a written request by any such person to review the NOI.SWPPP or inspection reports Copying of documents wd.ib.-'jr.­­,at the rE q'.r N74"50'00"1P 4' CHAii4L'NK FENCE AL•CNG LINE 247.04' LAND N/F OF THE STORM MATER MANAGEMENT SYSTEh, WILL PROVIDE FOR COLLECTION,TEMPORARY STORAGE AND INFILTRATION Q. After the project is complete,the ownerloperator will be responsible for filing a Notice of Termination(NOT)with the NYSDEC to close out the open SPDES Ge e rel Penni PROPOSED 51750 ROUTE 25 LLC OF RUNOFF THROUGH PRECAST DRYWELLS FOR A 2-INCH RAINFALL,IN ACCORDANCE WITH LOCAL REGULATIONS WHICH from the construction activity. SITE PLSANITARY SYSTEM S.F. RESIDENCE IS GREATER THAN THE WQV REQUIRED RAINFALL OF 1.51NCHES. THE REQUIRED WQV IS 0.078 ACRE-FEET. THE CONNECTED TO PUBLIC.WATER PROVIDED RUNOFF STORAGE IS 0.107 ACRE-FEET. IN ACCORDANCE WITH THE NYS 2015 STORM WATER DESIGN MANUAL. R. Post storm water measures to be inspected bi-annually. Sediment and debris to be removed from storm water structures as necessary and landsca^Ing in re WE ARE REQUIRED TO PROVIDE AN RRV EQUAL TO OR GREATER THAN THE WQV. FOR INFILTRATION PRACTICES SUCH AS necessary. SCALE: 1"=30' PRECAST DRYWELLS.90%OF THE PROVIDED CAPACITY MAY BE APPLIED TOWARDS THE RRV REQUIREMENT. THE PROVIDED RRV IS 90%OF 0.107 ACRE-FEET OR 0.096 ACRE-FEET WHICH IS GREATER THAN THE REQUIRED WQV OF 0.078 Certifications: ACRE-FEET. Notes: "I certify that I have read or been advised of the permit conditions and believe I understand them. I am aware of the requirements of the SPDES Genera!Per i'r.,o GP-u from the construction activity and will comply with the preparation of the Notice of Intent(NOI).Sedimentation and Erosion Control Plan and the Storrs 4^d-crier!,o€b.f:rl Prevenl Owner I Operator: Name Operator/Eng!r:eer Certification: I hereby certify under penalty of law that the Storm Water Pollution Prevention Plan(SWPPP)has been developed in accordance with the New York State S? r A at a Ivlar-ir":. New York State Standards and Specifications for Erosion and Sediment Control,Best Management Practices as necessary to conform to USEF A Stcim Ala'- ^:i.;t: .R;r.,ulX conditions of the New York State Pollution Discharge Elimination System(SPDES)general permit for storm water discharges from construction activities Sign .---............................_.....Name: John J.Condon,PE Title: Engineer Date...._.............-..........-..-..---...........................-.... Contractor Certification: I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement ar.y corrective r as Jt'nt::;;r during a site inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the Ne:a,York Stale p::IkA ant ,;�: ("SPDES")general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of vr.;f.,; !t ak!v s!;-sir.,r- aware that there are significant penalties for submitting false information,that I do not believe to be true,including the possibility of fire and imprisonment for knowing violations Note:The Contractor and all sub-contractors must sign this Certification. Sign Name: Title: Date____ AddressPhone _ Y__ - ...- ......... .... .__.. N ,,; Sign._......................................_...........-------------------------Name:..... .._..._..—_.......__....................._._..........__Title:---._...................................--..........._..............Dafe............ ....._.. Address ETT'V E Sign Name- Title: Address _Phone. ..' ✓a, JAN 17 2023 SignName: ___- Title: Date _._...._._......._.......---.._ ............. -- ................_...... LSo ..... ff ut:no!d I oven Address Planning BoardAPPPhone je��. LIC T S.C.T.M.: DIST.1000 SEC. 63 BLK. 6 LOT 6.1, 6.2 FIRST UNIVERSALIST CHURCH OF SOUTHOLD 11—­ PO BOX 221 FIRST UNIVERSALIST SOUTHOLD, NY 11971 Scale:AS SHOWN CondonEngineering, : CHURCH OF SOUTHOLD : .a f. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Law,Arfi;le 145,Section:7209,for any person unless acting under the direction of a licensed Drawn by:JJC g Y Y Y Y s Mattituck New York 11952 SOUTHOLD, NY Professional Engineer,Architect,or Land Surveyor,to alter an item in an way.If an item bearing , the seal of an Engineer.Architect,or Land Surveyor is altered,the altering Engineer,Architect,or (631) 298-1986 (631) 298-2651 fax Jr Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date: 1/12/2023 STORM WATER P O L I_U T I O N signature and the date of such alterations,and a specific description of the alteration. WWW.Condonengltleeriflg.COt11 PREVENTION PLAN SYMBOL SAND BAG OR SYMBOL 2' MINIMUM LENGTH \7,ALTERNATE WEIGHT 2"X4"WOOD FRAME r- OF 2X4 III ) CONSTRUCTIONSPECIFICATIONS FABRIC 2"x 4"WEIR �,A;,: ` 1.5 MAX. �- • J 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING -\ 2"STONE a, p •' © ' STAKE CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. FILTER CLOTH 2" x 4" SPACER \\\ T MIN. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, WIRE MESH IIS APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED EROSION AND v = _ il � II v v:. SEDIMENT CONTROL PLAN. v INLET TO =1III=I F-III °4` 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED PIPE 111 IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. 6' MAXIMUM SPACING °•v: OF 2"X4" SPACERS 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO DROP INLET BURIED FABRIC (12" REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. WITH GATE BELOW GRADE) FRAME 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 2"X 4" FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. ANCHORS 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, pR� . SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO STONE -� 12" DRIVE STAKES SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED A MIN. OF 18" IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. I ) BELOW GRADE 7. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES -- --' GATHER EXCESSIF -r 2"X 4" AT CORNERS IN THICKNESS. CLOTH > SPACER 8. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN MESH PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2"x 4"WEIR CC►NSTRUCTION SPECIFICATIONS MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. CONSTRUCTION SPECIFICATIONS 1. FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY 9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL BE USED FOR SHORT TERM APPLICATIONS. NOT BE INCORPORATED IN FILLS. 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 2. WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4" CONSTRUCTION JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. GRADE LUMBER. 3. STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF METAL WITH A MINIMUM LENGTH OF 3 FEET. DEVELOPMENT. 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAW IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. OR OTHER APPROVED METHOD. 4. THE WEIR SHALL BE SECURELY NAILED TO 2" x 4" SPACERS 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. BACKFILLED. IT SMALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING. 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED 6. A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE OF THE FABRIC FOR OVER FLOW STABILITY. 14. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. MAXIMUM DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE BUILT UP BERM ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, FABRIC ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS. U.S. DEPARTMENT OF AGRICULTURE NEW YORK STATE DEPARTMENT OF TRANSPORTATION; NEW YORK STATE DEPARTMENT OF TRANSPORTATION, LAN DG RADI NG NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET 10'MIN. NOTE: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, SPECIFICATIONS NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROTECTION 1. A CONCRETE WASH PIT SHALL BE INSTALLED NEW YORK STATE SOIL &WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ON THE PROPERTY FOR EXCESS CONwRFTE AND TO CLEAN CONCRETE EOUIPMENT AND TOOLS. 2. THE PIT SHOULD BE SURROUNDED WITH A 24" HIGH SOIL BERM. 3. THE PIT TO BE LINED WITH HAY BALES SYMBOL WOVEN WIRE FENCE SYMBOL SYMBOL 4. PROVIDE A 24"X 24"WOOD SIGN LABELED FLOW ,� (MIN. 14 GAUGE I ® 50'MIN. I EXISTING HAY BALE "CONCRETE WASHOUT PIT". - 9 W/ MAX. 6" MESHPAVEMENT 10' MAX. C. TO C. SPACING 3'. $. I 5. THE PIT SHOULD BE EMPTIED WHEN 75' ) 7 CAPACITY IS REACHED AND AFTER THE `^ 6"MIN. EXCESS CONCRETE CURES. --- 4"VERTICAL FACE �e MOUNTABLE BERM 36' MIN. LENGTH FENCE EXISTING FILTER 4 POSTS DRIVEN MIN. 16" GROUND CLOTH PROFILE (OPTIONAL) INTO GROUND BEDDING DETAIL PLAN - : . .• ... . 50'MIN. NOT TO SCALE HEIGHT OF FILTER 10'MIN. rHAYBALE DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW 4, . , = 18" MIN. 10'MIN. f BALE DIKE FOR SLOPES LESS THAN 25%. EXISTING BUILT UP BERM GROUND ?• 6 MIN, 2'MIN. 3' I' > �� EX.GRADE �. y `I' `t' 12'MIN.'. EXISTING ANGLE FIRST STAKE TOWARDS rT' �1,i-/� F .e' � •v 12' IN. PREVIOUSLY LAID BALE. PAVEMENT SECTION rJ �� vNj i ; • . PERSPECTIVE VIEW FLOW.- PLAN VIEW CONCRETE WASH-OUT AREA DETAIL r� ` 36" MIN. FENCE POST 10'MIN. ��wwiy. BOUND BALES PLACED -� WOVEN WIRE FENCE (MIN. 14 ON CONTOUR. GAUGE W/MAX. 6" MESH �+ SPACING)WITH FILTER CLOTH 20"MIN GONSTRUGTIC► SPECIFICATIONS I � --' -`� i�^.�✓' 2 RE-BARS, STEEL PICKETS r_ - OR 2"X2"STAKES PLACED FLOW 1 112'T0 2' IN GROUND. UNDISTURBED GROUND 1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE I .IAN 17 2023 _ - DRIVE STAKES FLUSH WITH COMPACTED SOIL EQUIVALENT. r L 7 TOP OF BALE. SQut;to'd I own " ANCHORING DETAIL EMBED FILTER CLOTH 16"MIN. 30 FOOT MINIMUM LENGTHNWOU50 ED APPLY).ET( PT ON A SINGLE RESIDENCE LOT WHERE A SLOPE STABILIZATION NOTES. --- Planning Board NOT TO SCALE A MIN. OF 6 IN GROUND. 4.. L6- I_..___... - �.__......... _. SECTION VIEW 3• THICKNESS - NOT LESS THAN SIX(6) INCHES. 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE 1:3 SIDE SLOPES _CONSTRUCTION SPECIFICATIONS " 4. WIDTH -TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 2. THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR "... CONSTRUCTION SPECIFICATIONS POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE COMPANY,ARLINGTON,TEXAS(800-777-7645)OR APPROVED EQUAL. --- ---- -- -- I 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND INA ENTRANCE TO SITE. 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED AS PER ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. GEOTEXTILE -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. MANUFACTURER'S RECOMMENDATION 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4) INCHES, AND OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U"TYPE OR HARDWOOD. 6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- APPLICANTj PLACED 50 THE BINDINGS ARE HORIZONTAL. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS ^ 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR SPACED EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. FIRST UNIVERSALIST CHURCH OF SOUTHOLD (i [ �' �' .` Plans are prepared b Engineering, i f• RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL 6 MAXIMUM MESH OPENING. p p yCondonEn ineerin ,P.C. It PO BOX 221 ;; 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL Law.Article 145,Section 7209,for any person unless acting under the direction of a licensed SOUTHOLD, NY 11971 BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY 9 y 9 g Y' BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. Lard Surveyor shall affix to the item his./her and the notation"Altered by"followed by his/her `, Alp, 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE MIRAFI 100X, STABILINKAT140N, OR APPROVED EQUIVALENT. signature and the date of such allerations.and a specific description of the alteralion. i PROMPTLY AS NEEDED. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE S.C.T.M.: DIST.1000 SEC. 63 BILK. 6 LOT 6.1, 6.2 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO 4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH ■„„ F I RST UNIVERSALIST "BULGES" DEVELOP IN THE SILT FENCE. RAIN, Scale:AS SHOWN Engineering,' CHURCH OF SOUTHOLD ,. ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, ` . rt NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STRAW BALE ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, STABILIZED Drawn by:JJC 1755 Sigsbee Road 51970 MAIN! ROAD (NYS 2.5} � NEW YORK STATE DEPARTMENT OF TRANSPORTATION, REINFORCED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, Mattituck N NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, New York 11952 DIKE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, CONSTRUCTION SOUTHOLD NY NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE SILT FENCE (631) 298-1986 (631) 298-2651 fax NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ACCESS Date: 1/12/2023 SWP P P DETAILS www.condonengineering.com • / AOV PROJECT ENGINEER: / 9 / � / rJY]Fnq/n°MnD d CouHxtNn//araFam°m CALCULATIONS do Ervin Engineering,P.C. / REQUIRED PARKING: 1400 Old Country Read•Suila 106 CHURCH:1125EA1s0ISPACE/4 SEATS Weslbur Now YOrk•1171d / AW TOTALREOD:28 SPACES.2STAFFSPACFS Si 6.513,1313-510.579,2574 Fax UP / 9Y EIVED PARISH HOUSE PARKING:ISINGLE•FAMLY OWELUNG 0 2 SPACESISINGLE-FAMILY DWELLING Now a violation of Section 7209 of the DI NOV3 ® 201]rtt E%IAING OWEIUNG PARKING:1 SINGLE4AMILYPACESISINCI WELLY DW NBW YOru less e I CBNOn Law IOf any I\YI V !•1K` LLL 23PACE5/SINGLEFAMILY DWELLING Pesti,Un165e ce IS acting Under the TOTAL'SPACES REQUIRED. direction of a licensed professional / Q I 32 SPACES.2 HANDICAP SPACES=34 REQUIRED SPACES engineer,[o eller any Item On this / Y j w/ II-- J-"L, {�1 drawing in any way. 11 the drawing is Awg ..S Ia.G:agum a) V SOu)lll�l(I TQWn TOTAL SPACES PROVIDED: altered un der the direction ofa professional engineer,the altering / 411 / Y1n F•� ,.J 26 SPACES•6 GRASSPAVESPACES+2 HANDICAP SPACES=34TOTAL SPACES engineer shall affix his seal to the Planning Board -ALL PARKING SPACES TO BE 19 20'UNLESS SPECIFIED OTHERWISE. drawing with the notation'altered by AN followed by his signature,the date of 'V4L d0 Q REQUIRED LANDSCAPED ISLANDS: alteration,and a specific description / Aar 0,- MO Qi of the alteration. / 2 EXISTING 71 SF ONGRADE �1 V1. 10 SP PER PARKING SPACE X 34 SPACES= - / DISE mw WALKWAYTOBEREMOVED, .P S` �Gj• J 340 SP REQUIRED -� h ¢WX �. 4143E PROVIDED EXISTING 123 SF PORCH. ��,� 9 ' p / PRO STEEPS TO R'MAHI UP PROPOSED B9 SF ONGRA 4 N 5�LN \ wit CONCP.E1E wAUSWAY ME, AW r�ILEGEND zes) .69 <wr S �p \bp_(,o ;� �f P� rW.Vo , /GV HYD. Eg37WG596SFOt4GRADE / J� yN '�S 4� PROPERTY UNE Ns NO STOPPING SIGN V WALKWAYTOBERIEMOVED U)"�/, \ ✓'\\ .t y5} \ J`'n 2 EXISTINGSIGN /'/ / �� \ EXISTING \ �(���1 REVI910Ns DATE oW.V. 108E REMOVED ' '`, PARIS ��,,,,o 9 / \ •• /�' lFyyo°\a AO y� OLD CHURCH FOOTPRINT NP NO PARKING SIGN (LAWN FFE 31 G cyI PORCHG 32SF G�i �� �\ V� ____________ EXISTI REMOVED STOP SIGN ' 7o REMMN TO BE REMOVED PROPOSED976 °C E y,9 STING FENCE nw ARROW SIGN CONCREI 976LKwAY a I DOSTNG 1� / ,:7• ,. Re 4)x p TO BE REMOVED E%ISIING CONCRETE CURB CONCRETE CURB I EXISTINGCONCREIESIDE1vALK- / / v a `Y , / Q - i.`4•`':^., \ _ PROPOSED HANDICAP NYSDOT ENGINEER TO IKPECT IX.SIDEWAIK P / +.'. U ` P• r WRHM RIGHT-OF'NATTODEIERMNEU ��/ }"}PROPOSED, ; 2 1'='�� ACCESSIBLE ROUTE D KEEP RIGHT SIGN ,AW ( PEPLACEMEMWITHSW.SIDEWAIKISNECESSARY! h / -``\,\`�Q eAW '�.y / ";•,GAROEN'�:� y \ `?• NUMBER OFIll X 20' UP UTILITY POLE BUDDS PARK Si ;Ex GJSO / J-Iczq Sr)-::;A PARKING SPAR AREA CES PER utvpL UTILITY POLE WITH LIGHT �C`b �-. �A°129)'-- '• � MEMORUL I / ,� /DUNE STUB A' �\ ISSUED TO: PROPOSED 414 S.F. \4`4fN Ry rK '� p� w.v. WATER VALVE FRO ® J I ' ' ' r•'v :, 'BLAND'PLANTING BEDS �UP � .r PLANrIAj G.,"' 1 ���,', LAW PPt RB.TI� � TOWN OF SOUTHOLD PLANNING 41-22 EXISRNG2653FSNED Historic Preservation Commission 110P27.22 QAW PROPOSM120SF •� ' '_` TO BE REMOVED st SPEED LIMIT SIGN DI DRAIN INLET enw I sTOQP J] j° a7 ''; � tl ' 's/r~Pi EXISTING 735FSHED TUCKERS LANE I PROPOSED ' F ' i \\ PROPOSED r \ TO BE REMOVED „E D DO NOT ENTER SIGN HrD. FIRE HYDRANT BEDUNE(TrP) ; r \ , OA7Ix`„ 20 t ) r 'CHURCH ' PROPOSED'JSSF \ ; it) GAS VALVE 13950 F) STOOP PROPOSED 735 SF ~}¢OPOSED 8 6'44' G.V. W.VPIX6ING RGt� f a. ON GIAOECGNCRETE I OBE REIOCATEd ASPHALT ' ( Z PROPOSED 50 SF wA%w AY - PARKING 2 e� Ssg '^ \ �\ i,Q i / COVERED PORCH O , W.4o 1r-1 , LAWN C GUARD RAL 4 I TC -Y' 1� I \\, Y....�., c - u, fes\ \\`\ \ `O COVERAGE CALCULATIONS BC�4) I PLANTINGW \ �B \ OR"EMANAre WI L ft� 1 LAWN`\ ,"� ,\� /\ \ PROPOSED SW. LOT AREA 53.96251 ^=D ° o? - = 121 HC.SIGN_ M11lCH PAIN ALLOWED BUILDING COVERAGE 10,792 SF OR 203. I L(� TO{2da) o0i ~-- /S't"G::'l; j:.::: z:5 ,...;L.'_ PROPOSED n� fl3 CONCRETE PAD EXISTING LOT COVERAGE i SI`L OS ( ,ter'' rBp FOR X X B CUMPSTER Or -a y PROPosED201e SF - - PRDPo3ED 6'H. 0 K DESCRIPTION AREA V.LOT COVERAGE PROJECT: \ ON GRADE CONCRETE,-' PROPOSED - rNI~ TC dZ1 \` _ RELOCATED WAIXWAY \i�"'1 ASPHALT HC N= SOUDWOODSCREEN OLD CHURCH IAPPRO%IMAIPI 4.d00Sf' 8$• W O ` \ '� SIGN_,_ 1 PARKING - ,4ROPOSED t WITH GATES Z --- Ln C12 _.�`-' -' 11 I O I Ir •- BIKE RACK =3 FIRST IXISRNGPARUHHOUSEPORCH.STEPS f,I82SF 22➢6 FIRST UNIVERSALIST LOCATION (J EXISTING DWELLING.PORCH.SfEPS 808SF IS% CHURCH OF \ PROPOSEDfW"aH SOUTHOLD I I \\ll OIY� EMSTINGSHEDS 438SF 0.8% 17'1 T-IRAFRC STRIPING PROPOSED ASPHALT PROPOSED HAPBNGP'i �PROPOSEp'��•',. ' CONCRETECL'RB DCO IOTAI IXIfiNGCOVEGGE 6,828 IF 12.7•% Imo. PRCPO T.AS REQUIRED BY NYSDOi PARKING AREAS _ ACCESSIBLE ROUE t (218%N�IAND',CAP ,PROPOSED CONCRETE �DO FASNtG /-� SSQ.X 1 1 1 3`pFKNGSPACES a CGNCRETECURB GRAIM9 W-)X I (ISATT?j IIOTAL) Wv^ PROPOSED W.'Xii.AG� cuReL'cG x = 0 J PROPOSED LOT COVERAGE 51970 MAIN RD, MTCHJ3IIG /EXISTING 7735 SF 9 < 'I PROPOSED __-—A-H, OD ION' TJ PROPOSED172SF EMISnNG FENCE WOO Ptl5)S _ GRAVEL PARKNG AREA PROPOSED 9s SF CO D18vEAiAY ?SPHAL CONCRETEAPRONS TO BE REMOVED OF DESCRIPTION AREA %LOT COVERAGE SOUTHOLD,NY 11971 - TO BE REM VIED CC OR APRON t--LICREIECU rZ GATE I 4- L _ PROPOSED 138 SF O V O EXISTING PARISH HOME.PORCH STEPS 1,182 Sf 2.2% PROPOSED DRIVEWAY ^ I ---------___ _ _ _ - L 'IS Ly r/1Rd EXISTING DWELLING.PORCH.SIEPS BOBSF 1,5R DRAYJING TITLE: @nRANCEJCURB CUT F^I - ��'Y '- ASPERrJYSDOfPLANBY Ca - 1_•-- '• `l—'Y — IPRMTW 18 TLPS� ZL�W PROPOSED CHURCH 3,950SF l3% CONDON ENGNFERING,P.C. PROPOSED 2765P Tom• 4 Z TCr1401 �R7j� PROPOSED d' PROPOSED CHURCH COVERED PORCH so SF 0.1% DATED JULY 6,20'al 0 I.n L'i N 1SINID'PWONG\ IOREMAN BC 9) - _ ASPHALTPAHKING W Z z 0 TOTAL PROPOSED COVERAGE 5,990 SF 11.1% SITE PLAN L` '1 PLANTING EK.GAS DItE Psid SFT— AS Q (j PROPOSED T09E J NS 3\I ASPHALT PARKING RELOCATED\ �.,m 7'D• W CIVAEYre AISLE` TYP , �j _ g IAVFROR Ex.wA _ ® _ N ` UNElOrl3:ON `<EKISTI IG EPEC tt\ �D}VELLING 50' PROPOSEDFLUSH i ��, .}- I y$E �€c`E9.0 CONCRETE CURB - p SCALE.' OSED Y�7 PROPOSED FWSH a�Q-J'x`jBETO \t •a 1]96 GAVEL 0'3 /'J' CONCRETE CUR - enc\ �^� \ rAKNG ;T SCALE: 1" = 20'-0" TRUE NORTH I • ?d, 2 0 -teWN 3sa PROJECT PROPOSED - NORTH BY: 6-T H. IN FLTRATION AREA x, E%ISTNG DRAWN up ` 4�f� ac 20 10 0 20 40 PS �aED Aq aa 6'd H. II 141 XD.,) PLANTING b 1t A)x FENCE CHECKED BY: N74"50 00"iY CHA NLINK EJCEJP"OP uNE 24Tyeb4• Ex SING SCALE IN FEET RMC ' LL PROPOSED 4'M. d'-0"H, VIREMESHFENCE LAND N/F OF CHAIMINK K WWN HEDGE) 51750 ROUTE 25 LLC PENCE FILE No- S.F. RESIDENCE CONNECTED TO PUBLIC WATER PROJECT NO. DRAWING NO. DATE: G-001 SITE PLAN 15104=21 P.011—ENGINEER- FIRST UNIVERSALIST CHURCH PLANT SCHEDULE QTY SYMBOL BOTANICAL NAME COMMON NAME size 2 Trees IBD TBD 2 1/2•-X cal. de Bruin Engneit-9,P.C. G. ♦ 1 AR Acer rubro. Red Maple 2 1/7'-X col. ++Union Avenua Bethpage New York 11114 1~" 4 ARE Norio melanocarpa Black Chokeberry 3 gal. 516 513 1313 516 579.2574 FAA 18 At Asclepias inc cl Swamp A4lkweed I gal. 18 Al Asclepiassvrlaca Common Milkweed I gal. It is a Violation of 32 AT Asclepias tuberose B utterfly Weed 1001, New York State Education Laion w of r for any `l 26 ACD Aster corcifolm Blue Wood Aster I gal. person,unless he is acting under the 7 BNH Betula nigra'Hedtage' Heritage River Blrch IF-10 ht. direction of a licensed professional ` 772 CP Corex pemylvanlca Pennsylvania Sedge I qt. engineer,to alter any item on this 12 CAH Clethro a4lifola'Hummingbird' Sweet Pepperbush 3gal. drawing in any way If the drawing b altered under the direction of a j� 3 CFP Cornus Florida Hoovering Dogwood 2'-21/1 professional engineer.the altering _ 1 CMD Comus mass Cometh Chary Do ood 21/7-3-cal. engineer shall affix his seal to the h" 200 DP Dennslaedlia punctilobula Nay Scented Fem 1 gal. drawing with the notation'altered by' followed by his signature,the date of ps` s•.'� 250 OF Deschampsio Ilexuoso III Hal,Gross 1 gal. allerelion,and a specific description 35 DAF Oryopleris erythasora'BlIIBance Autumn Fan 19.1. of the alteration. 45 Ell Ectlinaceo purip—Magnus' Purple Coneflowa 1 gal. ly 433 FGB Fergus gronditolla American Beech I"Cal. 15 GMGetanillm fum mocudaWild Geranium I gal. 20 IGS sex globra'Shamrock' Dwarf Inkberry 10 gal. 3 10 flex apace American Holly B'-IO ht. \.,�- �• \�O 7 IV Sex vatidtlato Winlerberry 3'-4'1 9 1V Juniperus virginiono Eastern Red Cedes 9-10 ht. qC�.. 50 LO Ugustrum avaBl011Urn Pdvet 4'-Sht. 'I'�rs Uy`tx` 1 MV MogrloFa vlrglhana Sweefbay Magnolia S-10 ht. 20 MSO Matteuni strulhlopterls Osrich fern 2 gal. C� •PF 24 MP Morella pensylvanica North—Bayberry 5 gal. _ f 3 NS Nyuard cine BIICine Gunnmon 21/7 3'Cd. REVISIONS DATE A 20 OC Osmuntla dnnamomea Cinnamon Fern I got. _ r�ti•Y' '�..,,,,�'^as1 160 PVS Panicum vitgatum'Shenandoah' Switch Grass(red) 2 gal. 10 PMM Pycanfhemum muficum Mountain Mini 1 gal. 1 QA Quercus alba White Oak X-3 1/2'cal. ,` ••N• 60 SSO Schizachyrium scopodum'Standing Ovation'W tle Bluestein 1 gal. 7 300 SH Sporobolus heferotepis Prairie Dropseetl 1 gal. 38 V% Vacdhium angusifolium ILowbvsh Blueberry 2 gal. LANDSCAPING NOTES: I.The use of native,drought tolerant plantings is required in •r w es 'Y' landing. 1iB a `*>»•"'•r _ 'O 2.higation is Rmifed to 15 percent of the total parcel area. 3.Only the use of organic ferflaers n permitted where the water schuble nitrogen is no more than 20%of the total nitrogen in the ISSUED TO _ 49 °O muhre. „ -- 0 c�r 4 A maximum of I Ib.of nitrogen per 1,000 square feet is sn --;` perneci in any one application,with a cumulative oppicotion TOWN OF SOUTHOLD PLANNING 4-1-22 - of nomora than 21bs.per 1.000 square,fel feper yea y"-•o�^e. i 5.The appicatNxl of fed4ugen. er products containing nitro nom` / phosphol or potassium is prohibited between November I sl TUCKEES LANE E and April 1St. s A:i L E G E N D I •, PROPERTY LINE Y`^ti'""i. tU ~�'•�• D EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED w �• 1 j ~� i. � UTILITY POLE UTILITY POLE WITH LIGHT Tq PROJECT ec FIRST UNIVERSALIST _— off, CHURCH OF is s SOUTHOLD z ate•- 0 RE_C_E__I__V_ED (A O O 51970 MAIN RD, O F SOUTHOLD,NY 11971 LLL�In NOV 3 O 222 DRAWING TITLE \W U O Z W Z O 1 a 'm JE SauthoI Town SITE PLAN 1 ''�-.._ _; '•' ° Planning Board Wer O � SCALE N TRUE NORTEI "e QrJ* o_ SCALE: 1" = 20'-0" z O - ` DRAWN By �.. PS O AgL,A �- s r PROJECT -'47.04' Cr•ECx ED BV' W n NORTH LAND N/F OF RMC st 20 10 0 20 40 51750 ROUTE 25 LLC S.F. RESIDENCE TLE No CONNECTED TO PUBLIC WATER SCALE IN FEET PROJECT NO DRAWING NO First Universalist Church of Southold - Landscape Plan TATE G-002 15/04/2021 N tw PROJECT ENGINEER ae Brwn Enq�nearin-P.C.a'Y`- t+Union Avenue Bethpage Nspw Yak 71714 578.5+3.'.313 578 579 2571 Fax a violation of Section 7209 of the /. Now York State Education Law for any / person,unless he is acting under the direction of a licensed b.o b.o eng neen. to alter any Itemprofessional onthis drawing in any way. If the drawing is altered under the direction of a r ♦� /'�o a b.o b.o b.o professional engineer•the altering l engineer shall affix his seal to the drawing with the notation'altered by' b. D o Niko b.a followed by his signature,the data of ery. o allerallon,and a specific description b.o of the alteration. a /' fit,• 76 I h.•�D o5sgo S, .t\\\a b.. D. D.° b.o 5.o y� re /3.a ,o ff .b .a b.: b.o\5.A 3. 5.o b,r6E.o b.o O b- 69 0 �s CQ1 a 5.o b.o D.o 5.o b.o j rpa tip' P GAN fin y REvIS10N5a:E o / b b.o D. .o D.+ t.a 5.a b+/5.e .s q�{a>q"1 5st jba b.z 1.i }.i i�o �i l.z I.: 'S.o o 1.o b.o b.° 5.ii �y0s��F /�b ° t. ba b.z 1!� a' }.s 1. t.s Lam;�, .i�jc Y ° D.o b.o b.o 5.0 5.° 5.° 3.2 5.2 b.. : lb .: 1� .x Y.,� b- b.o b.o 5.o b.: 5., i1. - '�,X•^- t.s - 5.s 5., 3., b� D.° 3.0 3.° 3." D t.z b., tl.. b. ;'SS:; •b., 5, 5.s b.s b.. b.. 5., 'b., 3.0 b.o b.o 5.0 I % � �� r •- ssueo,o r.o b . ., b., b - _ :'�'{:}.+ n�.,„b.z 5., 5- b.. b� b., bs6b.o h.a 1.a 1.o ® �. a 1 �b 5 ✓1.0 b,, S.a l.i' b.a 5..1. zo S.a ..a 3 0 �" a TOWN OF SOUTHOLD PLANNING 5-11-22 %/ 5e� j.•. e �•' Sn 1.a `10 ,.z 1 } s b.\•� a.a b.o b.a b.n TUCKERS LANE I b. t.J b. J 1 s b `+ D o b., RECEIVED b.z t.�J t 5." � NL.+ b., 1 o Y5+ .s 1, }i b., 3�+ 5.z b�gB�.O�•,�y b.o / PP 44 I-- -- -- 1. 1., V., b-• >('S '•Li a 3.z 5.7 1.0 1.z I.. t.z b.s b. b.4 b., b. b.o b.o 1 /� NOV 3 0 2022 o b b., a I�.s b. - }a 1. b.s 1.: 1., L+ S., 5.i 5.e b b..LZ., b.z bn b �o b.o 5.0 l a ° It.s.b.. Z17 1.4 Vi ,. 1s L+ 1., l.0 5.a b.s b., ba �.z 1I b.0 5.0 I Southold Town ° b., 1.z I Y. 5., 1 `i 1.z 5., b.s b.s b., 5 1, is 1.. 1.z 1.o D b.s b., a b. .0 3.o b., I j Planning Board I }.o L.. V b., b.r t.. b.a b.a I.. 1., I.z b., b.+ b., o 1. 1.2 1 b., b. ., t do 1 (� 1:71a %.1 A.2 b., b.s b.a b.e 5.3 b., b a b 5.s b .+ b s b 1.o 11 1 5 I i., ., }o Y.� b., b.o b.° b.o ZZ a �.o _ : bn b.. b.s 3.a 3n Dn 5.* bn b c 5s 5 5 s 5 3.. Lz , i,,: 1.o La L.i D.a 5., @a D.o 3.o ZM 1 j e �a1�2lati°n 3°�,ia= FIRST UNIVERSALIST 1 I^o D-a b.s b.a bn bn bn 5., b.• b., b' - b s D a 5. �.§ Lz .. ]s 5 i 1.a 1, bn 1.+ t o b.o b.o b.o U Label A�_3 Max ldin Av /N'_r Nax;Nir CHURCH OF I t/1 N CalcPts 1 '.E 0.0 N.A. t+-A- SOUTHOLD I z I5 0 � of b., b.s to b.a i.o t., b., b.e 5., Lo t.o b., t.e b.e b., 1., 1., l.s i., l.a i., I.o 1 1.a 5., La 1n b., b. b.o b.o b.o �N 7 S ar=.r r I -r O 1 +"o Z oI b.s bn b., 1.z 1. l.z I.z 1., 1.z 1, 1.s 1.z 1., 1.n 1., S.z I.s 1.a i. 1.. is 1.z 1. 1.. `J.z� 1.c i., b.a 5. I o b.o b.o b.o 51970 MAIN 11 ' I K - i f.. •ci SOUTHOLD,NY 11971 DRAWING TITLE' LC Px. 4 , I •H ` „ :•. "- ". U - J L PA 4 ! T 4 J 1 Q, 15.° 2 b.s 3., 5., 5.s L+ .L..•�s-}.�-.b:•i•-t.e-is•trc _.9-1' .s- •}., 1.s I ' S.o 3.0 5.° Z W W ++all sc Jn .3ed Lf iI •• I 1: 1.z 1., 1.z I., . 1.z 1.z 1. I., ].. 1. it, SITE LIGHTING PLAN O1b.1 b.e Z J o b.+ b.s 1 It I.o 1.: I.o b., b., b., I.: .� I.. 7_o• 1, 1.I 1., 1. 1.0 5.s 1., l.a 1.a b.a b., 5. 5.o b.o b.. b.a bw �n 5.• b., ba b. I b. M6.° fi.o b.o oo Sc.LE 5 7f b.z 5.z , b.. ..+ ... b.+ 5.4 b.4 11.4 f b., 4 1.' b.s 5. i I 01 SCALE: 1" = 20'-0" TRUE NORTH I F t., b.l _. 1.2 t.a Ub.a 5.1 b., b f)5.4 s 3.: Zoo b.o b.o I j5 m - PROJECT b.. c.: 5.: b.l b.; b., b.t 5.: b.t b.i b.o b., t.z b.2 b.o b.o NORTH I o DRAWN BY a.l b., b.: 5., b., b., b.: b.o .o b.o b.o S.. 1, b., b.: .s 3.0 b.o b.o 5.o b.o 20 10 0 20 40 PS 3, b o b.o .o 'a.o b.o b. b.o b.o t. b.a b.. 1.0 o b.o b., .,, b., b., b.J ;z - Sa 5.o b,, b-o c.EcxE. (}(� 1'c 7 l"",I1cE.omc lac 4 .b ' - ° e .a rmTN .-W a 2° .V 4' SCALE LAND N OF. ".J SCALE IN FEET - 5.0 5.o b.a b.o b.o 3.0 5.0 3.o b.o b.o b.o b.o b.o b.o b.o 5.0 b.o 5.o b.o 5.o b.° u � RMC F 5.a t.. b.o b.o b.o b.a b.o b.o I.. 5.o b.o b.o b.o 5.a b.o b.o b.o b.a b.o b.a b-a b.. b.o b.a b.o b.a 51750 ROUTE 25.LLC 5° 5° 5° FILE No. S.F. RESIDENCE 5.0 5.o b.o b.o I, b.o b.o b.o b.o 5.a a.o b.o b.o b.o b.o b.a b.o 3.0 3.0 5.a b.o b.o 5.o b.a b.o li, I., CONNECTED TO PUBLIC WATER I.o e.a PROJECT 40. DR.WaG N° w b.o b.a b.o ..o b.o b-o 1, D.o t.o b.o b.o b.o t.a b.o b.o b.a b.o 1, b.a b.o 1.o b.0 b.o 1, b.o 5.o b., b.a b.o b.a - I- SL-001 SITE PLAN 15/04202, 5GALE: 1"=20'-O" 19 Y PROJECT ENGINEER: RECEIVED �py�®�� ` de G„E”In 18-6• IOU. Bruin Eng 6 eering,P.C.udrtd9oman/ do 9ruln Engineering,P. 1400 Old Caunlry Road•Suita 106 B-e• 32' 38' Wealbury.New York-11714 4' 4'-3• -3• ems!• e' B Y-I O• /i �—_-- ,6.513.1313-515,579.2574 Fax NOY\I o �0�� s a violation of Section 7209 of the New York State Education Law for any person,unless ce Is acting under the -5- direction of a licensed professional SoLIC ol�Town n engineer,to alter any Item on this drawing in any way. If the drawing is Planning Board altered under the direction of a professional engineer,the altering engineer shall affix his seal to the drawinith the 3%iO PIASTER 3 O red f,lIov edlby his signature,the tion'at edate o uhTu LANTERN alteration,and a specific description ® of the alteration. WIN IS'-I�• 11•-5• 7 • YITCHEN n ---' °A � SMALL GATHERING PLACE P PANTRY OO O O REVISIONS DATE MEMORIAL GARDEN RESTROOM am CL CL 0 0 ..............t� r -FOYERcWCT I-]JCIDSORE,REFER OAeII 4�• ATTIC STITO MECHANICAL DRAWNGS 3•y'y5, O - ISSUED TO; CLOSET RESTROOM OA O O Q O , 7-� mM�-1—MaOZZE�—If III O i W. v TRY N ACCESSIBLE RESTROOM \ •O I '° DAe O JAN.CL a �- e• .. a i i i i! 0ACCESSIBLE RESTROOM m 7 -7 . l-3• ® - Q ENT YVESTIBULE CHANCEL GALLERY ��.,--.,�� �D 3-a,' O BABY CHANGING 8TAT10N m N = i MEETINGOROOM .e D' O �' m '• ii ii o FR5i R ELEV. i.: i m i GL CHANCEL _3FLELEV. e` 39�d• l7 •I 5' i Y II K I7•-4V• PROJECT: '-4'-4 v 9 e• a 'Oos LOY O VESQULE m FIRST UNIVERSALIST m SIDE ENTRY - - - CHURCH OF SOUTHOLD � m � O DOUBLE HUNG 63NDOe1 / 51970 MAIN RD, _ \ SOUTHOLD,NY 11971 0Q Q I I Q Ilv, ,O COVERED DRAWINGTITLE: oUCTT ENCLO a ENTRANCE •,� II AT9 (CL ADMIN OFFICE O FIRST FLOOR PLAN - t I CHAIR STORAGE - hGMSTEFICE RS OF - e s II O l GL 187 DEEP - (5)314•PLASTIC ` u SDPPLT CLOSET, 1 I LAMNATE SHELVES •� 12" f -fi I0=3 P� SCALE: O O SCALE: 3/16"=1'-0" DRAWN BY: PS 0`EREO AgCN •\ CHECKED BY: RMC 8'-Y 6• 8' 4'-10' tl-3 4'-3• 6•-6• E-S• d'-3' 6'-3• 8-534 35' 15'-6• 3 5' D 5 10 FILE NO.. ' f-6 3/16•=1'-0• - '•8•'"�3�a _ PROJECT 40. DRAWING NO. PROJECT NORTH A-102 DATE: FIRST FLOOR PLAN 15/04/2021 SCALE: 3/16" = r-O" Copper Roof and 3 1/2"PVC PROJECT ENGINEER: Colonial Trim on Finial at Cupola 3/4"X 8"fascia �� I bd. Camelot II Roofing d „�u;n 1"PVC Cupola Shingle as with Casement 3 1/2"PVC MFR'D.b GAF- de Sruin Engineerla0,P.C. 6"half round y 1400 Old country Road•Sufte 106 Window Colonial Molding Color Royal Slate Westbllry"New York•11714 gutters-white on 3/4"X 6"fascia 516.513.1313-516,679.2574 Fax bd. - _ o?� II Is a violation of Section 7209 of the n A New York State Education Law for any person,unless he Is acting under the direction of a licensed professional engineer,to alter any item on this 1 drawing in anyway If the drawing Is altered under the direction of a '1 professional engineer,the altering { engineer shaft affix his seal to the drawing with the notation*altered by' followed by his signature,the dale of :o alteration,and a specific description r - of the alteration. © © 18"White Cedar Shake Perfection w/White Stain or James Hardie Smooth 5 1/2" Cement Board J.; �1 Clapboard 1' L J 3/4"X 4"White REVISIONS DATE r ' _ PVC trim of 3/4" PVC flush panel rJev.rx.J AT 4 I L ISSUED TO; 6I NORTH ELEVATION A-361 3/16"9'-6" RECEIVED NOV 3 0 2022 3/4"X 4"Batten Bd.on 3/4"PVC Southold Town Board Planning Board - - - n PVC Corbel on rn aP.e JT 3/4"X 8"PVC 1,W ft'ry2 17 Fascia PROJECT: FIRST UNIVERSALIST 7^high X 1^tn. CHURCH OF -- - SOUTHOLD PVC Traditional - - --- -- -- -- I ` Head 51970 MAIN RD, 3 1/2"PVC SOUTHOLD,NY 11971 - - Colonial Molding on 3/4"X 10" D AwINc TmE fascia bd. 3J4"X 4"Square ti Edge PVC Trim NORTH ELEVATION; -- - --- -- -- +NI .aw,�,+ ,,� T� ti - - - -- - —v••" WEST ELEVATION SME: 36"X 42"Timber Bracket painted , Q' 7 r t SCALE: 3/16"=1'-0" white r 10"X 10"No j ,\ ❑ ❑ .o ❑ o ❑ ❑ o =101011R❑ ❑ ❑ o ❑ T❑ ❑ CoPumn Cover DRAWN BY: ieP o aaa B-NaPrKN P}.l9 FlEvirFi _-_ _ _ as 4EaE0 Aq„_ P$ Cey s ' CHECKED BY: sorra+c.rml:w 1 _ F11 _ _ L-1 J eanmosoorw 1 .a• -- - -- ----- ------------------------ - ------L e --------i— - — -- -- —`— -- -- - - — -- - -�-o-r RMC 3/4"X 4"square edged PVC Trim WEST ELEVATION FILE NO. 02 - A-361 3/I6 1•-6•' PROJECT NO. DRAWING NO. 10 3% DATE A-301 NORTH ELEVATION; WEST ELEVATION 1510412021 SCALE: 3/16" = I'-O" PROJECT ENGINEER: de In Ling Englnernng 6 Can,/.i[Yb"dhvgemani de Bruin Engineering,P.C. 1400 Old Country Road-Suits 106 Weelbary•New York-11714 516.513.1313.516.579.2574 Fax ro. It is a violation of Section 7209 of the rar . - - -- ----- - q WAI pe aort,unless'a York Statahedisoacting Law nderrthey direction of a licensed professional engineer.to alter any Item on this lylylylylylylllydrawing in any way. II the drawing is altered under the direction of a professional engineer,the altering engineer shall a(fiz his seal lD the drawing with the natation'altered by' followed by his signature,the dale of alteration,and a specific description of the all erallon. CV o cm 9 m O —IPy11L � _ _ rcr•onsre 0 e �o a = 0 C "''".e'�—. ----------------— - —-—--- ----— I. n rl I C ,0y a REVISIONS DATE tuao I % 4 � BOIIRfQ rCblYtl 1 �' 1 i h 00nRfdrWNlG : �r ___. .—. .___ ._ _...._ ._-- .. ISSUED TO: 01 -- - - ---- -- - -- -- -- - SOUTH ELEVATION -362 3116"=1�-6" 5' 0 5 IO mP o.13are __-- ------- _----- i.1c1•ocrure PROJECT: I7� it FIRST UNIVERSALIST CHURCH OF }}}--- SOUTHOLD T - - -- ,�'I ------- 51970 MAIN RD, ve SOUTHOLD,NY 11971 IT all DRAWINGTITLE: tt � iCTOVPtA@ _ _ _______ -_ 1LPWP�„re SOUTH ELEVATION; �� °' EAST ELEVATION w LLUFRI - SCALE: 3/16"_1,-0„ ❑ ❑ ❑ IIE-11=11=11=11 ❑ - o corm o_wand DRAWN BY: PS 4LPE0 AgLM CHECKED BY: eb0 y`"a eorea+oormirr. ,l �_' 1 r, r• 1__--_ �_1 ' A eorranaroam+r. : ---------------------------`-------�.—--- —v..,., RMC FILE No. 62 EAST ELEVATION PROJECT NO. DRAWING NO. DATE A-302 SOUTH ELEVATION; EAST ELEVATION 15/04/2021 5GALE: 3/16" = I'-O" PROJECT ENGINEER:`• FINISH SCHEDULE WINDOW SCHEDULE ..� -t'`^•n .fvyinaniy 6 Con>Mxlnn Na.eAemanr ROOM ROOM FLOOR WALLS CEILING WAINSCOT BABE CROWN NOTES WINDOW ROOM ROOM QUANTITY RO MFR. FRAME KEY NOTES do Bruin Engineering,P.C. NAME to MOLDING MOLDING TYPE NAME NUMBER SIZE NUMBER TYPE 1aD0 Old Country Road-Suite 106 weslbury•Naw York-11714 VESTIBULE I P O PLAKK BOARDER WALK-OFF MATT W/ v1 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED PANELING PAINTED WOOD PAINTED WOOD R YI 4',A n 4 A MEETING ROOM I 6 3-0'X Y-4' FG CASEMENT 818.513,1313.516.579.2574 Fax MEETING ROOM 2 CAUVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD TRU55ES-5TA!NED WD OR PANTED WD B CHAIR STORAGE,ADMIN OFFICE 4,6 3 Y-6'X 4'-5` TW2442 FG DOUBLE HUNG It is a violation of Section 7209 of the CHANCEL 3 CAUVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD PAINTED WOOD 48'L X 1114'W MODEL A 1904501400 C MINSTERS OFROE 5 1 11'-1°X 4'-5' (2)TW20421TW34421(2)TLU2042 FG DOUBLE HUNG New York State Education Lata for any person,unless he Is acting under the CHAIR STORAGE 4 CAUVINYL PRO PLANK PLANTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48'L X 11/4'W MODEL d 1984501480 p VESTIBULE 8 2 I-&'X X-1' CRI4 FG PICTURE direction of a licensed professional MINISTERS OFFICE 5 BROADLOOM CARPET PAINTED 5HEETROCK PAINTED SHEETROCK PAINTED WOOD E ACCESSIBLE RESTROOM,DORMERS 10,11 15 2'-1'X 2'-1" Cl2 FG CASEMENT engineer,to alter any item an this drawing In any way. If the drawing is CL 5A PANTED SHEETROCK PAINTED SNEETROCK PAINTED WOOD SMALL GATHERING PLACE 15 2 1'-&"X 3'-9' (3)TW2436 FG DOUBLE HUNG altered under the direction of a F professional engineer,the altering ADMIN OFFICE 6 BROADLOOM CARPET PAINTED 514EETROCK PAINTED SHEETROCK PAINTED WOOD G KITCHEN I6 4 2'-1"X 3'-9" TW2436 FG DOUBLE HUNG engineer shall affix his seal to the drawing with the notation"altered by' CL 6A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD H RESTROOM 20 1 1'-9'X 4'-1" C14 FG CASEMENT followed by his signature,the date of alteration,all a specific description LOBBY 1 CALIv NYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PANTED WOOD PAINTED WOOD 48°L X 1114'W MODEL A 1904501400 I AOMN OFFICE 6 1 3-1"X 3-9' M21036 FG DOUBLE HUNG of the alteration. CL IA CALIv NYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48'L X 1114'W MODEL d 1504501400 J MEETING ROOM I 1 0 4'-0' FR40 JFG CL 113 CAUVINYL PRO PLANK PANTED SHEETROCK PAINTED SHEETROCK PANTED WOOD 48'L X 1114'W MODEL A 1904501400 K ATTIC 23 2 $-0"X 4'-I" TW2e31e1TW2i*3Ie1Tw2e3io FG DOABLE HUNG VESTIBULE 8 PRO PLANK BOAMATT 01 RDER PAINTED SHEETROCK PAINTED SHEETROCK PANTED WOOD PAINTED WOOD 4• p, L ATTIC(DORMER) 23 1 2'-I'X 3'-6` 0135 FG CASEMENT SOARDERGALLERY 9 CAUVMYL PRO PLANK PAINTED 514EEMOCK PAINTED SHEETROCK PANTED WOOD PAINTED WOOD 48'L)(1 114'W MODEL A 1904501400 M ICUPOLA 4 2=5'X 5'-1' CWI5 I FG I CASEMENT CL 9A CALIvINTL PRO PLANK PAINTED SHEETROCK PAINTED 514EETROCK PANTED WOOD 48'L)(1114'W MODEL A 19 04 5014 0 0 CL 98 CALNINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48°LX 1114°W MODEL A 19&4581400 ACCESSIBLE RESTROOM 10 MARBLE CMMCTHRESHT@rOLD PAINTED 514EETROCK PAINTED SHEETROCK SEADBOARD WAIN PAINTED WOOD PAINTED WOOD ACCESSIBLE RESTROOM t1 MARBLE HI RESH PAINTED 514EETROCK PAINTED SHEETROCK 5FAD50ARD WAIN PAINTED WOOD PAINTED WOOD REVISIONS DATE JAN CLOSET 12 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD STAIR 13 C-TTR p R PRO PLANK AIR t PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD SMALL GATHERING ROOM IS CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD A, KITCHEN I( CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48'L X 1114'W MODEL A 190450140& FOYER 11 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48'L X 1 II4'W MODEL 0 1904501400 RESTROOM IS GARBLE TTIHRESHOLD PAINTED SHEETROCK PATTED SHEETROCK PANTED WOOD PAINTED WOOD SOURCED AT LOUES' VESTRY 19 CAUVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48'L X 1114'W MODEL d 1904501400 RESTROOM 18 PANTED SNEETROCK PAINTED SHEETROCK PAINTED WOOD MARBLE H ESHOLD SOL7AVa 1328116 RD )AT LOU-d' CLOSET 21 CAUVINYL PRO PLANK PAINTED SHEETROCK PANTED SHEETROCK PANTED WOOD 48°L X 1114'W MODEL A 1904501408 ISSUED To; SIDE ENTRY 22 DOOR SCHEDULE DOOR ROOM ROOM INTI DOOR DOOR DOOR FRAME 14ARDW LABLE KEY NUMBER NAME NUMBER EXT. TYPE SIZE CONST. TYPE TYPE RATING NOTES 101 VESTIBULE I EXT DI (2)3'-0'X 8-0' - - - - GLAZED LOW E GLASS-(7 Y X 8 MATCHING 51DELITES 102 MEETING ROOM 2 INT. 0IFRE(2)3=0'X 8'-0' MDF WD - STICKSTICKI G) 7 - - 33 - - 103 VESTIBULE I EXT. 03 3'-0'X8-0' MDF WD - - FB -G 51C- H Y U 9DL L 9 A T LUSH G 4 D LOW G 55 104 RESTROOM 10 WT, D4 1=8'X 8=8' MDF WO - - r U - - 33 8- - STICK STICKING) 105 CLOSET 21 1 INT. 04 1-8'X 8-0' MDF WD - - 7 TKU5TILE- NY r.KAlWe.-Ts33ee- STICK STICKING) 10( CHAIR STORAGE 4 INT. D5 (2)3-0°X 8'-0' MDF WD - STICK STICKING) 7tU5TILf- -Tsmee-TOO PROJECT: 101 MINISTERSOFFICE 5 IT. 06 3-0°XT=O' MDF WD - - STICK STICKING) 7 - - 33 - - FIRST UNIVERSALIST 108 ADMIN OFFICE 6 INT. D6 3=0°Xl'-0' MDF w0 - - T - - 33 - - CHURCH OF STICK sncaNG) _Ti<U_ SOUTHOLD 109 VESTIBULE 8 EXT. D1 3=0°k l'-0' MDF WD - GLAZED LOU E GLA55-(1 I'X 8 MATCHI G SIDELITES 110 L0557 1 IT. DB 3,-0,)(l'-0° MDF WD - - STICK STICKI G) Y 33 51970 MAIN RD, III ACCUS15LE RE5TROOi 1 10 INT. D6 3,-e'X 1'-0' MDF WD - - tINIEMUM MUFY - - 3 -C-55 kFLAT fANEL SQUARE SOUTHOLD,NY 11971 STICK STICKING) t, EMUM 112 JAR CLOSET 12 INT. D4 2'-8'X Y-8' MDF WO - STICK5TICKI G)OOK5 U T - - 3 - - DRAWING TITLE: 113 ACCESSIBLE RESTROOM 11 INT. D6 3=0'X 1'-8' MDF WD - STICK F'REMUM N G) 7 - - 33 - - 59(FLAT PANEL 5QUARtz tOORS 114 STAIR 13 INT. 09 3-0°X l=0° MDF WD - IH RATED 5 CK TICKING) FINISH SCHEDULE; 115 GALLERY 9 W. Dl 3=0°X 1'-0' MDF WD - - RBF -C SIC-MAH OG 7 C.O C7 1 DOOR SCHEDULE AS FR'D M -T U-6 LITE 5 2 PA EL SHAKER ENWTEN FLIJSH GLAZED LOW E G 55 III SMALL GATHERING ROOM 15 IT. D& 3=0`X Y-8' MDF WD - U T - - 33 - - STICSTIC UNG) 118 KITCHEN 16 INT. D6 3'-0'X Y-&' MDF WD - Y - - 33 STICK STICKING) 119 I KITCHEN 16 NT. D78 (2)3-0'X 8'-0° MDF WD - STICK STICKING) MANUFACTURED Y - - 33 - - SCALE: 110 FOYER 11 EXT. 01 3-0'X1=0' MDF WD - - P151;-C 5510-M HOG YC CTL 5 'D B MA- U-6 LIT SOL 2 P NEL S ERE FLUS GLA LOW G 55 111 MEETING ROOM 1 IT. DII (2)3-8°X8'-8" MDF WD - STICKS C NG) Y - N - 33 - - SCALE: NTS 121 MEETING ROOM 2 NT. D6 3"-0°X Y'0" MDF WD - STICK STICKNG) U 7 - - 33 - - ®e 123 CHANCEL 3 WT. D6 3 O'X Y-e' MDF WD - - Uf-IREM! MPF DOORS AS 7 I - - 33 - - _ ®6® STICK STICKMG) s� p/x' DRAWN BY- MANUFACT124 YT - - 33 - - NOV @� 4Y ZOZZ PS 114 VESTRY 19 INT. D6 3=0'X l=0' MDF WD - STICK STICKI'G) 125 RESTROOM 18 INT. D12 2-e X Y-0° MDF WD - - U L T - - 33 - - tEaTnµcry STICK STICKING) CHECKED BY: Southold Town RMC Planning Board FILE NO. PROJECT LA0. DRAWING NO. DATE: A-601 FINISH SCHEDULE; DOOR SCHEDULE 1504/2021 SCALE: NT5 .44j0, wl �r - M � r s a■ _ M OMM — U! ■EUs! ��� .' a i 1 , , FIRST UNIVERSALIST _ _-- _ _-- d e Bruin de Bruin Engineering P C. Tp F 4 Civil Engineering 6 Consrrutflon Management CHURCH OF SOUTHOLDEli SK-fl ...__ ° r y Planning Board _w " r(a - FIRST UNIVERSALIST �•••■•�= � _ _ `'- F ,�`y1■�/� de Bruin de Bruin Engineering P.0 CHURL -.i l✓\!. Civil Engineering 6 Construction Management I REC VEE � L i SOt,ltl'tCid i O�Vri j Planning Board f �, ■ rte. _ T . r SIR FIRST UNIVERSALIST CHURCH OF SOUTHOLD de Bruin de Bruin Engineering P C. .�,�; Civil Engineering 6 Construction Management 10-27-22 SoutFioid O'Wil Planning Board I - �• -. by �_.�.._. -._• I 7s A 1 FIRST UNIVERSALIST CHURCH OF SOUTHOLD i _ " de Bruin Engineering P.C. de Bruin Civil Enginaering 6 Construetion Management R. IVSD r NV v LULL Southold Tm.,i Planning Board �S _ �T Now rims SIFE, ir MEN MEN JEW ■E■ Ili■ r r y`- FIRST UNIVERSALIST CHURCH OF SOUTHOLD de Cl de Bruin Engineering P.C. . . - Civil Engineering 6 Construction Management Sou thod Town ::Planning Board a^ s s i WN ■ EME—D NOV 3 0 2022 L bout paid Town y.,_� ..._..._.. Planning Board i~ ow r �a•� -_ •� n �i r __ -- IL s� FIRST UNIVERSALIST CHURCH OF SOUTHOLD �` de Bruin. de Bruin Engineering P..C. Civil Engineering d Construction Management i; 1 t v AN .■ on Oki AIW ♦ ► r - RECEIVE® I1 � NOV 3 0 2022 ...... L- ; - PlanningSouthold Board L AiLy IFIRST UN IVERSALIS�T �•�`�� z y - 1 we de Bruin de Bruin Engineering P.C. � -CHURCH OF SOU_ THOLD 1 Civil Engineering dConstructionManagement r r ..,_ F .w W, �' r r - 1 .t. t f Rt r an on on owns nE y., 41 was •�- ...,.tip n .. ..►• pf n o� sow ■ now• r. +2. .a y ry t"fb i. '� 1• h. its t � f IRST UNIVERSALISTde Bruin de Bruin Engineering P.C. HURL� ! OF S O� TTT T ^ T C vif Engineering d Construction Management Southold rown Planning Board i - tT- m ■, INh ( �7 e a ` Y. s r 4 -, -..> •, z. ira- a. ` A .. did u Y ti y FIRST RSALIST deBr l.1 Iln de Brun Engineering P.C. :.CHURCH OF SOUTHOLD N� Civil Engineering 8 Cansvuction Management W41 Ap. -_ ti x DECEIVED , , l 4 FIRST UNIVERSALI de Bruin Engineering P C de Bruin Civil Engineering&Construction Management CHURCH OF SOUTHOLD 10-27-22 M .� . SK 10 . I r RST UNIVERSALIST de Bruin de Bruin Engineering P C. Civil Engineering 3 Construction Management =CHURCH OF SOUTHOLI RECEIVED t� WIN -w1V NOW TW VW k .- c _- ---- - .i■ rrr 11'r Ers fir ro■ - ■■ - rrr rrr «■ rrw rr !lp FIRST UNIVERSALI Q Krl IIr", Bruin Engineering P.C. Clef'"`BCH O F S OUTHOL D :__— ...- .... de Civil Engineering B Construction Management j RECEIVED f t -.�T=.► '.'yam '". -.. +c.-"''.7�!��-""�;y� f _ Ef I� FIRST UNIVERSALIST `�w- " `_} : de Bruin. do Bruin Engineering P.C. . • ...,.. Civil En3 CHURCH OF SOUTHOLD � � � - � - 10-27-22 I R,ECEIVCD �f b. ..-4 Nil 1 � - e FIRST UNIVERSALIST CHURCH OF SOUTHOLD »• de Bruin. de Bruin Engineering P.0 '�+R� Cfv!l Engineering 6 Construction Management aAOY;; I �• r Z• ' tit i -.. r. g •' ' ; ��. T I ZZ OL 41 IM �y+ 10-27-22 c si 1} � F 4 FIRST UNIVERSALIST o, de Bruin Engineering Civil Engineering B Construction Managemen( .10-27-22 SK-1 6 CHURCH OF SOUTHOLD RL 01 1 RON S IL ----------- • � +• !.` fps' � :� w _ '�'"� - ,. • 1 0-27-22 SK-1 7 +►- AIII - .. v - It, i FIRST UNIVERSALIST CHURCH OF SOUTHOL D de bruin de Bruin Engineering P C r r i r GENERATION LIGHTING 6247901-71: One Light Outdoor Pendant Dimensions: Diameter: 91, Overall Height: 53 1/4" Height: 15 21/32" Wire: 72"(color/Black) Weight: 4.9 lbs. Chain: 36" Mounting Proc.: Center Lock-Up Connection: Mounted To Box Bulbs: 1 -Medium A19 100w Max. 120v-Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards • Title 24 compliant if used with Joint Appendix(JA8)approved light bulbs listed in the California Energy Commission Appliance database. • Supplied with wire pre-laced through chain Material List: Collection: Crowell 1 Body-Aluminum-Antique Bronze Featured in the decorative Crowell collection 1 Chain-Steel-Antique Bronze 1 A19 Medium 100 watt light bulb Safety Listing: Safety Listed for Damp Locations creme parchment glass shade Instruction Sheets: Easily converts to LED with optional replacement lamps Trilingual(English,Spanish,and French)(990P6247901-CRO) Meets Title 24 energy efficiency standards UPC#:785652107757 Finish: Antique Bronze(71) Shade/Glass/ Diffuser Details: Part Material Finish Quantity Item Number Length Width Height Diameter Fitter Shade Top Shade Top Shade Top Diameter Length Width Diameter Shade Glass I Creme Parchment 1 G560200-6060 101/2 511/16 Backplate/Canopy Details: Type Height I Length Width Depth Diameter Outlet Box Up Outlet Box Down Canopy 1 5 Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Frt.Class UPS Ship Individual 6247901-71 1 785652107757 11 11.5 18.25 1.336 6 175 Yes NJ Pallet 48 48 40 72 80 288 No NV Pallet 48 48 40 72 80 288 No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice.This literature depicts a product design that is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,is not to be copied,altered or used in any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort&Co brand. RECEIVED NOV 3 0 2022 Southold Town Planning Board Y GENERATION 1_. I X11 T INC, 8247901-12: One Light Outdoor Post Lantern Dimensions: Diameter: 91, Wire: 6"(color/Black/White) Height: 17„ Mounting Proc.: Post Weight: 4.7 lbs. Connection: Mounted To Box Bulbs: 1 -Medium A19 100w Max. 120v-Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards • Title 24 compliant if used with Joint Appendix(JA8)approved light bulbs listed in the California Energy Commission Appliance database. Material List: 1 Body-Aluminum-Black 1 Holder-Die Cast Aluminum-Black Safety Listing: Collection: Crowell Safety Listed for Wet Locations Featured in the decorative Crowell collection Instruction Sheets: 1 A19 Medium 100 watt light bulb Trilingual(English,Spanish,and French)(990OP8247901-CRO) Satin Etched glass shade Easily converts to LED with optional replacement lamps Meets Title 24 energy efficiency standards UPC#:785652107887 Finish: Black(12) Shade/Glass/ Diffuser Details: Part Material Finish Quantity Item Number Length Width Height Diameter Fitter I Shade Top Shade Top Shade Top Diameter I Length Width Diameter Shade Glass I Satin Etched 1 G560200-619 I 1 10 1/21 5 11/16 Backplate/Canopy Details: Type Height/Length Width Depth Diameter Outlet Box Up Outlet Box Down Post 1 3 3 Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Frt.Class UPS Ship Individual 8247901-12 1 785652107887 20.25 11.25 11.5 1.516 6.3 175 Yes NJ Pallet 48 48 40 72 80 302.4 No NV Pallet 48 48 40 72 80 302.4 No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice.This literature depicts a product design that is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,is not to be copied,altered or used in any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort&Cc brand. M GENERATION I IGHTIN (; 8547901-12: Small One Light Outdoor Wall Lantern Dimensions: Width: 6.. Extends: 71/2" Height: 10„ Wire: 6"(color/Black[White) Weight: 2.3 lbs. Mounting Proc.: Cap Nuts Connection: Mounted To Box Bulbs: 1 -Medium A19 60w Max. 120v-Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards • Title 24 compliant if used with Joint Appendix(JA8)approved light bulbs listed in the California Energy Commission Appliance database. Material List: 1 Body-Aluminum-Black Collection: Crowell Safety Listing: Safety Listed for Wet Locations Featured in the decorative Crowell collection Instruction Sheets: 1 A19 Medium 60 watt light bulb Trilingual(English, Spanish,and French)(990W8_47901-CRO) Satin Etched glass shade Easily converts to LED with optional replacement lamps Meets Title 24 energy efficiency standards UPC#:785652107924 Finish: Black(12) Shade/Glass/ Diffuser Details: Part Material FinishQuantity Item Number Length Width Height Diameter Fitter Shade Top Shade Top Shade Top Diameter Length Width Diameter Shade Glass Satin Etched 1 E560199-619 7 3 15/16 Backplate / Canopy Details: Type Height/Length Width I Depth Diameter I Outlet Box Up Outlet Box Down Back Plate 4 13/32 4 13/32 1 3/4 13 1/4 6 3/4 Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Frt.Class UPS Ship Individual 8547901-12 1 785652107924 13 9.25 8.25 0.574 3.1 175 Yes NJ Pallet 135 48 40 73 81.111 419 No NV Pallet 135 48 40 73 81.111 419 No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice.This literature depicts a product design that is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,is not to be copied,altered or used in any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort&Cc brand. RECEIVED I NOV 3 0 2022 you rl6d1 own Planning Board RSS lob Name Client Name AV POLES is LIGHTING 43827 Division St. lob Location: Quote: Lancaster,CA 93535 3- 11 - Toll Flee (844)770-AVPL Fax: 6611945-2764 POLES & LIGHTING Type Quote Date: sales@avpltg.com www.avpltg.pltg.com 3" ROUND STRAIGHT STEEL (0.120 Standard Wall) Drilled Mount W/Pole Cap �- or Tenon Mount 14' 12' 10' 8' 3"x 5" Hand Hole w/Cover 6' I Removable / 2 Piece / Base Cover t SHAFT: Commercial-quality, hot-rolled, carbon steel tubing with a minimum ■ . O yield strength of 46,000 PSI,conforms to ASTM A500 grade B. DBZ BLK WHT GRY GRN GROUNDING: Provision; 3/8-16 Threaded stud welded to inner shaft FINISH: TGIC thermoset polyester powder coat finish is electrostatically wall opposite hand hole.Flat washer and hex nut provided. applied at a 3.0 mil minimum thickness. A five stage metal pretreatment process and sealer provide maximum corrosion resistance.The powder top HARDWARE: S304 stainless steel coat is baked in excess of 400 degrees for supreme endurance. POLE SCHEDULE E.P.A. DATA SCHEDULE Calculations based on sustained wind forces plus additional 1.3 mph gust. CATALOG POLE SHAFT WALL BOLT ANCHOR MAX. 70 MPH 80 MPH 90 MPH 100 MPH NUMBER HEIGHT SIZE GAUGE CIRCLE BOLTS FIXT.WT. RSS-083-1 1 8' 03" 11 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A RSS-103-1 1 10' 03" 11 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A RSS-123-1 1 12' 03" 11 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A RSS-143-1 1 14' 03" 11 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A [RECEIVED NOV 3 0 T 2 L--__ Southold tow Planning Board ANCHOR PLATE - STL-1 Template ANCHOR PLATE:Fabricated from hot-rolled carbon steel plate conforming to I ( 10.00 X 10.00 X 0.75 Anchor Plate ASTM A36 meets or exceeds minimum yield strength of 36,000 PSI.All welds 8.00.1 1.00"DIA.Bolt Circle shall conform to AWS D 1.1.Base plate and shaft are circumferentially _ welded top and bottom. ANCHOR BOLTS Bolt Projection Above Grade ANCHOR BOLTS: Fabricated from hot-rolled carbon steel bar with minimum Minimum......3.25" yield strength of 55,000 PSI. Bolts are fully galvanized and conform to Maximum......3.75" ASTM-F 1554 A55. Each bolt is furnished with two hex nuts and two flat washers. BASE COVER 4"-6" BASE BOLT COVER: Two-piece standard full base cover is fabricated from • 4" heavy gauge quality carbon steel and pretreated with corrosion inhibitors. Provided with 5304 stainless steel hardware. Spun and cast aluminum covers are available. 12" HAND HOLE Pots HAND HOLE: Reinforced 2"x 4"hand hole is located 18"above base. Cover and attachment hardware provided. TENON OR DRILL MOUNT ® • TENON MOUNT: Available with 2.375"O.D.or 2.875"O.D.tenon OR • DRILL MOUNT: Removable top cap provided with drill-mount poles GFI RECEPTACLE e� OR GFI-METAL COVER: 2 gang vertical GFI receptacle with NEC 2017 Section P 406.9(6)(1)compliant metal cover. � GFI-WEATHER PROOF IN-USE COVER: 2 gang vertical GFI receptacle with In Use Non Metallic cULus listed cover. ORDEIING INFORMATION AVPL-RSS - - - - HEIGHTY SHAFT SHAFT WALL MOUNTING GFI ACCESSORIES FINISH 8' 3" 0.120" PT23 GFI BEB DBZ 03"Round I I Gauge 02.375"TENON with METAL COVER BANNER EYE BOLT DARK BRONZE 10' PT27 GFI CPLN BILK 02.875"TENON with WEATHER PROOF THREADED COUPLING BLACK IN-USE COVER 12' 1 @90 BA WHT POLE DRILLING BANNER ARMS WHITE 14' 2@90 BH GRY POLE DRILLING BASKET HOLDERS GREY 2@180 FH GRN POLE DRILLING FLAG HOLDERS GREEN 3@90 GALV POLE DRILLING GALVANIZED 3@120 j POLE DRILLING 4@90 POLE DRILLING CONTACT CONTACT CONTACT FACTORY FOR FACTORY FOR FACTORY FOR ALL RAL COLORS HEIGHT OPTIONS DRILLING OPTIONS DETAILS AVAILABLE RECEIVED NOV 3 0-2 0-22 S Southold Ton Planning Board AV POLES&LIGHTING Job Name: Client Name: 43827 Division St. - Lancaster, 4 93535 Job Location: Quote: Toll Free:(844)770-AVPL ,A&NOor WHFax:(661)945-2764 Type: Quote Dote: sales@avpltg.com POLES & LIGHTING www.avpltg.com WEST HOLLYWOOD BASE (1 PIECE) DESCRIPTION The WH base is ideal for courtyards, pathways,municipal,and commercial decorative light pole applications. FEATURES Welds to 4"or 5"O.D.smooth or fluted round aluminum shafts. One piece corrosion resistant cast aluminum construction with minimum wall thickness of.250" Hand hole fabricated into base. 18' Stainless steel hardware. MAX TGIC thermoset polyester powder coat finish is electrostatically applied at a 3.0 mil nominal thickness. A five stage metal pre-treatment process and sealer provide maximum corrosion resistance.The powder top coat is baked in excess of 400 degrees for supreme endurance. Bolt Projection 015" 3.25"-3.75" 37.5" -- 10'B.C.D. EATABLE FDO ANCHOR PLATE ANCHOR BOLT I I _ WET DETAIL DETAIL 01" LOCATIONS ORDERING INFORMATION AVPL- - - - - - - BASE SHAFT HEIGHT SHAFT WALL MOUNTING FINISH ACCESSORIES WH 4S 10' 125" PT23 DARK BRONZE GFI 04"SMOOTH 02.375"TENON with IN-USE COVER 4F 12' .188" PT27 BLACK BEB 04"FLUTED 02.875"TENON BANNER EYE BOLT 5S 14' POLE WHITE CPLN 05"SMOOTH DRILLING THREADED COUPLING 5F 16' GREY BA 05"FLUTED BANNER ARMS 18' GREEN BH BASKET HOLDERS FH I FLAG HOLDERS CONTACT CONTACT CONTACT FACTORY FOR FACTORY FOR ALL RAL COLORS FACTORY FOR HEIGHT OPTIONS DRILLING OPTIONS AVAILABLE DETAILS '�------tee RECEIVED NOV 3 0 2022 L-- - Soutfioici Town Planning Board HardiePlan k SELECT CEDARMILL°&SMOOTH Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in` rhickness 5/16 in Exposure 4 in 5 in 6 in 7 in 8 in Length 12 ft planks Prime Pcs/Pallet 360 308 252 230 190 ColorPlus Pcs/Pallet 324 280 252 210 — Pcs/Sq 25.0 20.0 16.7 14.3 12.5 SELECT CEDARMILL° Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' STATEMENT ✓ COLLECTION" DREAM ✓ V/ V/ V/ COLLECTION'" PRIME V/ V/ V/ V/ SMOOTH Width 5.25 ir 6.25 in 7.25 in 8.25 in 9.25 in' STATEMENT ✓ V/ OLLECTION- DREAM ✓ COLLECTION" PRIME ✓ V/ V/ V/ BEADED CEDARMILL° BEADED CEDARMILL°&BEADED SMOOTH Width 8.25 in Exposure 7 in ColorPlus 210 Pcs/Pallet Pcs/Sq 14.3 STATEMENT COLLECTION" DREAM ✓ COLLECTION" BEADED SMOOTH PRIME wool '9.25 in widths do not feature the drip edge RECEIVED NOV 3 0 2022 Southold own Planning Board i 1"ANDERSEN Q Q - WINDOWS i DOORS 1 I I I I I Simulated Divided Light Simulated divided light offers permanent grilles on the exterior and and a choice of permanent or removable wood interior grilles, with no spacer between the glass. i RECEIVED NOV 3 0 2022 Southold Tlwn Planning Board M' ANDERSEN- Q WINDOWS & DOD Is How to Apply Applying Interior Grilles for 400 & 200 Series Patio Doors PLAY • Grille Profiles Exterior grilles and Finelight'm grilles are made of our Fibrex®composite material and will match the exterior color of your window or door. Interior wood grilles are available in unfinished or stained pine, oak or maple, or prefinished white. Grilles are available in widths ranging from 5/8"to 2-1/4". See your local dealer for availability. Chamfer Ovalo Contemporary Finelight'm Contoured 1E711 4=i�� \\\-� 3/4" wide Ovolo Finelight'm Flat Putty RECEIVED NOV 3 0 2022 o��old�fown Planning Board WOODWRIGHT`R' DOUBLE-HUNG FULL-FRAME WINDOWS Woodwright' Double-Hung Window Details Scale 11/2" (38) = 1'-0" (305)- 1:8 41/ 15/16"(33) I I 25/8'(67) Lool Insulating Glass m Jamb lower Sash Jwalb c x 0 0 21/4'(57) us Cal iu . 0 —Low-E4'Insulating Glass 4) E Meeting Rail Pine Stool m = 13/4'(44) �� - - --- (------- 1) " 1/2'(13) L7)" Clear Opening Width 1 2/e' x ao 2 3/e"(60) Sill Stop to Subfloor 1/4'(6) Unit Dimension Width (47) 1/4"(6) _ 1/2"(13) Dimension Minimum Rough Opening Width Sill Horizontal Section Vertical Section Woodwright'Picture Window Details Scale 11/2" (38) - 1'-0" (305)- 1:8 15/18• 41/2'(114) (33) Jafnb r Low-E4'Insulating Glass Ja�lb x r Low-E4'Insulating Glass o Hesd oil o v €tri E ? Pine Stool 015/8'(41) E t25/8"(16) 15/16 3'(76) Unobstructed Glass Width 3'(76) u-, 23/8'(60) (33) - ------ _..._......................... ._. 1/4" Unit Dimension Width1/4" -- 1/2'(13) X (6) Minimum Rough Opening Width (6) Sill Horizontal Section Vertical Section •Light-colored areas are parts included with window.Dark-colored areas are additional Andersen'parts required to complete window assembly as shown. •Minimum rough openings may need to be Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items.See installation Information on pages 210-211. •Details are for illustration only and are not intended to represent product installation methods or materials.Refer to product installation guides at andersenwindows.coin. •Dimensions in parentheses are in millimeters. 'Clear opening height dimension is less on arch,unequal leg arch and Springline'hung windows. 64 RECEIVED NOV 3 0 2022 i _ Sou$io61 n Planning Board *(I) • Urethane Crossheads(/urethane-crossheads.html) Door&Window Millwork(/door-and-window.html) Crossheads(/crossheads.htt IJ 27-INCH BOTTOM WIDTH X 30 7/8-INCH TOP WIDTH X 7 1/4-INCH H X 1-INCH P TRADITIONAL CROSSHEAD WITH TRIM by Ekena Millwork(/mm5/merchant.mvc?Screen=s&q='&prepend=filter.manufacturer=Ekena Millwork) 48 customer reviews I Ask a Question Item No.: CRH07X27 HEIGHT PROJECTION BOTTOM WIDTH TOP PROJECTION TOP WIDTH 7- '/4" ill 27" 2- '/4" 30- '/B" CHOOSE SIZES AND OPTIONS... Size(Bottom Width x Top Width): 27" Bottom Width x 30 112" Top Width Live Chat RECEIVED NOV 3 0 2022 S_-_. Southold Town Planning Board — *(/) • Non-Wood Corbels&Brackets(/non-wood-corbels-and-brackets.html) Corbels,Brackets,Rafter Tails(/corbels-and-brackets.html) PVC Brac iJ 2-INCH W X 6-INCH D X 6-INCH H STANDARD HUGHES ARCHITECTURAL GRADE PVC BRACKET by Ekena Millwork(/mm5/merchant.mvc?Screen=s&q='&prepend=filter.manufacturer=Ekena Millwork) 1 customer reviews I Ask a Question Item No.: BKTP02X06X06HUG WIDTH HEIGHT DEPTH 2" 6" 6" CHOOSE SIZES AND OPTIONS... Size(Width x Depth x Height): 2"W x 6"D x 6"H v QUICK OVERVIEW h These brackets are truly unique in design and function. Primarily used in decorative applications PVC brackets t'an make a dramatic difference in kitchens, bathrooms,entryways,fireplace surrounds, and more. This material is also perfect for exterior applications. It will RECEIVED NOV 3 0 2022 Sout o Cl Town Planning Board HardiePlan k SELECT CEDARMILL°&SMOOTH Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' Thickness 5/16 in Exposure 4 in 5 in 6 in 7 in 8 in Length 12 ft planks Prime Pcs/Pallet 360 308 252 230 190 ColorPlus Pcs/Pallet 324 280 252 210 — Pcs/Sq 25.0 20.0 16.7 14.3 12.5 SELECT CEDARMILL° Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in` STATEMENT ✓ COLLECTION" DREAM ✓ V/ V/ V/ COLLECTION'" PRIME v/ V/ V/ V/ V/ SMOOTH Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' STATEMENT DREAM ✓ V/ COLLECTION"' PRIME v/ ✓ ✓ V/ BEADED CEDARMILL° BEADED CEDARMILL°&BEADED SMOOTH Width 8.25 in _ Exposure 7 in ColorPlus 210 Pcs/Pallet Pcs/Sq 14.3 STATEMENT COLLECTION'" DREAM ✓ COLLECTION'" BEADED SMOOTH PRIME ......r "9.25 in widths do not feature the drip edge RECEIVED NOV 3 0 2022 L—Southold Town Planning Board r f *(/) • Columns,Capitals&Bases(/columns.html) Square Columns(/square-columns.html) L.J 10-INCH W X 8'H PREMIUM SQUARE NON-TAPERED SMOOTH PVC COLUMN WRAP KIT, STANDARD CAPITAL & BASE by Ekena Millwork(/mm5/merchant.mvc?Screen=s&q='&prepend=filter.manufacturer=Ekena Millwork) 41 customer reviews I Ask a Question Item No.: CC1008ENPCSCS WIDTH HEIGHT DEPTH INSIDE WIDTH 9-%" 96" 9-%.. 8-%" PRINT SPECS (https://www.pacificcolumns.com/php/column-builder/specs_columns_print.php? itemGroupSku=CC 1008ENPCSCS&IeadSource=architecturaldepot.com) CHOOSE SIZES AND OPTIONS... Column Dimensions: Live Chat 10" Width x 8' Height Column Shaft (Wraps up to a 8 3/8" square post) RECEIVED NOV 3 0 2022 Southold Town Planning Board #1 Home Improvement You're shopping Delivering to Fairfield,CT v 06824 v Search Cart 10 items t7 •OPEN until 10 pm 1 13 Home / Building Materials / Moulding&Millwork / Appliques Internet#310318252 Model#Pl3P040X080X100FOS00 Store SKU#1004518351 �19 Ekena Millwork (Brand Rating:4.0/5)0 1 in.x 4 in.x 8 in. PVC Standard Foster Plinth block Moulding with Square Edge a ****• (2)v Questions&Answers(3) J Q U M .0 a a i O �r Hover Image to Zoom $895 Product Height(in.):8 a Product Width(in.):4 F (How to Get It Delivering to:06824 1 Change % � Ship to Store Ship to Home Scheduled Delivery Pickup Get it by RECEIVED Nov 3 0 202z Southold '`own Planning Board 0. 125" X 48" X 96" WHITE PVC TYPE 1 SKU: PVCWHT0.125EXT48X96 Item Weight: 23.4 Ib Sales Unit: EA 6A 0.125" X 48" X 96" White PVC Type 1 $118.73 Quantity 1 - 2 3 - 9 10 - 24 25 - 49 50 + Price $118.73 $106.86 $101 .27 $92.89 $89.40 Add Cutting to your order! just enter the finished size that you need cut from this item. We cut sheet, rod tubes and shapes of plastic.The cutting rate is based on the entire order and we charge by the cut. Pick the correct rate or your order will be delayed. Cutting Info RE_CEI�ED LIND 3 0 2022-- 6- �oTd_iownnning Board / r PROJECT ENGINEER: �' G0 de n / Civ!/Engineering 4 Construction Management CALCULATIONS ® de Bruin Engineering, P.C. REQUIRED PARKING: 1400 Old Country Road-Suite 106 / CHURCH: 112 SEATS @ 1 SPACE/4 SEATS Westbury-New York-11714 AW / TOTAL REQ'D:28 SPACES+2 STAFF SPACES 516.513.1313 -516.579.2574 Fax UP PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING @ 2 SPACES/SINGLE-FAMILY DWELLING DI EXISTING DWELLING PARKING: 1 SINGLE FAMILY DWELLING @ It is a violation of Section 7209 of the �B(27.0) / 2SPACES/SINGLE-FAMILY DWELLING New York State Education Law for any person, unless he is acting under the / TOTAL SPACES REQUIRED: direction of a licensed professional ' 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES engineer, to alter any item on this drawing in any way. If the drawing is AWp EX.GA6E1415TOTAL SPACES PROVIDED: 8) altered under the direction of a i 26 SPACES + 6 GRASSPAVE SPACES +2 HANDICAP SPACES =34 TOTAL SPACES professional engineer, the alteringengineer shall affix his seal to the l X281 na \ *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. drawing With the notation "altered by" UP followed by his signature, the date of ' N L REQUIRED LANDSCAPED ISLANDS: alteration, and a specific description AW EXISTING 71 SF ON-GRADE 6� �� 10 SF PER PARKING SPACE X 34 SPACES=340 SF REQUIRED of the alteration. qyt WALKWAY TO BE REMOVED,,, ' DNE o S � )x \ d 414 SF PROVIDED �- % EXISTING 125 SF PORCH+ 0 �O�O PRO STEPS TO REMAIN \\ "UP PROPOSED 89 SF ON-GRADE W•Vo V ?/y \ � W/L CONCRETE WALKWAY AW pC8 (26.9) ; \1 FL(c P�� \� `O /1,� L E G E N D AWS ` i W.Vo G. HYD. EXISTING 596 SF ON-GRADE i ,' ✓ �� 'n��A- �� ------- PROPERTY LINE NS NO STOPPING SIGN oV WALKWAY TO BE REMOVED UP' / , O* ,p�j� ti EXISTING SIGN EXISTING TO XI REMOVED / �`�S � x\ REVISIONS DATE PARISH HOUSE p / y oW.V. ^, //i AWN � � / AQ���A- - - -- - OLD CHURCH FOOTPRINT NP NO PARKING SIGN APRON EXISTING 52 SF FFE:31. G i `� PORCH+STEPS �j �L EXISTING IMPROVEMENT SS v ( - - STOP �,, TO REMAIN C� � TO BE REMOVED SIGN 5\G PLANTING\\ �� �, vc 'x �. '' PROPOSED 976 SF ON GRADE CONCRETE WALKWAY9 EXISTING FENCE AW ARROW SIGN EXISTING /° � / �`.. \ .. /'� a , " . (28.4)X TO BE REMOVED EXISTING CONCRETE CURB CONCRETE CURBy <'0 / \ , y`t/ °- EXISTING CONCRETE SIDEWALK- �, - a PROPOSED HANDICAP NYSDOT ENGINEER TO INSPECT EX.SIDEWALK 2 )\ ! --"'`� i' `� ,; ACCESSIBLE ROUTE I L KR KEEP RIGHT SIGN WITHIN RIGHT-OF-WAY TO DETERMINE IF ° „ PROPOSED <o O U 53. OAW REPLACEMENT WITH 5'W.SIDEWALK IS NECESSARY MEMORIAL Z 38,p Z oAW p ooh, 8 GARDEN a v os`�� -T NUMBER OF 10 X 20' UP UTILITY POLE BUDDS PARK / ��* EX.GAS hUpc Fp (729 SF) a (29) Q�o�JRc� '^ `01 PARKING SPACES PER AREA UP W/L UTILITY POLE WITH LIGHT OLINE STUB MEMORIAL ti 4. 33.0, „ ,� ISSUED TO: �, h � /, ,�. . • � � � � f PROPOSED 414 S.F. r AN71 SAW N �\ �� p 'ISLAND' PLANTING BEDS W.V. WATER VALVE KRO UP I_`.� ' Bs, P " LAWNx(28.7) >> + + + + + _ 3.1• �gNrlN a:.; f TOWN OF SOUTHOLD PLANNING 4-1-22 EXISTING 265 SF SHED o G - , Historic Preservation Commission 10-27-2^ PROPOSED 120 SF " 3?r TO BE REMOVED SL SPEED LIMIT SIGN DI OAW '' � \ DRAIN INLET oAW STOOP :._• / :;. .• .' is �,i 4.2' _. � - f;.. \ � �.. •:r:'.. .'� < : `� ' � .:'���` \\ EXISTING 173 SF SHED J LANE Jli 1j. TO BE REMOVED PROPOSED ,� t,,- PROPOSED \ , . \ �\ \\ ,, DNE DO NOT ENTER SIGN HYD. FIRE HYDRANT BEDLINE(TYP.) ° / CHURCH aes \ �`\`\ (28.7)X �� v O '2 / (3950 SF PROPOSED 25 SF - ) srooP \ - G.V. GAS VALVE W•V9 ` / D 3, PROPOSED 735 SF \�'ROPOSED 6 6'� ! z W.Vo EXISTING SIGN � -, ON GRADE CONCRETE \ I - - ?9p 75' PROPOSED 50 SF WALKWAY 1 ASPHALT 8.2)X TO BE RELOCATED o ' / Z r V - `I PARKING r SSp N G1 COVERED PORCH O 120, 100, EXISTING - W.�✓o L ( ��i " �s LAWN GUARD RAIL TC(24.3) Q „ I � ?'0' rag BC c23.8) �-i EXISTING GATE COVERAGE CALCULATIONS UP " PLANTING +3.0 20 - - Y�'tPJ I TO REMAIN U W/L I LAWN oU o= \ \ ' ` i - PROPOSED 8'W. LOT AREA N `" o ��, A MULCH PATH 53,962 SF O a _ (2)H.C.SIGN ALLOWED BUILDING VE a _ CO RAGE 10,792 SF OR 20% I TC 24. °� ' ./ Q. b � - i .. . �= .. ' :; ` :' .. � �- PROPOSED 32 SF BC(23 8) `` " - =1- ' -_-__ % CONCRETE PAD EXISTING LOT COVERAGE ' 10.0' FOR 4'X 8'DUMPSTER DI DI �}+ PROPOSED 2016 SF - - _ / l } Z DESCRIPTION AREA % LOT COVERAGE ON GRADE CONCR�iE PROPOSED i = PROPOSED 6'H. HC HC SOLID WOOD SCREEN OLD CHURCH (APPROXIMATE* 4,400 SF* 8 2%* PROJECT: TC F24.2) - RELOCATED __-WALKWAY ASPHALTO O Z ) ° - SIGN ___---'"" I PARKING / ,% -f ROPOSED WITH GATES Q O / EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% :; O `- t- � FIR UNIVERSALIST n ,;_, - BIKE RACK l '- �_:., a LOCATION �. O EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% - � CHURCH OF �' PROPOSED FLUSH - EXISTING SHEDS 438 SF 0.8% o TRAFFIC STRIPING PROPOSED HANDICAP '' PRbPO$ED' CONCRETE CURB -' SOUTHOLD PROPOSED PROPOSED ASPHALT N ID TOTAL EXISTING COVERAGE «, 6,828 SF 12,7% 5"SQ.X 4'H. �~ _N AS REQUIRED BY NYSDOT ACCESSIBLE ROUTE (2)8'X 20'HANDICAP t - ° PARKING AREAS � W P -R`KING'SPACES PROPOSED CONCRETE Q PROPOSED LOT COVERAGE EXISTING c_i � PROPOSED_- CURBIKU 7)X 1 GRAINOP.9 z (23.9)X (15,575 jSF TOTAL) N WITH 8'X 20'AISLE i O J CONCRETE CURB r' Q HITCHING i EXISTING 7235 SF PROPOSED __6 H:WOOD (ON ASPHALT) PROPOSED 172 SF EXISTING FENCE w 51970 MAIN RD, POSTS GffAVEL PARKING AREA PROPOSED 95 SF DRIVEWAY CONCRETE APRONS TO BE REMOVED 0 F-- DESCRIPTION AREA % LOT COVERAGE SOUTHOLD, NY 11971 TO BE REMOVED CONCRETE APRON CONCRETE CURBING GATE U_ _ + + + + __+-� ` _.-_-_-__-_ --__ + + + + PS O OSED 138 SF V (] EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% PROPOSED DRIVEWAY + + \ - -- + +++++ + p - +1+1 '-r� 1�. N I-- EXISTING DWELLING,PORCH+STEPS 808 SF 1 5% DRAWING TITLE: ENTRANCE/CURB CUT + +-�--+ -.-+- ---__ ___ __ _ ✓� EXISTING 184 SF +- +_� AS PER NYSDOT PLAN BY - - _ , \W w PROPOSED CHURCH 3,950 SF 7.3% - - - -� �.�_ \ 1-�-y - -- PORCHES+STEPS L --*-;`* Z W LONDON ENGINEERING,P.C. TC(24.0) ' PROPOSED 276 SF , Z PROPOSED , PROPOSED CHURCH COVERED PORCH 50 SF 0.1% DATED JULY 6,2020 ® BC(23 9) O 'ISLAND'PLANTING TO REMAIN ) ASPHALT PARKING ° _ Z O TOTAL PROPOSED COVERAGE 5,990 SF 11.1% SITE PLAN PR P. 16 SF a 0 PLANTING 9 I EX.GAS LINE � n�, I NS Z II PROPOSED TO BE OC GRADNCREE - 2U' 20.0' ASPHALT PARKING E RELOCATED`, XIINGLL W LKWAY AISLE TYP. - LINE LOCATION ST - $ - i APPROX.EX.WATER _ 0 _ I r' rn '' 5.0' W _ 22.0' ?DWELLING `' PROPOSED FLUSH L' FFE:129.0 CONCRETE CURB O AISLE SCALE: }� PR POSED '�}' S i PROPOSED FLUSH EX:ONER W�REjO \ 1796 S GRAVEL ted' CONCRETE CURB; Sg�g R P SCALE: 1 " = 20'-0" Vh TRUE NORTH � _ E�E� �R��° _ PA KING o o w /?s� 2 P C� As� o LAWN 35.0' y PA'RII j PROJECT � A\CES PROPOSED W NORTH Z INFILTRATION AREA N lei-EXISTING DRAWN BY: NP UP 2S� 6-0"H. 20 10 0 CHAINLINK 20 40 PS _ ' - - 11.5 r�aEo X(24.4) ti PLANTING °� FENCE c� Npp� Cq(�chi -- X(24.4) - - - -- -- - - V 26.4)X```EXISTING CHECKED BY \ �o N74°50' W r p ' C I � � J� I� • 241.64 SCALE IN FEET • tt `, b N74 50 00 W �L PROPOSED 4'H. 4'-0"H. WIRE MESH FENCE LAND N/F OF CHAINLINK RMC (WITHIN HEDGE) FENCE 51750 ROUTE 25 LLC FILE NO. � S.F. RESIDENCE L- ��f ED - CONNECTED TO PUBLIC WATER NOV 2022 L- PROJECT NO. DRAWING NO. SOut oid Town _ Planning Board DATE: G-001 517E FLAN 15/04/2021 SCALE: 111=20'-0" PROJECT ENGINEER: FIRST UNIVERSALIST CHURCH PLANTSCHEDULE de n —0,Engineefing&Consfiuctfon Management i i �� ,✓ i�' QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE 2 Trees TBD TBD 2 1/2" -3" cal. de Bruin Engineering, P.C. 1 AR Acer rubrum Red Maple 2 1/2" -3" cal. 11 Union Avenue Bethpage New York 11714 4 ARE Aronia melanocarpa Black Chokeberry 3 gal. 516.513.1313 -516.579.2574 Fax 18 Al Asclepias incarnata Swamp Milkweed 1 gal. 18 ACS Asclepias syriaca Common Milkweed 1 gal. 32 AT Asclepias tuberosa Butterfly Weed 1 gal. It is a violation of Section 7209 of the New York State Education Law for any 26 ACD Aster cordifolius Blue Wood Aster 1 gal. person, unless he is acting under the 7 BNH Betula nigra 'Heritage' Heritage River Birch 8' - 10' ht. direction of a licensed professional /� j j 772 CP Carex pensylvanica Pennsylvania Sedge 1 qt. engineer, to alter any item on this � 12 CAH Clethra alnifolia 'Hummingbird' Sweet Pepperbush 3 gal. drawing in any way. If the drawing is 3 CFP Cornus florida Flowering Dogwood 2"- 2 1/2" cal. altered under the direction of a / professional engineer, the altering / / y j v / 1 CMD Cornus mas Cornelian Cherry Dogwood 2 1/2" - 3" cal. engineer shall affix his seal to the 200 DP Dennstaedtia punctilobula Hay Scented Fern 1 gal. drawing with the notation "altered by" 250 DF Descham sia flexuosa Wavy Hair followed by his signature, the date of p y Grass 1 al. g alteration, and a specific description S�oee 35 DAF Dryopteris erythrosora 'Brilliance' Autumn Fern 1 gal. of the alteration. / c v�o i 7� 45 FPM Echinacea purpurea 'Magnus' Purple Coneflower 1 gal. �o�F� 433 FGB Fagus grandifolia American Beech 1" cal. �4, 15 GM Geranium maculafum Wild Geranium 1 gal. 20 IGS Ilex glabra 'Shamrock' Dwarf Inkberry 10 gal. i . i��;�� �, ��- � 3 10 Ilex opaca American Holly 8' - 10' ht. p p ��, 6'• O 7 IV Ilex verticillata Winferberry 3' - 4' ht. �19� 0- 9 JV Juniperus virginiana Eastern Red Cedar 8' - 10' ht. % 0, 50 LO Ligusfrum ovalifolium Privet 4' - 5' ht. MV Magnolia virginiana Sweetbay Magnolia 8' - 10' ht. �. 0 20 MSO Mafteuccia struthiopteris Ostrich fern 2 al. g � ; �1. 24 MP Morella ens vanica Northern Bayberry p YI yb y 5 gal. / - P �C�\ �O 3 NS Nyssa sylvatica Black Gum 2 1/2" - 3" cal. - / s � 0�, >v� `�l, REVISIONS DATE Y6- — —i /� Menfago R niy, ., / Birch,fir- � IYY � Rte =`� °°kesGaaenP/em ,0 20 OC Osmunda cinnamomea Cinnamon Fern 1 gal o� % CagrornaP aW@39a( 160 PVS Panicum virgafum 'Shenandoah' Switch Grass (red) 2 gal. Hers sm S. ,9 yrnek�@3p36 U at@3.,. 10 PMM Pycanthemum muficum Mountain Mint 1 gal. 1 QA Quercus alba White Oak 3" - 3 1/2" cal. j �0, // I�`T; Ptg'r�`,P�ip IPJ sPY,.,.p v ` • \1 � 1. � �p �" ��®� �pE 60 SSO Schizachyrium scoparium 'Standing Ovation' Little Bluestem 1 gal. = `n cp 300 SH Sporobolus heferolepis Prairie Dropseed 1 gal. 38 VBL Vaccinium angustifolium Lowbush Blueberry 2 gal. LANDSCAPING NOTES: l i ��r'7�/,p �/' -5t "` .t, Assort etlp a/ 1. The use of native, drought tolerant plantings is required in / 1�•� v pa .0 5 Pj .Cetmint 961ueeren, i J i p 9P -call walkers to landing. ��\/ % 288' x 9 0S`"�h Bn1`n�r W _ �� 2. Irrigation is limited to 15 percent of the total parcel area. CID ,' a� + 49dontanfi Gra°"sH'eke 3. Only the use of organic fertilizers is permitted where the water mandra soluble nitrogen is no more than 20%of the total nitrogen in the ISSUED TO: n / /// I Meda @ 709ai G �� mixture. S o J a,• ® 4. A maximum of 1 Ib. of nitrogen per 1,000 square feet is 5 / e application TOWN OF SOUTHOLD PLANNING 4-1-22 permitted in any one application with a cumulative Pe S9 Sl�n .0' / °Pn " se of no more than 2 lbs. per 1,000 square feet per year. Green r ° z38 9htpL" YeW °°°@30•• 5.The application of fertilizer products containing nitrogen, - - P TUCKERS j � T LANE�T I I / 7 � °tikes Gardery"'la 8 , phosphorus, or potassium is prohibited between November 1 st J1 '�J C E R S �L1--�1�l � "yaW � E and April 1st. r @ s9at- f 9 A r�aH,,,eo ! 2� � 2 I ,03• -�, -_.area xWeoaJz � ��� L E G E N D ., n ouotalnB��gal N� --"n o G7 � eel o d G o777 I j Mrss ki 'ass@ l�al @30,. r - - _.._.----- PROPERTY IN 9 L E �,,.-. I OPE y GraciJlis Hinokie ko�ryrn BaYben + --" @-0. . bur Y 5' � @3. p P / h AP.gssorf 70 D �ponos @ 59a1. q, RAIL /� � ed P .. Ylvanra / .`1 pp,F,F i/ LrroAe bi eranHl 9e @Pie �l RD - \ I� i °atmet 9biva Mix sed EXISTING TREE TO REMAIN W e ;rt«l�8/Veda%e�eW A g EXISTING TREE TO BE REMOVED Iq 1 I C 1 star, Sn) 20 t3.SP P .. Blue AnOelJun,Per �r{ °b I I UTILITY POLE W -� Sol" 13 p• 2.0 �A + 1 Salk �Q UTILITY POLE WITH LIGHT f 4p P � i M ( � - � j L ILL r _. ... + .. i. Par, WWW......... +.+ + +* + ti_ sylva,se Z L PROJECT. Y d9e@plugs + Z `Q ` + o�� FIRST UNIVERSALIST + J V CHURCH OF �' �eMsglvantaS I oma� SOUTHOLD I � arax sN'cra @ f 9e�Pugs � � Li � I i I 9a1. �p0 51970 MAIN RD, 000 SOUTHOLD, NY 11971 , �W (� DRAWING TITLE: i Pv W z °� '� � Z M AvAv Calhorni Priv U a et@3a• llP� p�Pe pv MPv SITE PLAN a. Pv M -Norther ij-�' Z 'Av - ®-q + 'Lilt, berry @ 2ga1 pv U— + , ") �Avyw'k4 sfa,n l � J Pv Pv Ny Ga" .) N iPv M pv + oh ass u M M M pv + f .. Pv M M M M SCALE: TRUE NORTH o Pv M o _ 0 Pv ;`Pv Pv: �.✓— + + + $ * ) ,..., SCALE : 1 .. 20'_0�� Av 4 Pv P, '-_` _tri-'.-- .__-"�✓'-t.""�-_ M Pv._ Av Pv. • Av Av Av M M Av' pv; 1 , P.<:Pv Ava M Pv M ,,;,, �-- M M Q. M Pv -Pv M t M ���i^ NJ �1 \CL �rw' MM Avg P z M ki M M M J M M M pmaPv M M DRAWN BY: PS GRED Aqc c3 c� PROJECT N74050'00"'W `� �' 1`HAiM-!NK rrNcr AioNc LINE 247.04' CHECKED BY: cr � t� NORTH Ga"`°r°`aPr-�et@3.,. LAND N/F OF RMC 20 10 0 20 40 51750 ROUTE 25 LLC S.F. RESIDENCE FILE NO. 1 CONNECTED TO PUBLIC WATER RECEIVED SCALE IN FEET NOV 3 0 2022 PROJECT NO. DRAWING NO. ■ ■ L-South- &Fd Town i iver i Rims rc oil 0 — n c e n Planning Board G-002 O02 DATE: MW 15/04/2021 Srf4LF—: IH = 20'-0" / Gy PROJECT ENGINEER: G n /Engineering&Construction Management de Bruin Engineering, P.C. 11 Union Avenue Bethpage New York 11714 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the o. New York State Education Law for any person, unless he is acting under the / / direction of a licensed professional /o o.o b.oengineer, talter item on this drawing ina any way. If the drawing is altered under the direction of a o.o 0 0.0 0.0 0.o professional engineer, the altering / ' R$ti engineer shall affix his seal to the / 0.0 0.0 0. 0.0 o .0 0.0 drawing with the notation "altered by" tk � followed by his signature, the date of / , � alteration, and a specific description o + q..® + 0 0 .o�b o.o o.o o'� o.o of the alteration. +o.Cc�G �� a.o o. o.o '0.0 '0.0 +0.0o.o o. o. o 0�.z 0 0.0 + �\ � ` .1 0.0 0.0 0.0 0.0 0.0 0.0 0 0 /?'o,.o � G / ® 0 0 0,� �00 �0� + 0 0.1 0.0 0. 0. 0.0 0.'��0 0.0 0.0 0.0 / + 6� �� CO 0. 0 0.2 0.2 0.2 0.0 + 0 � .0 0.0 + 0 0.0 0.0 0.0 0.0 /L / O / �5�Q / G� s. �j^ 0 0. + + 4 6 � off+ �`' ��� / 0.0 3 0.3 0. 0.4/ 0.1 0.0 0.0 0.0 0.0 0.0 0.0 to �� � � G �. 'Lox, ti / O P o / + .0 0.0 0. .0 0.4 0.6 0.6 /0 7 0.8 .1 L��� �9�� 0.0 0. 0.0 0.0 0.0 0.0 0.0 ��lr �iy REVISIONS DATE �' Q` Q O 0 0. 0 0.1 0.2 1.1 1.1 Z 1.01 1.2 1.2 a0 OG %.0 0 0.0 0.0 0.0 0.0 / 0 ,��0 0. 0.2 0.2 2.3' 1.5 1.4 1.5 1.' 4.7 .1 �`\ �� 0 ��� 0.0 0.0 0.0 0.0 0.0 0.0 G 0 // UTLD-PAl-40-727-N1QW -��" -"~ ' • '-••'1 '7••sl� 0. s6 QO 0.2 0.2 0.4 .2 + •2 l $ 1 MH. 12 5 1.\ 2 6.1 0. 0.1 1 `.1 0,0 0.0 0.0 0.0 0.0ip � UTLD PA.1,40-727-U-T" � I + MH: 2+ + , + �• + 0 0.0 0� 0.1 0.2 0.3 %l.3 2.3 2.6 2,1 1L,2 1.5 .1 0.5 0.3 0.3 :,2 0. 0. 0.0 0.0 0.0 0.0 0 0 0 0.2 0.3 0.4 0. 2. 2 7 2.7 1. 0.9 0.7 0.5 0.s 0.4 0.4 0.3 0.3 d' 0.0 0.0 0.0 0.0 CID / •p „� / 30, zs ISSUED TO: j�.0 0. 0.) 0.1 0.3 0. 0 2 1 1.7 1,6 Q. 0.3 0.2 0.6 0.7 0.6 0. 0.3 0VQ 0.0 0.0 0.0 0.0 F718.° // _ t ` 00 °° 0.7 1.0 1.1 0.6 0.4 �.�0 0.0 0.0 0.o TOWN OF SOUTHOLD PLANNING 5-11-22 ° I / 0 0 0- 2 1. .1, 1 0 9 .. 0.7 1.0 O 320, StatArea-1 / �� wall sconce + 18.0, + 0 0a. 0. 0. MH: 12 �' 0.7 1.0 1.0 1.2 1.5 1 .9 0.6 0. 0 0.0 0.0 0.0 0.0 Illuminance (Fc) ?38' Average = 1.03 `/{ l •` (' I Maximum = 3.6 //- UTLD-PA1-40-727-U-5WQ 1' I Minimum = 0.1 0 0.0 .0 0.2 0. 1, 2, wall sconce /' 0. + 6 Q 1.4 121.5 0 1. 2 0.7 0.4 0.0 0,0 0.0 0.0 0.0 r"¶�1�Ir T C KE R L �I E Avg/Min Ratio = 10.30 ' MH: 12 '9 II SI'lll ��l.11 LANE I Max/Min Ratio = 36.00 p "/ -` •/• `. •. �'� 1� O YYY /0. 0.0 0.1 0.2 0. 1 "Q 1 4 280.0.4 0.7 1.0 +1.4 1.4 1.6 1.3 1.1 b.7 0.4 0.2 0.1 0�4(Z "�.® 0.,o b.o I 3 p 1V V O / 6- 0 + .0 0.0 0.1 0.3 O.5 0. 1.1 2s.°, 0.2 0.7 1.0 1.2 1.9 1.6 1.2 0.9 0. 0.4 0.3 0. 0 2 0 0.0 0.0 o m li Q 4 r4.31 n Atpt 0 0. 0.1 I0.5 0. 0. 1 0 1.2 1.y�o, 0.8 1.1 1.3 1.4 1.3 1.1 0.8 0 6 0.4 0.3 0.2 0.1 0. --4k0 0.0 0.0 o.s CM ira 'O MH: 1 1- .. ' 0.0 YO 0.1 0.3 10.5 //0.8 1: 1 + 1.4 0. 1.0 1•. 1.5 1.4 1.3 1.0 0.6 0.5 0.3 0.2 i0.2 0. 0 0.0 0.0 UTLD-P 1 .4_�-777--U-SWQ 1&g ' 0 0.0 0.1 0.2 4 0.7 1.0 ;6 . 3 1.2 0.9 0.5 0.5 0.9 1.2 .9- 1.9 1.5 1.4 1.2 1.0 0. 0.5 0.3 D.2 0.2 �u0.0 0.0 0.0 UTLD-PAI-40-727-U-5WQ W .0 0110 0 0.1 0)• 0.4 0.6 0.8 1.0 1.3 1.2 0 0 7 ' ' fl 0 4 0 3 +0.4 0.7 1.0 'l. 1.3 0.8 +2.0 1.7 - 1.4 1.2 1,2 +1 0.7 0.5% 3 0.2 J.O 0.0 0.0 �J c� a »- Lo 0(� 0 0.1 A.2 0.3 0.5 0.6 0.8 0.9 0.9 0.8 0.6 0.5 +0 4 0.4 0 5 o.7 1.0 1.4 1.5 2.0 1 7 1 6 .H 7., 1.7 1.3 1.0 6.7/ 0. 0.3 0.0 0.0 0.0 z O PROJECT: l I 0 0.0 0 Q�.'2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0 0.5 0 6 0.7 0.9 1.2 1.5 1 1 7l 1L 9 1; 2.0 1.6 1.4 %/ + .0 0.6 0.3 V.0 0.0 0.0 Z I ( !+ 0 j ���/// \/ z :3Q Calculation Summary FIRST UNIVERSALIST 0.0 110 0 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 �+O �AO7 _ 0.6 0 6 0.7 09 1.2 1.4 1 5 1 7 2. 2 0 2.0 1.7 1.1 0.7 0.4 0 0.0 0.0 0.0 O U Label Avg Max Min AV /Min Max/Min `^/�`'� UTLD-PAl-40-727-U-5WQ Q J V CalcPts 1 0. 52 3 . 6 0 . 0 N.A. N.A. CHURCH OF 1 •�1 MH: 12 = 0.0 cv ,0 ( 0.3 0.5 0.7 0.9 1.0 0.9 0.9 0.8 0.9 1.0 1.0 0.9 0.8 0.8 0.9 +1.l 1.3 1.5 1.5 1.6 1.7 2.0 2. 2.6 2.1 1.6 1.1 0.7 0. ( 0.0 + .0 0.0 0 _ m StatArea 1 1 . 03 3 . 6 0 . 1 10 . 30 36. 00 SOUTHOLD 0.0 0.0 0 O.s 0.7 0.9 1.2 1.4 1.2 1.2 1,1 1.2 1.3 1.5 1.2 1.1 1.1 1.1 1.2 1.s 1.8 1.6 1.6 1.9 2.2 2. 2.8 2.2 1.6 1.1 0.6 0. I 0 o.o 0.0 0.0 N 0 O 51970 MAIN RD z ( O Luminaire Schedule O UTLD-PAI40 "17-n-5WQ UTLD PA1-40-�27 U-5WQ UTLD-PAl-40-727-U-5WQ Q SOUTHOLD, NY 11971 :1: + + MH: 1 + + MH:+1 MH: +12 2 Symbol Qty Label LLF 0.0 0.0 0 _ _-- --- _ _____- _ .____ _ _ _-- _ .___.- _ 6 2.1 1.6 1.0 0.6 0. 2 0.0 0.0 0.0 V I o DRAWING TITLE: - - 9 UTLD-PAl-40-727-U-5WQ 0. 900 + + + + + + + + + + + + + + + + + + I r; + + + + + + + + + + + + + + + + °TLD-PAl-°°-727-°-5WQ 171 2 UTLD-PAl-40-727-U-T4W 0 . 900 I + + ++ + + + + + + + + + + + + + + + MH: 12 �� U 0.0 .0 ' .0 0.5 0.9 1 1.7 1.5 1.4 • -4•.5-7.2-- t-. T.6-i.'6- ' i -�.��i 1.5 +2.3 1.6 + z 0,0 0.0 0.0 Z Uj Z 2 wall sconce 0. 800 I OG Z 2 sign lite 0 . 600 0.0 .0 0.5 0.8 + 0 1.3 1.5 1.2 1.3 1.2 1.3 1.3 .6 1.2 O 1.1 1.2 1.4 1.7 1.4 1.5 b 3.1 2.7 2.8 1.8 1.3 0.8 0.5 0. ( 0 0,0 0.0 0.0 Z 0 SITE LIGHTING PLAN �l 0.0 �0. 0 0.4 0.5 + 8 1.0 1.1 1.0 0.9 0.9 0.9 1.1 1.0 32_.4 0' 1.2 1.1 1.3 j 3.0 3.2 2.7 1.6 1.0 0.6 0.3 0. 0, 0.0 0.0 0.0 I /'\ O UTLD-PAI-90-727-U-T4WC) LLJ I II I 0.0 ,Q. .0 0.2 0.4 0 5 0.6 0.7 0.6 0.6 0.6 0.6 0.7 I 0.5 �� o Z a 7 0.8 1.4 3.1 3.6 2.3 1.2 0.7 0.4 0.2 0. I 0. . 0.0 0,0 �1 W U ^ o -- - - - SCALE: cv � �' � 0.0 .0 0.2 0.2 + 3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 ,� 0.3 0. 0.5 0.7 .01 8 0 I 0.1 ^C0•�0 0.0 0.0 10 1 u - TRUE NORTH o.o .0 0.l 0.l c� -_- _ _ _ _ _ _ _ �2 0.2 0.0 .0 0.0 0.0 0.1 0.3 0.� 0.4 5 0.1 60 0.0 0.o SCALE : 1 - 20'-0" `0 W PROJECT 00 + + + < P .0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.l 0.1 o.l 0.0 0.1 0.2 0.2 .0 3 0 0.0 N-0.0 0.0 0.0 NORTH w Z DRAWN BY: A Io 0.0 0.0 .0 0.0 o.0 0.0 0.1 +o.1 +b.10.1 0.1 0.1 0.1 0.1 0.1 o.o 0 0.0 0.0 +o.o 0.1 +o.10.1 .5 + 0.0 0.0 0.0 0.0 0.0 20 10 0 20 40 . - . - . _ . PS ,�VkED ���ti. 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 .2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0 0.0 0.0 fi N74°50•0�"W f! 4' CHAINLINK FENCE ALONG LINT a 0g,, CHECKED BY: N7¢0,50 00 W, 2421.64 SCALE IN FEET �! o.0 0.0 0.0 0.0 0.0 0.o a.o o.o o.o o.o o.o o.o o.o b.o 0.o b.o b.o o.o +o.o o.o +o.o o.o +o.o o.0 0.o o.o o.o o.o 0.0 L°I�ND0 �1/ 00 .0 0.0 +o.oo.o 0.0 RMC ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 o.0 0.0 0.0 o.0 0.0 +o.o 0.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �5�750 RWSMY LGo 0 0.0 0.0 0.o RECEIVED FILE NO. S.F. �___ o.o o.oo.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 +o.o b.o +o.o o.0 +o.o o.0 o.0 0.0 o.0 0.o b.o +o.o o.0 +o.o +o.o o.o +o.o c�N 0. TO P. 0.0 W 0.�ER,o b.o +o.o N O V 3 0 2022 Southold Town PROJECT NO. DRAWING NO. 0.0 0.0 b.o 0.0 b.o 0.0 b.0 b.o 0.0 0.0 0.0 'o.o +o.o b.o b.o +o.o +o.o o.o +o.o +o.o o.o +o.o +o.o o.o +o.o +o.o +o.o b.o 8.0 +o.o L Planning Board J DATE: SL-001 SITE FLAN 15/04/2021 5r-,ALE: 1 "=20'-O' I 1W 10 r+v° PROJECT ENGINEER: i ti19 de n i � i' /" � Civi/Englneeiing&Conslruclion Management CALCULATIONS Bruinde REQUIRED PARKING: 1400 0 dCountry Road-Suite 106 i CHURCH: 112 SEATS @ 1 SPACE/4 SEATS Westbury-New York•11714 AW TOTAL REQ'D:28 SPACES+2 STAFF SPACES 516.513.1313 •516.579.2574 Fax / UP \� PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING @ y %' 2 SPACES/SINGLE-FAMILY DWELLING It is a violation of Section 7209 of the DIEXISTING DWELLING PARKING: 1 SINGLE-FAMILY DWELLING @ " / New York State Education Law for any 013(27,0)" 2SPACES/SINGLE-FAMILY DWELLING person, unless he is acting under the TOTAL SPACES REQUIRED: direction of a licensed professional �® 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES engineer, to alter any item on this i DI drawing in any way. If the drawing is % AWp ��` Ex.GAGRJR�.8) TOTAL SPACES PROVIDED: - altered under the direction of a professional engineer, the altering `��� paryaa 26 SPACES + 6 GRASSPAVE SPACES + 2 HANDICAP SPACES -34 TOTAL SPACES engineer shall affix his seal to the i ' *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. drawing with the notation "altered by" i uP followed by his signature, the date of V,4/L �� ��ti '� REQUIRED LANDSCAPED ISLANDS: alteration, and a specific description AW EXISTING 71 SF ON-GRADE i 6�, PG �� 10 SF PER PARKING SPACE X 34 SPACES=340 SF REQUIRED of the alteration. AWWALKWAY TO BE REMOVED,/\1 ° �` S' ��J• 8�!)X 7 414 SF PROVIDED �DNEO o \ EXISTING 125 SF PORCH+ Cp�'� 0 0,0 z PRO STEPS TO REMAIN 0 (� UP PROPOSED 89 SF ON-GRADE W.V ' W/L CONCRETE WALKWAY � X CB 26.9 � �%k� 90 9\9Jli � �y _ � �1' �� AW ( ) 6 f a LEGEND AWP DI yS� � 0` �G �f�_l_ �i(Z /9 HYD. EXISTING 596 SF ON-GRADE / ' A- PROPERTY LINE NS [NO STOPPING SIGN o WALKWAY TO BE REMOVED UP" \`• "n, O• v;OK\ EXISTING SIGN i EXIS1fING, �� AN REVISIONS DATE OW.V. TO BE REMOVED i = PARISH'HOUSE 0 O% 'y 1 r Q OLD CHURCH FOOTPRINT NP NO PARKING SIGN / �L A W N �� FFE:31. APRON ` s EXISTING 52 SF PORCH+STEPS �j �L� _- EXISTING IMPROVEMENT SS STOP SIGN ��� ��'�1 TO REMAIN 0 TO BE REMOVED PLANTING \` ` / � � �� S��<�:-;•h; ,:', PROPOSED 976 SF ON-GRADE CONCRETE WALKWAY 9 EXISTING FENCE EXISTING �' Q ' �' >" `,•. (28.4)X .� TO BE REMOVED AW ARROW SIGN CONCRETE CURB / � � � / • EXISTING I /" c� :.. . a . CONCRETE CURB I EXISTING CONCRETE SIDEWALK / PROPOSED HANDICAP NYSDOT ENGINEER TO INSPECT EX.SIDEWALK O PROPOSED _� �U __ ACCESSIBLE ROUTE KR KEEP RIGHT SIGN WITHIN RIGHT-OF-WAY TO DETERMINE IF „ i MEMORIAL '� ) a N ° 0 53� %AW REPLACEMENT WITH SW.SIDEWALK IS NECESSARY° Clj a�, 3p GARDEN 2 38p �U / 0 O NUMBER OF 10'X 20' UP UTILITY POLE OA W Op 2' t� Ex.GAsch//P SFO 8�• (729 SF) a (29) _ _ ' -_i Q�o�J��r :.{ 'O� 5 PARKING SPACES PER AREA UP w/L UTILITY POLE WITH LIGHT BUDDSPARK /�' LINESTUB c� ' G \ ��� ISSUED TO: MEMORIAL 33 p' PROPOSED 414 S.F. LAW N .�< .�; ,� o� + + + + + w.v. WATER VALVE KRp I s , `•, ,, + + + + + ISLAND' PLANTING BEDS UP e I�,��. �.` :':� L A W NX(28.7) >> Z:' ,,• LgNr�NG�, TOWN OF SOUTHOLD PLANNING 4-1-22 EXISTING 265 SF SHED PROPOSED 120 SF " 3zn, \`.�� TO BE REMOVED SL SPEED LIMIT SIGN DI DRAIN INLET %Aye - \` OAW I STOOP .�� 4.2' I I i 238' EXISTING 173 SF SHED ry/ DNEENTER SIGN HYD. FIRE HYDRA NT PROPOSED TO BE REMOVED �c LANE PROPOSED ,ss, (28.7)xBEDLINE(TYP.) N CHURCH �N 00 W.Vo -PROPOSED 735 SF VE ( AOPOSED 6B5. ` PROPOSED 25-SF uED 3,• (4445.7 SF) 4:SOO ON GRADE-CONCRETE 2o'Ei -�_ W.�/p EXISTING SIGN I �, / -+ � ?sa �, I ASPHALT $�°��• �.�`�'�'-�� TO BE RELOCATED 'S' PROPOSED 50 SF WALKWAY 8.2)X / Z .• ..�, PARKING � S o� I �\ O - COVERED PORCH , S N�' \� O ^' 17d 1 I �\, � �.�..\ '� �� • EXISTING 40I ,V l 75• LAWN C''J GUARD RAILI .. � 55, \ TC( 4.3) I I \ ?0, 135, EXISTING GATE COVERAGE CALCULATIONS BC(�3.8) � �"\, :�-�:,.`� -- UP PLANTING 30 zo TO REMAIN /��J N PROPOSED 8'W. W/L 1 LAWN o= U') o= w LOT AREA 53,962 SF U _"' O _ _ (2)H.C.SIGN_ o MULCH PATH ALLOWED BUILDING COVERAGE o �� a / 10,792 SF OR 20% 1co � O" PROPOSED 32 SF EXISTING LOT COVERAGE �l✓ TC°24.3) -- \ : C_'1 _ _ / 4 I CONCRETE PAD (2 ) _ • BC 3.8 O ` l% 160, FOR 4'X 8'DUMPSTER DESCRIPTION AREA % LOT COVERAGE DI DI c}+ � PROPOSED 2016 SF _ �" • i �• _�j:;:. ' J Z PROPOSED CIA.GRADE CONCRETE--- PROPOSED PROJECT: \ WALKWAY ASPHALT i \ OLD CHURCH APPROXIMATE* TC 24.2 HC HC SOLID WOOD SCREEN APPROXIMATE-) 4,400 SF g•2% �RELOCATED -- O = O � PROPOSED WITH GATES ? Q EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% O _ - PARKING � , ::. FIRST UNIVERSALIST SiGN _ I BIKE RACK �_-- ( LOCATION `'- V EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% w \ PROPOSED FLUSH V J EXISTING SHEDS 438 SF 0 8% CHURCH OF o TRAFFIC STRIPING PROP6�ED ASPHALT PROPOSED HANDICAP I PROPOSED CONCRETE CURB cn �] TOTAL EXISTING COVERAGE SOUTHOLD PROPO ED � ACCESSIBLE ROUTE (2) 8'X 20'HANDICAP - -- = 6,828 SF 12.7% .y ;~ AS REQUIRED BY NYSDOT PARKING AREAS LL, PROPOSED CONCRETE _ [] CL. EXISTING 5"SQ.X 'H. : J --PAAI`KII G SPACES CONCRETE CURB ( 3.9)X (15,575X TOTAL) N PROPOSED CURBIEL 7)X PROPOSED LOT COVERAGE GRAN 9 Z 2 ) c� WITH 8'X 0'AISLE 0 J EXISTING 7235 SF \ r a- PROPOSED 6'H-WOOD (ON SPHALT) PROPOSED 172 SF EXISTING FENCE 0 O 51970 MAIN RD, HITCH ' A TO BE REMOVED SOUTHOLD, NY 11971 O GRAVEL PARKING AREA PROPOSED 95 SFDRIVEWAY CONCRETE APRONS t•- DESCRIPTION AREA % LOT COVERAGE P aSTS I CON-CRETE-CURBING TO E REMOVED CONCRETE APRON _ GATE V- _ ' __ -"- PROPOSED 138 SF V (] EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% EXISTING 184 SF �= i 1�.. !� EXISTING DWELLING,PORCH+STEPS 808 SF 1 5% DRAWING TITLE: PROPOSED DRIVEWAY 9- + + + + ` + + + ISLAND ' ENTRANCE/CURB CUT I +++++++++ +++ --- (�-�-�--f-� + + AS PER NYSDOT PLAN BY " - - ' " _ z tW W PROPOSED CHURCH 4,446 SF 8.2% CONDON ENGINEERING,P.C. ( PROPOSED 276 SF -� V PORCHES+STEPS , I DATED JULY 6,2020 ® TC 24.0) O N ISLAND'PLANTING TO REMAIN 7) PROPOSED Z PROPOSED CHURCH COVERED PORCH 50 SF 0.1% BC(23.9) ASPHALT,PARKING �, o � Z O TOTAL PROPOSED COVERAGE 6,486 SF 12.0% SITE PLAN PLANTING r6 M --PROP. 16SF \/ J O EX.GAS LINE _�, ON-GRADE NS Z II PROPOSED TO BE C NCRETE 2M' 20.0' 3 1 ASPHALT PARKING RELOCATED�� 7.0 y� y� Q APPROX.EX.WATER _ _ .* <C� L� c. LK AY AISLE TYP. J II LINE LOCATION O G/�1ST7NG v=a, >D lEdlNG �' 5.0 PROPOSED FLUSH o } - _r G 22.0' E:X9.0 o CONCRETE CURB � SCALE: p AISLE PRC POSED \ PROPOSED FLUSH \ VERNE Ej0 1796 S GRAVEL X; \k Xy r Q� �R '1 CONCRETE CURB EX �� PROPOSED n n TRUE NORTH "'E`E�jR�G�R'E� PA KING \;. �� SCALE: 1 = 20'-0 -- - - - - - - - - �26� 2 'X PERVIOUS 1860 SF`" O `GRASSPAVE2 y, �' `�' PROJECT LAWN 35.0' PARKING l P _ / ,SPACES NORTH - PROPOSED N W Z INFILTRATION AREA \� EXISTING O \ ! I A c.,(S DRAWN BY: INP � / X 'k' UP ,' 6-0"H. 20 10 0 20 40 --}- - CHAINLINK M PS p1(24.4) rte- PLANTING 11.5' a, FENCE X(24.4) �r 26.4)X N705o W 4' CHAINLINK FENCE ALUIJG LINE 24 :"b ' - EXISTING CHECKED BY: N740510�00"W L PROPOSED 4'H. 11 4 4'-0"H. SCALE IN FEET WIRE MESH FENCE LAND N/F OF CHAINLINK RMC (WITHIN HEDGE) 51750 ROUTE 25 LLC FENCE FILE N0. S.F. RESIDENCE _ CONNECTED TO PUBLIC WATER REIVED FAl'JG'____,9, 20221 PROJECT N0. DRAWING N0. iSouthold Town Planning Board G- 1 - -- - DATE: SITE PLAN 5/04/2021 SCALE: 1 "=20'-O" PROJECT ENGINEER: �7 de n CMI E17gi7ee111)g B COnSh-110#01;Management de uin / \ 1400 Oldy Road-Suite ad•Suiite 106r 32' 20'-I�" 1�'-I 0�" Y Westbury-New York-1 1714 8'-11,V4 4'-3° 4'-3° 8'-2" 8' 8' e" 3'-10�" 12'-4�" __ __3'-1g�" 8-11 ,4 " 516.513.1313 •516.579.2574 Fax \ ��\ It is a violation of Section 7209 of the New York State Education Law for any A \ // D person, unless he is acting under the A 2 A 01 \ %' A 202 A 262 direction of a licensed professional \ engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the O drawing with the notation "altered by" followed by his signature, the date of , ______ _____ " alteration, and a specific description of the alteration. `A 3'X3'X4' PILASTER `n WITH LANTERN 19'-I,V2" ReF O KITCHEN r H 'o 0 A-204 `� O A-204 DW Di LU `i C in D ` B — c1q `" A SMALL GATHERING PLACE � 15 PANTRY 0 2t l 115 e REVISIONS DATE C14 IIS MEMORIAL GARDEN 19-1 2 I I5 RESTROOM S CL GL U .. 5B _ ' f -_ ---------------- FOYER ------- -------- - -- A 204 FOYER a 5 A-204 NO � I I Iz0 c iA D B I 114 U IG R �112i N � DUCT ENCLOSURE 0 A 1 " l T a I '�a -\ ATTIC STAIR OL 3'-�' �31/2 '-10�" 5, 3 - 2' - — _� atl ISSUED T0: , CLOSET RESTROOM AOO AO N l 141 T 1 "E 2I 20 _ V,..0 - _ RESTROOM TRY DN E cn lO - 124 i u 19 113 i 1 N G J DAB JAN. CL O GBA > 123 2 - lIz ACCESSIBLE RESTROOM I n A �n E ENTRY VESTIBULE ' ; ' CHANCEL GALLERY N q 1-4 Ll'-4"I lII --- �; O BABY CHANGING STATION F B c MEETING ROOM D F �t A-203 iv - m N 203 cAB -- ----------- C 'r GI -- --� � ----- N DN 4_ n BFIR57 FL+ELEV. CHANCEL FL..ELEv. v O 8 39_2„ I 2 5' 12' Y2" '7 } 1 � z le PROJECT: �" B FIRST UNIVERy- ; ;' ' �om IST SAL CHURCH OF SIDE ENTRY 22 t 3'-4" SOUTHOLD DOUBLE HUNG WINDOW m � tzz A D'9 _m � — ,� � x,', �, � -_.' - 51970 MAIN R v' wvti', , v,\r « SOUTHOLD, NY 11971 AO AO AO 166 101 les 0 COVERED DRAWING TITLE: DUCT ENCLOSURE c ENTRANCE II D B II A CHAIR FORAGE MINISTERS OFFICE GL ADMIN OFFICE B FIRST FLOOR PLAN A-203 E � cv `iQ A-103 � CL - �\ (5)314° PLASTIC 6A 18" DEEP LAMINATE SHELVES SUPPLY CLO I I DCB '- \ 1 I I A SCALE: 15-1� 12' 4Y 1,_8„ 10,_3„ - 0 B SCALE . 3/16"- 1 -0" o \ \ \ \\ DRAWN BY: � A-262 A-262 IDS \ \ CHECKED BY: ---- ---- RMC 8'-2" 8 8 4-10 I I'-3' 4'-3" 6-6 (0-6' 4'-3" 8-3' 29' 15'-6" 13' 12'-6" 50 0 5 10 RECEIVED FILE NO. 3/16"-1'-0" AUG O✓ 222 PROJECT NO. DRAWING NO. PROJECT Sout o d Town _ Planning Board NORTH DATE: A-102 F ( RS'I FLOOR FLAN 15/04/2021 SCALE: 5/16" = I I-O" PROJECT ENGINEER: de n Civi/Engineering&Construct/on Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax TOP OF PLATE --- TOP OF PL + r ATE — + -- Section 7209 of the . , ; .:. k State Education f New Yor a e duca ion Law or any on, unless he is acting under the 12 12 ed professional pers direction of a licensed engineer, to alter any item on this I IS -` 12 drawing in any way. If the drawn altere un der the 12 _ - 12 engineer, the altering a professional engin ` \� followed drawing b t his si nature thtion leedaaebof alteration, and a specific description " of the alteration TOP OF PLATE +.. TOP OF PLATE TE 2 '12 i i - + � -- REVISIONS DATE a 'e a0 I El El I • N I � i - I I TOP OF SLAB ELEVATION TOP OF SLAB ELEVATION / i i i i m ELEVATION AT GRADE -- ELEVATION AT GRADE BOTTOMOF FOOTING L--------------------------------------------------------------------------------- --------------L--------------------------------------L-------------1--------------------------------------------J -4'1 BOTTOM OF FOOTING ISSUED TO: el NORTH ELEVATION A-301 3/16'=1 -8" LL TOP OF PLATE TOP OF PLATE PROJECT: 2 . .1 12 P �12 FIRST UNIVERSALIST 12HURCH OF, 4 SOUTHOLD 51970 MAIN N , : SOUTHO 11 D NY 11971 - -- r DRAWING TITLE: i LIL llJ :, TCP OF PLATE + 1 ~'' -- - - - +IOFB F PLATE 11-8' WEST ELEVATION NORTH ELEVATION ; ATTIC SUBFLOOR ELEV / TOP OF PLATE : SCALE: v - - h SCALE : 3/16"= l '-101" LLLJ - - ---- _ m TOP OF SLAB ELEVATION 1 =1 F0 D e=e" TT FE � E3M � � 1711 E[�] E] D 11FD7� I f SLAB ELEVATION DRAWN BY: PS CHECKED BY: J J J L_ L_ L_ L_ BOTTOM OF FOOTING_` L--------------------- _ r- r- r l l , l RMC ---------------------L----------------------------------------------------------------------------1-----------------------------------------I---------------------------------------�---------------------------------L------------------I-----------------------------� -!� BOTTOM OF FOOTING -- -4'-I" cn n M p) O C /-� z � s� In FILE NO. WEST ELEVATION n � IM N- --- - ----- A-301 �3/16"=1'-8" Q o M PROJECT NO. DRAWING NO. 5' 0 5 10 _ 3/1 6"=1'-0" DATE: A-301 NORTH ELL\/AT I ON; �NE T ELE\/AT I ON 15/04/2021 SCALE: 5116" = 1 '-O" PROJECT ENGINEER: de n Civic Engineering B COnS1rUCtiOn Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-1 1714 516.513.1313 •516.579.2574 Fax i It is a violation of Section 7209 of the TOP OF PLATE ` TOP OF PLATE New York State Education Law for any _ . '. : ,:, on, unless he is acting under the pers direction of a licensed professional engineer, to alter an item on this engin y drawing in any way. If the drawn altered under the direction of a engineer, the ring professional engin a alte . ., seal t o the followed signature, the edate bof engineer shall affix is drawing with the notation : by his s gnat on, and a ispecific description low alteration, of the alteration TOP OF PLATE �- TOP OF PLATE + _ 11 12 12 ATTIC SUBFLOOR ELEy — TOP OF PLATE +S'-8" REVISIONS DATE n r c� TOP OF SLAB ELEVATION TOP OF SLAB ELEVATION I I I I I BOTTOM OF FOOTING � i----_ ----------------------- i BOTTOM OF FOOTING -4'-1" ISSUED TO: I I I I I I I I I I I I I I I I I I I I J L O1 3/16„-1,_0„ 0 5 10 J/1 •_1,_0, TOP OF PLATE TOP OF PLATE +2s,-3, — 1 . iT _T'l I r . PROJECT: 1212 FIRST UNIVERSALIST CHURCH OF• 12 SOUTHOLD - 14:. - E3 \ 51970 MAIN RD, � LD, NY 11971 • 12 ; —,� DRAWING TITLE: i ISI ��� - SOUTH ELEVATION ; TOP OF PLATE - T +,2-8 +1°2P8 EAST ST ELEVATION ATTIC SUBFLOOR ELEV TOP OF PLATE j I . SCALE: cri(ef”) I FIT SCALE : 3/16"= l '-O' TOP OF SLAB ELEVATIOEN El � � � El ❑ LE 11 �,� _TOP OF SLAB ELEVATION DRAWN BY: PS � I I I I � CHECKED BY: I I I I I I � I � i_J L_i L_ L_ L-� �_l �-, L� rn BOTTOMOF FOOTING `-----J L------------------I---------------------------------------------------------------------------------------------------------j------------------------------------------------------------- ------------------J BOTTOM OF FOOTING -O U) 1 1 1 -- 4-r, -------------------------------------------------- - j o �..� RMC rt O O n cc f i FILE NO. 0 -I N O O O • d � N AST ELEVATION � PROJECT NO. DRAWING NO. / 02 A-302 3/16„=1,_0„ DATE: A-302 SOUTH ELEVATION; EAST F-LE�ATIO�I 15/04/2021 sr-,ALE: 3/16” = 1 '-O" RECEIVED AUG 9 2022 Planning Board rM Now t _ a E � •o .j tit i iy _ -.� may, �i +y � "�" ►'� r .` As FIRST UNIVERSALISE _ CHURCH OF SOUT HOLD RECEIVED FAUG 9 2022 ■ ti !p' sit nr t b r � a q T .. 1 r � F r t< 4a [ R to � l I• . _ L S r >F o- s r , ■ • , M,vivivii i , x, Vis' e RECEIVED �EC E I VE D Q 'w" ---rye 4 . f91 -------------- .ee I 1 ♦, e FIRST UNIVERSALIST CHURCH OF SOUTHOLD 4RECEIVED Southold Toavn Planning Board iii • � ■ � . ■r ■ its mill IBM ♦'�s it _ i • - - . . . a y a _ t t . a a . � � ,.. � a •. ,y .,. _. � � FIRST UNIVERSALIST t CHURCH OF SOUTHOLD RECEIVED ri Ji ago ■e �� .! i s . PN�{ t � a iia ■ E 3 s 3Yy�' <,r r +k FIRST UNIVERSALIST CHURCH OF SOUTHOLD PROJECT ENGINEER: de frnT Civ//Engineering B Construction Management / �� /•/ CALCULATIONS de Bruin Engineering, P.C. REQUIRED PARKING: 11 Union Avenue Bethpage New York 11114 CHURCH: 112 SEATS @ 1 SPACE/4 SEATS Aye516.513.1313 -516.579.2574 Fax / \ / TOTAL REQ'D:28 SPACES+2 STAFF SPACES / UP PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING @ / y 2 SPACES/SINGLE-FAMILY DWELLING It is a violation of Section 7209 of the DI EXISTING DWELLING PARKING: 1 SINGLE-FAMILY DWELLING @ New York State Education Law for any / . 2 SPACES/SINGLE-FAMILY DWELLING / �(270 person, unless he is acting under the / TOTAL SPACES REQUIRED: direction of a licensed professional / 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES engineer, to alter any item on this / /DI drawing in any way. If the drawing is / AWp EX.GAq�Ih3Q.8 / altered under the direction of a /• TOTAL SPACES PROVIDED: professional engineer, the altering 26 SPACES + 6 GRASSPAVE SPACES +2 HANDICAP SPACES = 34 TOTAL SPACES engineer shall affix his seal to the *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. drawing With the notation "altered by" j ��` \ followed by his signature, the date of WW Loff. REQUIRED LANDSCAPED ISLANDS: alteration, and a specific description / AW EXISTING 71 SF ON-GRADE / /((�O�" �' of the� 10 SF PER PARKING SPACE X 34 SPACES=340 SF REQUIRED DNE AW O WALKWAY TO BE REMOVED, S% �`J' 8�. )X \�� 414 SF PROVIDED / o EXISTING 125 SF PORCH+ / , 4 O ` / PRO STEPS TO REMAIN / / UP PROPOSED 89 SF ON-GRAE ' W. n W/L CONCRETE WALKWAY ' �\ QJ° LEGEND / AWpO C6(26.9) / �6 ��'��\tiF �'! C" <A- W.Vo AWA G.V� JA'V HYD. EXISTING 596 SF ON GRADE / , ,'� �`� f� O PROPERTY LINE NS NO STOPPING SIGN r"o WALKWAY TO BE REMOVED UPS /� EXISTING SIGN / i\ EXISTING O AN REVISIONS DATE oW.V. TO BE REMOVED i� PARISH HOUSE P� O Q y'9 - - OLD CHURCH FOOTPRINT NP NO PARKING SIGN /i(LAWN ��\. 4 ;il_ ,A_ APRON R�� ,/ / FFE:31.2,6 WSTING 52 SF G� `� �`L� i i \ S��V 5� PORCH+STEPS �j lL EXISTING IMPROVEMENT SS STOP SIGN / Q� �\G� TO REMAIN O S TO BE REMOVED / PLANTING \ �� FROPOSED 976 SF ON-GRADE (Z)*,, 11,�, i \ ��� `�` .. ���/•, \.� CONCRETE WALKWAY '9 EXISTING FENCE AW ARROW SIGN EXISTING \ : <; (28.4)X ,p TO BE REMOVED EXISTING I CONCRETE CURB /. ' �. ---- k ..' :.•.. . / - "j ° �' ` - PROPOSED HANDICAP CONCRETE CURB EXISTING CONCRETE SIDEWALK / `�! !� -.�_-'E; 1 NYSDOT ENGINEER TO INSPECT EX.SIDEWALK PROPOSED DAW - z / ACCESSIBLE ROUTE KR KEEP RIGHT SIGN WITHIN RIGHT-OF-WAY TO DETERMINE IF „ / MEMORIAL a N 40� cy30 "'•.. REPLACEMENT WITH 5'W.SIDEWALK IS NECESSARY I onw I / °f'pp88. GARDEN Q / '8p a v / SiaNUMBER OF 10' X 20' UP UTILITY POLE BUDDS PARK I / ��• \ X.GASChlrpcyp &) \ (729 SF) a �' / (29) ,- �`, Q�O�JRG� ' X01 0 PARKING SPACES PER AREA UP W/L UTILITY POLE WITH LIGHT MEMORIAL \ LINE STUB 3a°, G ,�� ISSUED T0: �� h �.' •.1' ..•. J//moi `� `� �' r ^ a + + + + + F71771 ' 11 �•'' P A �.. - AWN ;.«�, ✓. �;� v-o ++++++++'+++ PROPOSED 414 S.F. W.V. WATER VALVE KRO Cb "T ISLAND' PLANTING BEDS �• "�` ; y . o + + + + + + TOWN OF SOUTHOLD PLANNING 4-1-22 11) - ,,, PLA \ -`: LAW NX(28.7) >> 7,: N r� � EXISTING 265 SF SHED �Ay�r PROPOSED 120 SF " . .;` 32p' \ ��; TO BE REMOVED SL SPEED LIMIT SIGN DI DRAIN INLET STOOP I � 1F'' •%. � w 4.2' EXISTING 173 SF SHED KE �' ]���T I PROPOSED �. •i; 1'' \ «' �. TO BE REMOVED DNE DO NOT ENTER SIGN HYD. FIRE HYDRANT Ni PROPOSED as ' (28.7)XBEDLINE(TYP.) �� „= 6°0� i o°° �� /CHURCH PROPOSED 25 SF \�� �� T_ 3.,• (4445.7 SF) STOOP �a t� G.V. GAS VALVE D --PROPOSED 735 SF VROPOSED W.VA EXISTING SIGN ` / -+ . '!'. • 290 ON GR�,DE�ONCRETE ASPHALT b°o�2�• 1 TO BE RELOCATE[ ' _ Z 'S' PROPOSED 50 SF WALKWAY PARKING 8'2)x s S58 - N i G1 COVERED PORCH ` 2 0 � \\ ! r 12°• 10.0, �� V Cq o W. \\` / I \ �'L LAWN I EXISTING �✓ 1 I I �5• � •� .\ GUARD RAIL TC 22I 4.3 5' BC( 3.8)) ?0 \�� \\ EXISTING GATE COVERAGE CALCULATIONS UP I PLANTING 130 ?.o \ /�, �'<PJ TO REMAIN ":.;. I W/L I LAWN \\ 1Y: •.. o o W= �n w= �. " 1 /) PROPOSED 8'W. LOT AREA 53,962 SF C9 \\ I _ O N O \ T MULCH PATH \ (2)H.C.SIGN _ o ALLOWED BUILDING COVERAGE 10,792 SF OR 20% co CCI I � - � �- __ l I� � I TC 24.3) ___ Q J.. (� PROPOSED 32 SF CONCRETE PAD EXISTING LOT COVERAGE O FOR 4'X 8'DUMPSTER DI DI PROPOSED 2016 SF �6� z DESCRIPTION AREA % LOT COVERAGE ON GRADE CONCRETE- TC ONCRETE PROPOSED • PROPOSED 6'H. PROJECT: TC 24.2) \^ ` \ HC / HC ) SOLID WOOD SCREEN OLD CHURCH (APPROXIMATE*) 4,400 SF* 8.2%* WALKWAY ASPHALT ! Q EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% RELOCATED O ::..•. ,•f�ROPOSED '/ WITH GATES Z O SIGN____- PARKING / , ; FIRST UNIVERSALIST •.`•;I, - BIKE RACK �.-- ?�, LOCATION 0 (� EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% PROPOSED FLUSH > J EXISTING SHEDS 438 SF 0.8% CHURCH OF o PROPOSED HANDICAP PR POSED' / TRAFFIC STRIPING PROPOSED ASPHALT CONCRETE CURB � (/) m TOTAL EXISTING COVERAGE 6,828 SF 12.7% SOUTHOLD EXISTING 5PSQ. Fl ~ �AS REQUIRED BY NYSDOT PARKING AREAS ACCESSIBLE ROUTE I (2)8'X 20'HAdJD1CAP ° 1 u, PROPOSED CONCRETE �* _--PACKING SPACES CONCRETE CURB GRAFI(?@-9 z (23.9)X (15,575,f TOTAL) N N PROPOSED_ WITH 8'X 20'AISLE CURBIIQsG 7)X J PROPOSED LOT COVERAGE 51970 MAIN RD HITCH'NG EXISTING 7235 SF c'aJ ¢ 6,H.-WOOD I t EXISTING FENCE , _ PROPOSED -- (ON SPHALT) PROPOSED 172 SF i TO BE REMOVED N DESCRIPTION AREA 7o LOT COVERAGE SOUTHOLD, NY 11971 P9STS GRAVEL PARKING AREA PR POSED 95 SF I DRIVEWAY CONCRETE APRONS {� O Q CONCRETE-Ct1RBING 1 TO BE REMOVED CONCRETE APRON GATE LL_L_ U _ 71 PROPOSED 138 SF 0 EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% PROPOSED DRIVEWAY- /----- '+-=� �= +-+\ - ------ -\ +++++ -- -- \ + + + + + + - - + + + W EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% ENTRANCE/CURB CUT + + + + ` + ✓+ ISLAN' _l1� (n DRAWING TITLE: AS PER NYSDOT PLAN BY -' `� +-^-•-a- ,_ �+ + - \ -+ + a / EXISTING 184 SF + - a + ++ + W V PROPOSED CHURCH 4,446 SF 8.2% CONDON ENGINEERING,P.C. PROPOSED 276 - LPORCHES+STEPS z w Z y" TC 24.0) 7 PRO OSED PROPOSED CHURCH COVERED PORCH 50 SF 0.1% DATED JULY 6,2020 BC(�3 9) O ISLAND'PLANTING \ TO REMAIN ) OWZ O� \ o \ ASPHAL�PARKING Z O TOTAL PROPOSED COVERAGE 6,486 SF 12.0% SITE PLAN 1 P . 16 SF Q O PLANTING EX.GAS LINE m O GRADE_ J i NS z I PROPOSED TO BE T) 20.0' _ CC NCRETE 3 J APPROX.EX.WATER ASPHALT PARKING RELOCATED\ LL WA LKWAY AISLE TYP.II LINE LOCATION O EXISTING u) w - \ 22.0' \ DWELLING o 5.0' PROPOSED FLUSH o } O L", f �JSLE FFE:29.0 CONCRETE CURB - SCALE: ce� i PR POSED \ PROPOSED FLUSH EXE W RD S0 1796 S GRAVEL co `� SCALE: 1 " = 20'-0" TRUE NORTH CONCRETE CURB ��ECSR GAS'S I'860 6�R�E0 ` PA KING \ ° - eE �26� 2 IQUS1�60 S O - �t,@WN 35.0' aR �� PROJECT z PROPOSED S W NORTH i INFILTRATION AREA L6X DRAWN BY: C14 ���--EXISTING INP UP 2SJ �, ' b'-o"H. 20 10 0 20 40 1.51 CHAINLINK PS I �0C(24.4) X(24.4) \ PLANTING (26.4)X FENCE -' CHECKED BY: N7a°so�o��•w o • , _��EXISTING N74 50 00 W PROPOSED 4'H. 242'1':b4 4'-0,.H SCALE IN FEET RMC WIRE MESH FENCE LAND N/F OF CHAINLINK (WITHIN HEDGE) 51750 ROUTE 25 LLC FENCE RECEIVEDFILE NO. S.F. RESIDENCE _ CONNECTED TO PUBLIC WATER JUL 0 8 2022 out ofown PROJECT NO. DRAWING NO. Planning Board DATE: G-001 SITE FLAN 15/04/2021 SCALE: 1 "=20'-O" PROJECT ENGINEER: FIRST UNIVERSALIST CHURCH PLANT SCHEDULE / deBri?ih- QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE C%VttEngineering&Construction Management �t� • // 2 Trees TBD TBD 2 1/2"-3" cal, de Bruin Engineering, P.C. PRRO� / 1 AR Acer rubrum Red Maple 2 1/2"-3" cal. 11 Union Avenue Bethpage New York 11714 4 ARE Aronia melanocarpa Black Chokeberry 3 gal. 516.513.1313 -516.579.2574 Fax i 18 Al Asclepias incarnata Swamp Milkweed 1 gal. �� 18 ACS jAsclepias syriaca Common Milkweed 1 gal. it / 32 AT Asclepias tuberosa Butterfly Weed 1 gal. Nis a violation of Section 7209 of the New York State Education Law for any ® / 26 ACD Aster cordifolius Blue Wood Aster 1 gal. person, unless he is acting under the 7 BNH Betula nigra 'Heritage' Heritage River Birch 8' - 10' ht. direction of a licensed professional on 772 CP Carex pensylvanica Pennsylvania Sedge 1 qt• drawinergi�ntan y Iter way. Ifanytem the draw In Is di 12 CAH Clethra alnifolia 'Hummingbird' Sweet Pepperbush 3 gal. g / altered under the direction of a / 3 CFP Cornus florida Flowering Dogwood 2"-2 1/2" cal. professional engineer, the altering 1 CMD Cornus mas Cornelian Cherry Dogwood 2 1/2"-3"cal. engineer shall affix his seal to the 200 DP Dennstaedtia punctilobula Hay Scented Fern 1 gal. drawing with the notation "altered by" 250 DF Deschampsia flexuosa Wavy Hair Grass 1 gal. followed by his signature, the date ofalteration, and a specific description 35 DAF Dryopteris erythrosora 'Brilliance' Autumn Fern 1 gal. of the alteration. 45 EPM Echinacea purpurea 'Magnus' Purple Coneflower 1 gal. 433 FGB Fagus grandifolia American Beech 1" cal. 15 GM Geranium maculatum Wild Geranium 1 gal. 20 IGS Ilex glabra 'Shamrock' Dwarf Inkberry 10 gal. / e �� oo�o. >pp .o �• 3 10 Ilex opaca American Holly 8' - 10' ht. 0 -3 f (o O 7 IV Ilex verticillata Winterberry 3' -4' ht. e9� cl 9 JV Juniperus virginiana Eastern Red Cedar 8' - 10' ht. to �i 50 LO Ligustrum ovalifolium Privet 4 -5' ht. o� oo L°to �� �11� 1 MV Magnolia virginiana Sweetbay Magnolia 8' - 10' ht. 'AN 20 MSO Matteuccia struthiopteris Ostrich fern 2 gal. / 811 "er ' 3 �� F�o to 0P 24 MP Morella pensylvanica Northern Bayberry 5 gal. / Q 2�F °10 (° J►� 3 NS Nyssa sylvatica Black Gum 2 1/2"-3" cal. Sink /� OO 20 OC Osmunda cinnamomea Cinnamon Fern 1 gal. REVISIONS DATE j� Hentage�Rl+'�r/ � ���� �� ( Dukes Ga plo �� rden Smk F a�Hinokie@3030 oL0 Caldornla Pnvet@3�ew@59x1. 160 PVS Panicum virgatum 'Shenandoah' Switch Grass (red) 2 gal. ���j Smk ' s ` 10 PMM Pycanthemum muticum Mountain Mint 1 gal. � Hema Lo / 1 / 9e River 6' � � / ��' pp �P �p�� .�p• � ars, �� � s. 10� �< <° 1 QA Quercus alba White Oak 3"-3 1/2" cal. 60 SSO Schizachyrium scoparium 'Standing Ovation' Little Bluestem 1 gal. 300 SH Sporobolus heterolepis Prairie Dropseed 1 gal. + rP ® 38 VBL Vaccinium angustifolium Lowbush Blueberry 2gal. . .. YP O�v � 2O� �I"� G LANDSCAPING NOTES: / ((J ° + Q (9 O AP.ga '. `0 1.The use of native, drought tolerant plantings is required in v A,p + B.3 3 p, n/ iL#,pebi rtedPerenial Lo + •Cabaint aklee --` Co landing. co RR P + •Carex blue bhp �,. ?. r * * +g + 'Gstrichp zm9er to ''p 2. Irrigation is limited to 15 percent of the total parcel area. j • (o f Mountanryma° Hmokre@GnWS45, 18 p� -� 3. Only the use of organic fertilizers is permitted where the water @10gal 1 soluble nitrogen is no more than 20%of the total nitrogen in the ISSUED TO: (o �y O mixture. LL! t �Q. v 3 �� 3j, s+**`+* +F.+ , :.:. `° j 4.A maximum of 1 Ib. of nitrogen per 1,000 square feet is (Im + * * permitted in any one application, with a cumulative application TOWN OF SOUTHOLD PLANNING 4-1-22 [n � • ': C \ Gin Bi98lue � 1'0• (o •'s G9niMountalnBOxW (o of no more than 2 lbs. per 1,000 square feet per year. 238• Lun Yew 117 nod@30° 3 * co 5.The application of fertilizer products containing nitrogen, Dukes Gede,Plum�e 3 phosphorus, or potassium is prohibited between November 1st TUCKElZS LANE G to ' a W@Seat to .E and April 1st. cal/ + 0 .3 0 Grein ouox� 2 Gd + Ld 86 L E G E N D f0, La I + 3.1' H Mountain B 9a( + �1 O C amen,Gr ood Co 1 + +U13 + C 3 `Miss kim tilac@3 •an @30^ Cd ++ Heryy ,,\ �•�- _ Big River Birch + �•PC'�\V /I c_ , +* + 3 -0], ' S• + * ` * Ion ----------- PROPERTY LINE r� •O ++ Groci(!is Nonhe APF pyp,f Smk Assort 10 p• / ponos \ I O 20 Ap /� @1 @3� EXISTING TREE TO REMAIN G UA.f i _ r * O P.�..P.fp, •L'rope b, e°pefe„ai l / "Yvan” RAID 'S� O I I + . •'� � * �P -Caremnt ak/ayes M,x MY Sed GUARD EXISTING TREE TO BE REMOVED xblue ,^ O••.. Cg' I Q j Q C S 2.0' 13.S� P3;P.$P +* * Bluegn9e/Juniper \� n O ++iP Smk mk 13 p,A +*+`* / UTILITY POLE + + smk 0 2.0• + ' i7) + *qR** P✓ p rP 3 Smk ++ Jbg +* 'Ap+ M M / < UTILITY POLE WITH LIGHT Jba M w + +*+++* + Ielkova da{kova++** •.+*+**�!y +++*+ Z fYo,hen,BaYbe ++*++* + +****+ + .. �_�• `I * +*+ ♦+ + MPa°nsNvamaS 4J� PROJECT: o * z ad9e @ Pnu9s = Q FIRST UNIVERSALIST o ! U off"=11 CHURCH OF (° im o� SOUTHOLD ICy Carex Stnctaa Sedto ge @ Plugs = A @ 7 Bal 0 Li. Co 000 ^ O O V' 51970 MAIN RD, I =o SOUTHOLD, NY 11971 + Co U + + + 2 +*+**+++**+*�•,,, +++*+++**++*2�,s°y°*+**++ elkova 2e/kova Ielkova Co 'I �H' U + + \P M W DRAWING TITLE: to (o Z LNit to L1j 5-5 ��Calci .M .,Pv` Z M. F9 7,Fil a Z SITE PLAN M M Honhem Ba J'2.4i.('i to F—1 + Pv _.pv * /`�(i YbeOY@2gal. �t C� O U_ O Co '•,PV���wp�„e + stam C6 Cr N UcC to I to Ln O .M M-Pv'' _M * � 1 to O (� 'pV. M M M M + Co d' SCALE: to TRUE NORTH M 'nG=_ ( ** ++ + * * ++ ++++Sv+ ++* — C 'Pv�so�y =sPv'`.•Pv, `pv'� ao���,�.,,. + ;�,��,,,, * �� + +* * + * 'I SCALE : 1 ” - 20'-0 „ .n Pv- * n ° �n ,�� Pv "lv✓"f"�` Pv` .o1Pv,o,�, Pv1`'_ •,o` ;,Pro�(wmoaPv4`_ M M Pv,,,��,�"py,_ (o vl PY Pv_'.,���m�..,,, M M � `9 0' M ePva„MPv M M„MM° < M^�7 o DRAWN BY: At Co ��ED A,9 •n�� 0 0 10 (o Co o Lo (° (o to (o (o Co Lo (o Lo Lo Co (o Co Lo (o Lo <o Lo o (o Co Lo Co Lo to <o Lo (o (o Co Co Co Co Co Co Lo Lo Lo Co Co to (o 1 PS L. PROJECT 4' CIAINLINK FCNCF AI ONG LINA 247.04 CHECKED BY; NORTH CalAo^ia Pnvet@3-0• LAND N/F OF RMC * �' 20 10 0 20 40 51750 ROUTE 25 LLC 117, S.F. RESIDENCE RECEIVED FILE N0. CONNECTED TO PUBLIC WATER SCALE IN FEET JUL 0 8 2022 PROJECT NO. DRAWING NO. Sout old'Town _ Planning Board G-002 + DATE: G—0 0 2 SITE FLAN 15/04/2021 5G,4LF-: I ” = 20'-O" PROJECT ENGINEER: / uvpcilil Engineering&Consfiucfion Management / / de Bruin Engineering, P.C. / Z° 11 Union Avenue Bethpage New York 11714 / �° 516.513.1313 -616.579.2574 Fax It is a violation of Section 7209 of the / / o• New York State Education Law for any / / person, unless he is acting under the direction of a licensed professional / 0.0 0.0 engineer, to alter any item on this drawing in any way. If the drawing is / altered under the direction of a / / /° 0.0 .0 0.0 0.0 0.0 professional engineer, the altering / " tiaa engineer shall affix his seal to the / o.o b.o o. 0.0 a� 10 .0 0.0 drawing with the notation "altered by" followed by his signature, the date of / , alteration, and a specific description 0 + q,.� + .0 0�o�b 0.0 0.0 �o'�� 0.0 of the alteration. / to /bn�,° b�� 0.0 0. 0.0 b.o o.0 0.0 0.0 0. b.0 / 0 00 0 ' . ��� 1 0.o b.o 0.0 0.0 0.0 b.o o �0.0 / 9 / / ® 0 0° + .0 0 � 0. + .0 0.1 0.0 0. 0. 0.0 0. �0 0.0 0.0 0.� 0.0 / / •`7 / 0. ��: 0 0.2 0.2 0.2 0.0 O'\ G� .0 0.0 J0 0.0 0.0 0.0 0.0 /rj a 0 CP , �F ky0 ,n'�S �° + 0.0 + .0 0.3 0.3 0.4 .4//0.1 + L 1O \� 0.0 -0.0 0.0 0.0 0.0 +0.0 �j�_ O� + + + 5 �� p + + + + + + ��'.nn T REVISIONS DATE O / + .0 0.0 0. 0.0 0.4 0.6 0.6 /0!7 0.9 .1 °� ��1 0.0 °0 0.0 0.0 0.0 0.0 0.0 O % /+ .0 0. o 0.1 0.2 1.1 1.�z1 0 �1 1 1.2 1.2 �'� OG`� 1� %�0 0 0.0 0.0 0.0 0.0 37, 0 , 0 0. 0.2 0.2 0 2 2.3 /1.5 1.4 I 1.5 1.` 7 .1 �` \ �� 0 °� 0.0 +0.0 '0.0 +0.0 +0.0 +0.0 G /p �• // I UTLD-PAl-40-727-N-;"WL L��V M11: 12 / 0.. 8�6 q0 0.2 0.2 0.4 .2 + ,2' •+1:8 ' 1. + 5 1.6 2 •6.1 0. 0.1 1 0.1 0.0 0.0 0.0 0.0 +0.0 UTLD PAI-40-7,27W7T4W' ,�0 0.0 0�0 0.1 0.2 0.3 /1.3 ^2.3`. ;:2•.6 ;, 2.1, 11.,2 1.5 0.5 0.3 0.3 0.2 0. 0.0 0.0 0.0 0.0 I + + + / '2 r+ 10. ` + p I 0 .0 0.2 0.3 /0�.4 0. . 2.7,. '- 2'.7 .`,'1: 0.9 0.7 0.5 0 +.5 0.4 0.9 3 i0.3 (Tr 0.0 0.0 0 +.0 0.0 / 3° 3s + + + \ + + + ISSUED TO: .0 0."Sly (9> 0.1 0.3 0. ,. ..0.• 2.1 1.T. .. 1 6 0 0.3 T0.2 0.6 0.7 - 0.6 0.t4 0.3 ONO 0.0 0.0 0.0 0.0 a°, / TOWN OF SOUTHOLD PLANNING 5-11-22 /0 0 0 0ti. 0.2 10 ;3 Too'1 F�l ` 1'0 9 ,. 0.7 1.0 1.1 +' 0.6 0.4�. ��.0 0.0 0.0 0.0 ^� 3.r 0.7 1.0 I , n� � 3zn •` O I StatArea_1 .. aall sconce 18,p• .0 0� 0. 0 ' .•,0. MH: 12 0,7 1.0 1.0 1.2 1.5 1. _ + .9 0.6 0. 0 0.0 0.0 0,0 0.0 Illuminance (Fc) 23 /• Average = 1.03 / 8 / •` Maximum = 3.6 �,,�- UTLD-PA1-90-727-U-5W0 Minimum = 0.1 0 +0-o •O O.2 O. \ 2• gall sconce .•.; 8q, MH: 12+ + + ` + T �� S LANE I Avg/Min Ratio = 10.30 ' MH: 12 6 . .A•. 1.4 1.5 I, .2 0.7 0.4 0.0 0.0 0.0 �lJ rSl v Max/Min Ratio = 36.00 '40 � 10. 0.0 0.1 0.2 0.4 1 -o- '.+ 1 4 °, ?fio0,4 0.7 +1.0 1.4 1.4 ' +l.6 1.3 +1.1 0.7 0.4 0.2 .0.1 0 " ,®� +0.,0 0.0 o I a / _ -�$ �4 0 .0 0.0 0.1 0.3 0/.5 0 +l.•" 1.1 zs,o' 0.2 0.7 1.0 1.2 1..4 1.6 1.2 0.9 0. 0.4 0.3 0. 0 2 .0 0.0 0.0 -�-•-o-_. I I o + O+ gn lit- + 'S °• / 0 0. 0.1 X0:31 '0.5 0. �."'.0. 1.0 1.2 1.�0, 0.8 1.1 1.3 1.4 1.3 1.1 0.8 0 6 0.4 �.3 0.2 0.1 0. /e�Q�tO 0.0 0.0 0.0 4 0.1 0.3 0.5 +0.8 + .•1. 1.. [ � 1.4 0.4 1.0 1•. 1.5 1.4 1.3 1.0 0.6 0.5 0.3 0.2 I0.2 0, �0 0.0 0.0 / UTLD-P fl;,4 -727-U-5W4 T$$ 13,5' �'•'� W H: 12 RI.0 0.0 N 0.1 0.2 �4 0.7 1.0 :.6 . 3 1.2 0.9 0.5 0.5 0.9 1.2 4: 1.9 1.5 1.4 1.2 1.0 0. 0.5 0.3 .2 0.2 i-+O.0 0.0 0.0 I •"UTLD-FA1-90-727-U-SWQ � I, (� hfH: 12 W Z } '. + .0 0. 0 0 0.1 0�' 0.4 0.6 0.8 1.0 1.3 1.2 0. "0.:7 ' 41. 0.4 0.3 0.4 0.7 1.0 1. ._ 0.8 - 2.0 1.7 - 1.9 1.2 1.2 1 0.7 0.5' 3 0,2 .0 0.0 0.0 .0 0.(.1. 0 0.1 A.2 0.3 0.5 0.6 0.8 0.9 0.9 0.8 0.6 0.5 0.4.'.; 0.4 0 5 0.7 1.0 1.4 1.5 2 0 l � 7 1 6. 1:. 1.7 1.3 1.0 b.7 0. 0.3 0.0 0.0 0.0 O w ; •�. .• � PROJECT: + • + + + + + + + + + + + + + ' 0.0 O 0 Qr.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0.�5 0.5 0 6 0.7 0.9 1.2 1.5 1 1 9 .3; 2.0 1.6 1.9 1 + :0 0.6 0.3 0 0.0 0.0 - a Nr Calcu i1oo � o / 0.9 o.s o.6 0.7 0.7 0.7 0.7 0.7 0.7 o.Y'. '�o: • 0.6 0 6 0.7 �J \� , z = ~ 3 Labellation Summary Av Max Min Av /Min Max/MiFIRST UNIVERSALIST + + + + + + + + + t' - + J + +09 1.2 1.4 1 5 1 7 2. 2..�';'. + 0 2.0 1.7 1.1 0.7 0.4 0i0 0.0 0.0 0.0 V g� OTLD-PAI-40.727-U-5WQ Q - CHURCH OF C1� MH: 12 _ - CalcPts 1 0 . 52 13 . 6 10. 0 N.A. N.A. .0.0 C .0I 0.3 0.5 0.7 0.9 1.0 0.9 0.9 0.8 0.9 1.0 1.0 0.9 0.8 0.8 0.9 1.1 1.3 1.5 1.5 1.6 1.7 2.0 2. 2.6 2,1 1.6 1.1 0.7 0, D� 0.0 0.0 0.0 O m StatArea 1 1. 03 3. 6 0. 1 10 . 30 36. 00 SOUTHOLD - � � I foo Z iIi C" Z ° O 51970 MAIN RD,o.o o 7 0.9 i.z i.4 i.2 i.2 i.l i.2 i.3 i.s i.2 i.1 i.1 +i.l i.2 i.s i.s i.6 i.6 i.9 2.2 'z. 2.s 2.2 i.6 i.1 0.6 0, ob. o. N O 117-O Luminaire Schedule SOUTHOLD, NY 11971 Z UTLD-FA1-40-727-U-5WQ O UTLD-PAI-40-727-U-5WQ UTLD-PA1-40-727-U-5WQ O o.0 0.0 0 + + MH' 1$ + + MH:412 + MH:+12 + + + + 2 6 2.1 i.6 i.o b.6 0. ! z o.o 0.o b.o O = p Symbol Qty Label LLF + + + + + - + +• + + + DRAWING TITLE: + + + + + + + + + +++++++++ + UTLD-PAI-4o-727-o-5WQ ( �N � 9 UTLD-PA1-40-727-U-5WQ 0. 900 + + + + + + + + + + + + U 2 UTLD-PA1-40-727-U-T4W 0. 900 + + ++ + + t + + + + + + + + + + ++ + + + + MI{: 12 \ + 0.0 -b 0 0.5 0.9 1 1.7 1.5 1.4 i-r7 • -•�.5-i�•' i� �T.6-2.'� I �.��i l.s 2.3 1.6 ( + 2 0.0 0.0 0.o z LJ W I 2 wall sconce 0. 800 s. ® I 0 Z 2 sign lite 0. 600 �0.0 + .0 b.5 b.6 + 0 1.3 1.5 1.2 1.3 1.2 1.3 1.3 1.2 00 1.1 1.2 1.4 1.7 1.4 1.5 .6 3.1 +2.7 2.9 1.8 1.3 0.9 0.5 0. I 0 0.0 +0.o 0.0 z o SITE LIGHTING PLAN I m O i J v I 10.0 �-0. 0 0.4 0.5 8 1.0 1.1 1.0 0.9 0.9 0.9 1.1 .l 1.0 5L 4 G' 1.2 1.1 1.3 3.0 3.2 2.7 1.6 1.0 0.6 0.3 0, 0. 0.0 0.0 0.0 d- C9 O LLL O UTT,n-P7Q-40-727-U-T4W 0.0 ,0. .0 0.2 0.9 0 5 0.6 0.7 0.6 0.6 0.6 0.6 0.7 6 0.5 > ° 7 0.8 1.4 3.1 3.6 2.3 1.2 0.7 0.4 0.2 0. I 0. .0 0.0 0.0 W 1t N o z w a O SCALE: -� 0.0 0 0.2 0.2 +� 3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0. 0.5 0.7 OI 8 0 I 0.1 :0.0 0.0 0.0 TRUE NORTH + + + � + + + + + I o SCALE: 1 20'-01' 0.0 .0 0.1 0.1 N --: . . _ __ • _ • _ • - �2 0.2 0.0 0 0.0 0.0 0.1 0.3 0. 0.4 5 o.1 ®o 0.0 0.o Cn PROJECT 0.0 g .0 b.1 0.1 .1 .1 .1 +0.1 .1 .1 .1 .1 .1 .1 .1 + + . 00000.0 --b.0 0.0 0 .0 .1 .2 .2 .0 3 + 0 + 0000000000 .0 NORTH W ZDRAWN BY: 0 0.0 0.0 .0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 b.l 0.1 0.1 0.1 0.1 0.0 + .0 0.0 0.0 b.0 0.1 0.1 0.1 .5 0. 0.0 0.0 0.0 0.0 0.0 20 10 0 20 40 PS � p D agog 0 + + 0.0 0.0 R�0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 .2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0 0.0 0.0 Q� �a 1 � Nia°5o'op'�w !! 4' CHAINLINK FENCE ALONG LINE 0 ' � � CHECKED BY: + N74�50 b W+ + + + 24�.b4 + + SCALE IN FEET o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o b.o 0.o 0.o b.o b.o o.o o.o 0.o b.o o.o o.o b.o b.o o.o b.o o.o o.o Lo � �I��•0 + o o.o b.o b.o o.o RMC / b.0 0.0 0.0 0.0 b.o b.o 0.0 0.0 b.o 0.0 0.0 o.o o.o o.0 o.o b.0 b.o o.o o.o o.o b.o o.o o.0 o.o o.o b.0 o.o b.o 51750 R TES 25+ hLC.o.O o.o b.o b.0 RECEIVED FILE NO. S.F�. SIDE`�IC� - -- -- _ + + + + + 'o. + CgNNEC7P TO P,USLIC WAFER o.o b.o o.o O.o o.o 1b.o 0.0 o.o o.o o.0 0.0 o.o o.o o.o o.o b.o b.o o.o o.o o.o b.o 0.0 o.o o.o b.o o 0.0 0. 0.0 0.0 0, 0.0 0. o.0 0.0 0.0Eso 0 8 2022 uth down PROJECT NO. DRAWING NO. b.o b.o b.o b.o b.o b.o b.o o.o b.o b.o o.o o.o b.o b.o o.o o.o b.o o.o +o.o 0.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 Planning Board - DATE: SL-001 SITE FLAN 15/04/2021 SGt4LE: 1 "=20'-O" PROJECT ENGINEER: de n Civi/Engineering d Construction Management 80' de Bruin Engineering, P.C. 10' 32' 2e'-1y2" 1T-10�" 11 Union Avenue Bethpage New York 11714 516.513.1313 516.579.2574 Fax 5'-4" 4-8" 8'-2" 8' 8' I'-10" 3'-10�„ 12'-4�„---- — -1_g8'_-�1 8'-n%4” It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the A B o direction of a licensed professional -tel 201 A-202 A292 engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the O drawing with the notation "altered by" " O followed by his signature, the date of .- ,..,. n, specific description alteration, an a spe ript' _ x ,o of the alteration. "o .1P 3'X3'X4' PILASTER WITH LANTERN KITC4 4/2 REF H ,o Ib o i i 204 O in DW I DW ;,i C� � A 204 s --------- - ,-------- A.. SMALL GATHERING PLACE - l PANTRY 5 'co 119 11, _ - REVISIONS DATE � j ns MEMORIAL GARDEN RESTROOM p 8 CL CL E 9B ------ -------- ---------- -- ---- FOYER zea 5 A ze4 I n I 120 Z � rjAO 1 _ " o DUCT ENCLOSURE C1 1 4� ATTIC ST I I r I�' A -\ ---------- 1 'v (L -3-6- ' '+�� 5 ISSUED TO: CLOSET RESTROOM O O O Q ; J] --- - -- v - 121 4 T l I A tYDN -----111 O L",zVESTRY DN _ ACCESSIBLE RESTROOM M O 124 (_ DAO JAN. CL 41 O y'-112" c B a - \ /' 123 2 105 10a ACCESSIBLE RESTROOM r ,- le „ --- -_- O ENTRY VESTIBULE "I, CHANCEL G DAB \ O 1-4 1-4 GALLERY �i BABY CHANGING STATION D G MEETING ROOM �— �' A 203 DN - -N --= ----- - ------ = ,01 GDA 102 r CL O �FIRST FL ELEV. v -� -0" CHANCEL iA 0 FL.ELEV. - 12'-4y2" D PROJECT: - - - D I'-4"1'-4" 103 LOBBY VESTIBULE o ,� 10 0 109 m m FIRST UNIVERSALIST :� - - CHURCH OF SIDE ENTRY 3'-4" 8' 8' 8' � � O --- - -- SOUTHOLD DOUBLE HUNG WINDOW 51970 MAIN RD SOUTHOLD, NY 11971 O O O 106 10, 108 Q Cq VAI 0 ,41 CO DRAWING TITLE: DUCT ENCLOSURE G ENTRANCE ` I D/ \B s II A CHAIR STORAGE MINI5TER5 OFFICE CL ADMIN OFFICE e _ FIRST FLOOR PLAN - Q GL A-203 `-� (5)3/4" PLASTIC eA IS„ DEEP I LAMINATE SHELVES SUPPLY CLO - ,N C ,- 15'-1�„ 12' 4,V2" 1,-6„ I 10,_3j1 I " DAO SCALE: N N O O SCALE. 3/16"= 1 '-0" 0 a DRAWN BY: A e c o PS A-201 A-201 A-202 A-202 CHECKED BY: - --- -- �' — — -------- - ----------- RMC 8,-2" 8' 8' 4'-10" 11'-3„ 4'-3„ 6,-6" 6,-6" 4,_3„ 8,-3" 10, 29 15'-6" 13 12'-6" RECEIVED FILE NO. 5 0 5 10 0" — _ ._- 80' JUL 0 S 2022 PROJECT NO. DRAWING NO. PROJECT sour ng Bo rd - Xi Planning Board NORTH A-102 DATE: F I RST FLOOR FLAN 15/04/2021 SGALE: 3/16II _ 1I_0" PROJECT ENGINEER: { .J., A. , ,I : , JJ-J de n ,-�`� j `J 11JJ^ Civil Engineering&Conslrvclion Management li 00 -- L� � - _-- de Bruin Engineering, P.C. ,' 11 Union Avenue Bethpage New York 11 714 C 1,\ 516.513.1313 516.579.2574 Fax TOP OF PLATE + — �,, _ - _ - , _ _ _ _ s,a -- T -,7 -T- _I I, 1 I- —�,,s-,-�. _ - T _, IT , TOP OF PLATE It is a violation of Section 7209 of the 29`3 /,-��jl I: �,A ,, ,i A } ,.A,I l., ,, 1 -T-1,,---TTS:C-',J, I, A7, A I. U_t :A. 1. ,a I `I I;` ,C. a , t-- J,, _� J i'I I A, ,iA a,I I.L,I 1 -J: -11, , " +29-3 IInI`,.Ar -1 . z' i.} I I, I^ CI' n I J , I . AI , inn. , J I ,'I r -,' I I I 'I � r, � I',' I I rr,� ��, I' I I I � I New York State Education Law for an r' 'I I , J n i -^, Jn ^J_^ .1-J A,.I �,J.,[,_ J t.. :^_T ,,., 1,. . ..0 x,. L ; . J,: C i-l.,_,,_ -„ ,rA-Aa-:_J,.: J ,nt Y ,;/,J xi '7.I J.:.IJ C,I .j-,_,.I .I.t 1 �' 1,,.,- I J, .I., z.l_J JJ A�i 1 A I., xI-,"j-.,- J,^, ,L,A I,Ji' ^ ,, ,,LA_AA J Tit1J, "Li. J -! !, �,J, . A .-I i :_I's l [ z •.t,,r z11,AlI.n, 7A I,n_ -[ 1-A,,I,:.I,A .I A.J.A.,-I 1J ,J-,�J -,-1r -' J.I,i i,j-1,A_z' .IJ>_i a,J I ,,-I, I ,1 I I-J, I_: I 1T-T ,_T I 1 ,1-.- J- rI i- J,,, I I I J J,Z-1 I J. 1. A,J ._J J 1 I ,I perSDn, unless he is acting under the J I -),,.IA, ,J,,_II, C, J i ,.•L.1 I;_l,_I_n7A,I,'.rJ LI : , I-I•.i i-IJ.-A,J J ,'X., 1 . ! ^,JZJT..J I^.I.C.T T ' I. a _ JCA_ �i I.J , i,. !1_ J_,1_I I _�, ,I,? J.J.J ^J '_lJ_ J_ T I,I s'. ^YC , T, ,,1,J_1 _nJ II,iT,I,I I :Ji J T" ,IIJ7, I- 12 ,,' ,A1,I , I'J. I C.T.AI-I.II.,i_ 1, , r-^JiT` , :� ^AC'r T J rl a J , z, T J_. I�_,,I �I,_1 L 12 Idirection of a licensed professional 12 J 1 a I_J. ,J , J.1, J.. ,.J ,.1 ,`I ': 1 x,,.-. I I nT I,, I .I_ r' f I 1 ; r i' ^ , '� a- _ I'.` a.J-1J._ I , J TI;` J J J 1,, I-- I a^, . J i , r. 12 ^J'I'I' Y: , !^ til,. . _I A I Y J I A ^,J . ,,z;J` z;A'I^I 'J ,,",'a' I. I_ �;;, �'' ,, -,,I'C`i ,; :J-I n `I 1 •h ',� J� , 1'I'_ . ,A .7 :'I ,z., t J J , „JA; engineer, to alter any item on this i.A•. h[ z z Az t I, C J : 1 z �T,A i 1 12 ,J I�. I i A ' z.^i a2 ! ' 12 I j�I' I z.t ,i - ,J.ti rA T, I J, II,., I .I .J'J ,CI_T,` l..t I I'',r ` T I, J. I AI: z, ,I , .J, I 12 drawing in any way. If the drawing is J' '�-„1. .LJ ICJ 1n I-^J L_ I,I,I” _I ,i;I I I' " J, I J,n J^,, _A ,,�, LJ._ 1'nA t,J� -.J., -I J. t_ ,.,' A_,. J ,l,_l .A,^.A„ A A _ 1 I- I. , ,._l ;_, J , ^zn. JJ_ I' J ;." J z_^I i - A r'' I"III •I , ;T J^,-I I -i`^.lJ a' ',. . I- I 1 I'CI :-1, ",, it , I. . L,, ,I J, II I^} 4J r ,_ I T , _ > I,-U— A,, ,I I _I, altered under the direction of a J I J_, ,J,- ]T.r'Czi J, A[ J,I,A I' 1 ,-z _i -_' x-�-, ? 1 I I :�. a L J,J,J.IA ^1 i J a,,_ J J.J J,.._, ,,C , r T r` F,!"! DIY' '1 r r _ ;_I 7I,r._-1r,,J' ~ I ii _J-: 1_-i I , rt, I ^:` ^rJ J I �,,I^.. .J;. I,J_. , I, _ 'C_ T .J. I I J,.1�`J_ }, i I J J i J -I I '' , ^ , J.1' C7 't , hi ^ , , z 'I,, I' A '. L ' A a, a .A l _ _ rA , A.A, professional engineer, the altering - J,IJI .J , 1 J I`1,LJJI I .I .` ._I_.' I ""I'IJ , II1I., 1,X I, IAJ_'J JA JI.1^iA _ IA .. J.- ^,l^.^ L I , i IJ L '; , , AIA /'T -1 �_ ;`I ` t J I IJ ,I JJTJ I J J, r J J` "C_I ^a I I I.J I-II_, I "JI tiJ IJ i' �7 zJ _J2. i- + I I r i2 z r:. .I,1, A r _i engineer shall affix his seal to the i I. 'rJ iJ, J _ I ,J `JJ1J r r ; ^i- :II, I �` 1.AI; Txt; %—� - I 'A 1 I z I, iJ ,.I^JA ' ;}'1z;I ,. 9 J, r r ff z J- 1, � r '� Jrz 71;1 JT 'JAI I. J. .z_ A 7-k I : ? Tl`J, ..T . zz, I I "J J-, , ,;1, j1 :;I.J`,. , J 1'J ^ AJ ,, n�-, I,J , ;, I a,1,J.,'; ;;I; 1 �, 'u , : .T' 'I I_I J ,:z,a I J :.J; ,' r-- J'A A z drawing with the notation altered b i.iI.J,I_TI-it - J,.`J,,J JJT: i,I,. .J ',L-1AJ1 i_J_I, iJJ II I-J,J.. iI"T'JJ, 1I,^.I, ; i_JJ_�J,. T !-- j% �4- I-' J� ;;1r ; I i,I Y ^i ^.I-. J.i-,.1-i I.�_I ,,I7 , J , , .J`- ; , . 7; I '1 ; iJ I ,tiJ-.I J,, _�% _ Ili, JJ ,TI , -I `1,J :j 1J^IIAll ``,I .:IJJI1I JlII ,.J r ,-;. � ^I , I J . �Jr,-, , I_, r� -'�' 1, followed by his signature, the date of ^J . tiJ t, I : . -J .T;CJ11 J iJ r^ a J_aI, AJ ._r n, CJ _J . I J1 X1_,,,1 I'IJ IJ II^;`i': JJ Jls J, .1 , . A,, II', J J,I J zJ,J� J"IJ7 alteration, and a specific description I IJ,_JJ,,.X .I ,,,,J , I, J, 'r" rI l- JI,fY' 1 1J 1,1 J J_ ,J_ r .J.; .1, 7"i i I \ a-a I J I J, J I. J 1' [ I,II ' J .; 1 ,[' T nJ,...�I�,CJ .' .I,.` T J,1.J, n1, J I .I_ ,IJ , '�- A>JI-;S I, ,I.J,J.T J_I , '�: a IJ;J 1_; :�, -r i` - - 'I �� I 7 i C:JJ 1"I'I' i` r' I1.1 r T J., ,ISI. of the alteration. C7. I .JJ I,IT i 11 I II AiIJ;IAa a CI',I - -- --- I,I I C'I j I-11 IIJ,,LI, JI, J I,J1,IJ J :1IJ1 // ` \ ;`I`i I 'r1 II^ I IJ'T1A LE ,J_,r;L ,�iJ-,>`i;IJ : I- �, -_I- � \ t.A I - 1 -J.I J 'i J J ,J J I}J [ I..�.. '1 ,.A J J- I } A,-J,,J ^I ;% \ ,I T i r Ir ,z_. i _ �'. z. ? - L. JJ. 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I .I , I J I a_ ,,I'l L, J A�.. ,I ,J-J J .I , I I I: II - �l '�r �� �i I 7 ,r - - .i j , r ' A, _ I„1,I ,.l _1' I 1 I,J J ; ,:. I I rJ,,,I a,T ,,�_I C1, J, .I,J_ 'I a, I, J, I, IJ; ,- , DRAWING TITLE: 1 I- 11 -1 ^, - I J I ^ ; I -I 1 L�V� I I ,.I ” .I; A, r I I,I I A ,I. I r J L I l J_l _ J '.I_ 1,, r- I, `I -, : r I�—r I'I , I. J Z J A 1 ; l I -1 I.I I 1 1 z'. ,', .[_ AI 1' IL I r' 'I �, ^�' i I ' „ J I {I. I"J I, "i, .1 ,. i ., ,l. I, I. J, 1 1 T I ;. _ I ;I°^i ^A 1 >`-I I I '1 y r' Jr� J', I 1 I L: I >, J A .J a I �IJ 1 1 1 I I' I I .�r, �,' °r ,J ,1 IJI ,A Y f _ i 1 I } Y Y f' I ,I i" C~'I:AI, .I.J 1 r T IY I T'_ X .I-1 r � _I'1 I I .1;,II_I; 1 1, I C; A`1" ,I l A,IT I I ;J A71,I1,1 i I' I 12 , ti., ,,IA, 'J,1 I'� I� r Y�vY Y,` 'r-v AA `A, I I IIs I A aJ. I J Ir TI 1 ! I i' 7`"7 l 1 71 , 0 �-- I "I _Irl I l T ^ 1 [ ^, J_ I1 ,; ,A A _ r 1 , , ,Y 1 I`, I `i I !; �J� 1. .AA _I ,, Z I -1 r I.I �l J� A L I J_^J. 7 �I 1. �J� ^J �I I J , TOP OF PLATE (T L I 1., r` r ; r , , � >�' `� � - J �. - _ I ^yA ,I , "I I I r. I. ,A., .I^,J�. rl_i I ' J 1_J,1 1 .",.J :_ I J_.� r Y1 Y' r ” 12 TOP OF PLAT �� r, 'r Y - —s E /� r ry �,.� Y -- .i1 , SOUTH ELEVATION + - \A .1�, 1/ Y, YLY � IAS,_. A. Ii,I . �.I � 12 1 1 Y , �— 8 I Yl `� I r1Y T --- r' 1 �r a !a I +12-a' I V �1Y I , [ ;12'_11 I 1 Yi 'f" � I � Y Y� I ;J , 1 EAST ELEVATION T 1 r` r� r 'r l '> I 'rI rYJI �1 .� - I , Y I _ I I I z�7 7� r -7 _ _ _ I , v r rrJ�. � r� � � I , 171,r, Y Y 1,- ,Y;�.Y r I'`;I T I 1, T; �T T � - I I I [ , I I, - ---- I 'I r^: 'I 'Y'7 - Y Y 1'Y- Y Y' 'I' - I - _ - 1 _ - - - , - - 1 �I _ ATTIC 5UBFLOOR ELEV 1 ,h r .r L r-1 _ 1 I IJ - 7rt 1 1`I v Y Y Y" I : , A' A i I + 4 1 9 8" I 7 I I` 'z I Y 1 a J. I '�Yl 'l (� i I � i 1 '(lY T y� }" I OP OF PLAT E I I --- - -- - --- - - I 1 8' I i 1 I I ^�I 8 I I �I I I I I 1 I 'J I . I - I I 1 f I I I I 1 AL I I , SC E. I I I . r• i I I � I , c4 I 1 !I 1 • I 1 I I 1 p �1 I I i111 iJ > 1 I I I 1 1 I - - ® H' ', r 1 r I I 1 I I ivII I I 1 — 11 � �, I '.I � i 11 I 1 1 1 'I It , — tP .; — I I - J _ I i ___] / I 91 SCALE . 3/16 1 0 N , \ =1 i� �: I , jr I - I - , — \JI 1 1 ! '71 1 T , Ii, � , I f � , } r I C Na La� I I - Q N I 1� 1E TOP OF SLAB ELEVATION _ _ U 1 - � � ❑ � = � TOP of SLAB ELEVATION I : i F I DRAWN BY: er_0, = I ___ I � ¢, - - - I:: � - —e=e" PS I I I I I I I I I I I I i : I 11 1 I I � � i � i � i CHECKED BY: BOTTOM OF FOOTING L J i i i J �_1 I `-I L_� LJ -4'-1" ------------- ------------------------------------ -------------------------------------- ----------------------------------------- -------------------------- ----------------� BOTTOM OF FOOTING ----------- ------------------------------------------------ -4'-I" D— -- 3 16"=1'-0 5' 0 5 10 N >v FILE NO. / > � '`, - N H I a, w 0 I c 02 U -I +o ti PROJECT N0. DRAWING N0. EAST ELEVATION W JV' a A-302 3/16„_1,_g„ cl�_ DATE: A-302 SOUTH ELEVATION; FAST ELEVATION 15/04/2021 / r PROJECT ENGINEER: de n Civi/Engineering&Construct/an Management / de Bruin Engineering, P.C. / �� 11 Union Avenue Bethpage New York 11714 / 516.513.1313 516.579.2574 Fax i / / It is a violation of Section 7209 of the /+ New York State Education Law for any °' person, unless he is acting under the direction of a licensed professional 0.0 0.0 engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a / 0 0.0 / .0 0.0 0.0 0.0 professional engineer, the altering %� ,� engineer shall affix his seal to the °/0.0 0.0 0. 0.0 o+.10 .0 0.0 drawing with the notation "altered by" followed by his signature, the date of / / ���` alteration, and a specific description . 0.0 0.0 ��� 0.0 of the alteration. 0.0 0. 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0. 0. 0 0� 1 0.0 0.0 0.0 0.0 0.0 0.0 0 01��.0 a �G /°0.0 0 o.�G + .0 0.1 0.0 0. o. o.o 0. t0 0.0 0.0 o.o X" 6� o �G e9 C , 0. �(b: 0 0.2 0.2 0.2 0.0 01G�U C, .0 0.0 o.0 0.0 0.0 0.0 ° G + 0.0 0 0.3 0.3 0.4 0.4 0.1 0.0 60.0 0.0 0.0 0.0 0.0 �� moo• 'l�j, 0,c� ,y I° G\ 'A REVISIONS DATE o o.0 0. o.0 0.4 0.6 0.6 0 7 0.6 l G�� o� L o.0 0. o.o O.o o.o o.o o.o �O V� y .0 0. 0 0.1 0.21.1 1.1 1.0 1 1.2 1.2 r �.0 0 0.0 0.0 0.0 0.0 / 0 ��0 +0. 0.2 0.2 X2.1 1.5 1.4 1.5 1.47 .1 ��� �" 0 �G 0.0 0.0 0.0 0.0 +0.0 �o.o �° (�.• ' 1. -PAI-4.>._727-1�Wi �� ��• �"�`• �� j� V ,e < � 0. E�6 0 0.2 0.2 0.4 .2 ? 2 1.8 1 8 T.. 5 +1.6 2 6.1 0 fl 0.1 1 70.1 0.0 0.0 0.0 0.0 0.0 ° UTLD PAl-90-727-U-T4W -. _ ,, , ;. • // 'b MH: �2+ J, \ ,0.0 0.0 0 ry0 0.1 0.2 0.3 %1.3 / 2.3 2.6 2.11 1 5217, +1.6 1 J. _fir 0.5 0.3 0.3 0 2 O.L 0. 0.0 0.0 0.0 0.0 0 .0 0.2 0.3 0.4 0. 2. 2.7 2.7 1. 0.9 0.7 0.5 0.5 0.4 0.4 B 0.3 0.3 0.0 o.o 0.0 O.o CO CID ISSUED TO: 0 0/�t9y (9� 0.1 0.3 0 0 +2/1 1.7 1.6 0 3'a Zsh .3 1e 0.2 0.6 0.7 6 0.6 0.9 0.3 0�� 0.0 0.0 0.0 0.0 . TOWN OF SOUTHOLD PLANNING 5-11-22 1 + fo.o, + 0.2 .0-5-,p,. 1.3 1. 1, 1.0 0.7 1.0 1.1 4.. 0.6 0.4�. � 0 0.0 0.0 0.0 + ° 0. 0 0-40) StatArea 1 r �� wall.. .;n,�nce 18.0', - i .0 0, 0. 0 1[ 0!� 1.0 1.2 1.5 1 9 0.6 0. \ " 0 0.0 0.0 0.0 0.0 Illuminance (Fc) / - '- 13,8, - I Average = 1.03 I �p' 8 llTLL-PA1- 1 li b. Maximum= 3.6 / �. MH: 12 �� Minimum= 0.1 ,�. �. ,may 1�-� 0 0.0 .0 0.2 0 1 - 2 0. oe.6 1.4 1 5 - 0 1. .2 0.7 0.4 +� 0.0 0.0 0.0 0.0 b.0 TUCKERS ¶1 T Avg/Min Ratio = 10.30 ' •;ki: 12 �- 55 JIIIl IN,�JI Max/Min Ratio - 36.00 ^ " q a-00.4 0.7 1.0 1.4 1 4 1.6 1.3 1.1 0.7 0.4 0.2 0.1 o pg.®q + ,10 ��. 0.0 �0.1 �0.2 0.I 1 0. 1 4 01 0. 0.0 ° "r r 6. ° I / + 0 0.0 0.1 0.3 DI.S 0 S 0. 1.1 29.0, 0.2 0.7 1.0 1.2 1.4 1.6 1.2 0.9 0. 0.9 0.3 0. 0 2 .0 0.0 0.0 o10.8 �l+ .0 0. 0.1 't44 3 �0.5 0 0. 1.0 5'' 1.2 1.Q1a, 1.1 1.3 1.1 0.8 0 b.4 .3 0.2 0.1 0. ell 0 0.0 0.0 ° �s. C"'J 0.0 A0 0.\ 0.3 0.5 0.8 1: �1 ( \ 1 4 1.4 s 0.4 1.0 1.3 1.5 1.4 1.3 1.0 0.6 0.5 0.3 0.2 70.2 0. �0 0.0 0.0 s. Q Uy_T�LL-Ht J' � W � A�12�� ..� 4.0' - 0 0.0 0.1 0.2' 4 0.7 1.0 Z 6i i 3 1.2 0.9 0. 3p 4Q•. 0.5 0.9 1.2 9; 1.9 1.5 1.4 1.2 1.0 0 7 0.5 0.3 �.2 0.2 X 0.0 0.0 0.0 U ..UTLD-P91-40-721 MH: 1I. w .0 0,.0 0 0 0.1 0 0.4 0.6 0.8 1.0 1.3 1.2 0. 0 7, fl 0 4 0.3 0.4 0.7 1.0 1. / 1 Z_ 0.8 - 2 0 1 7 - 1.4 1.2 1.2 1 '0.7 0.5. .3 0.2 J.o 0.0 0.0 U.0 0 0.1 �0.2 0.3 0.5 X0.6 0.8 0.9 0.9 0.8 0.60.5 10.4 0.4 0 5 0.7 1.0 1.4 1.5 20 1 7 � 16 1:, 1.7 1.3 1.0 d.7, 0. +0.3 0.0 0.0 0.0 PROJECT: z W -0.0 ^ 0 + .2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0 ��S 0.5 6 6 0.7 0.9 1.2 1.5 1 01 % 9 1` 2.0/ 1.6 1.4 % 0 0.6 0.3 .0 0.0 0.0 Z }- q I z aC Calculation Summary FIRST UNIVERSALIST n 70.0 �o o 0.4 o.s 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0 7 0:!r' 0.6 0 6 0.7 �/9 1.2 1.4 i s i 7 2. 2 0 2.o i.7 1.1 0.7 0.4Calo o.o o.o o.o (� U 7 Label Avg Max Min Av /Min Max/Min TL° `'h '' Q J - U CalcPts 1 0 . 52 3 . 6 0 . 0 N.A. N.A. CHURCH OF - -- MH: 12 u © ►- J 0.0 +90 w .0I 0.3 0.5 0.7 0.9 1.0 0.9 0.9 0.6 0.9 1.o 1.0 0.9 0.8 0.8 0.9 1.1 1.3 1.5 1.5 1.6 1.7 2.0 2. 2.6 2.1 1.6 1.1 0.7 0. I 0.0 0.0 0.0 m StatArea 1 1 . 03 3 . 6 0 . 1 10. 30 36. 00 SOUTHOLD D ` O ..., a' 51970 MAIN RD, 0.0 0.0 z .0 ' 0.5 0.7 0.9 1.2 1.4 1.2 1.2 1.1 1.2 1.3 1.5 1 2 1.1 1.1 1.1 1.2 1.5 1.8 1.6 1.6 1.9 2.2 2. 2.8 2.2 1.6 1.1 0.6 0. ( 0 0.0 b.o O.o N O p Luminaire Schedule SOUTHOLD, NY 11971 I LD-PAl-40-727-U-51,,c - )Al-40-721-IJ-5W 1P1'LD-PAl-90- _-Sv9Q Q �1 0.0 0.0 0 0 + 1 MH: _ ____ _+ 2.6 2.1 i.6 i.o U. 0. 2 0.0 0.0 0.0 = Symbol Qty Label LLF + + + + + + O N 9 UTLD-PA1-40-727-U-5WQ 0 . 900 + + + + + i- RAWING TITLE. _ a - - - - + + + + + + + + + + + + I + + + + + + + + - fiWQ � f ,ee;a + + ++ + + + + + + + ,+ + +, + + + + + + +1 + ++ + ++: + MH: 12 �w LU 2 UTLD PA1 40 0 . 900 727 U Tow 0.0 .0 .0 0.5 0.9 1 - 1.7 1.5 1.4 �-r7 • -�.5-1.-2-- r s -r.15 .-6 )77 "�.§ i 1.s 2.3 i.6 I + 2 0.0 D.0 0.o Z w 2 wall-sconce 0 . 800 Z � LY- 2 si n 1 0 6 0 � Z g lite 0 "0.0 � .0 0.5 0.8 + 0 1.3 1.5 1.2 1.3 1.2 1.3 1.3 j 1.2 0 1.1 1.2 1.4 1.7 1.4 1.5 3.1 2.7 2.8 1.8 1.3 0.8 0.5 0. I 6 0.0 0.0 0.0 Q o SITE LIGHTING PLAN ;~ - • - O J I I 0.0 �. .0 0.4 0.5 + 8 l.o 1.1 1.0 0.9 0.9 0.9 1.1 1.0 32.4 0' 1.2 1.1 1.3 � 3.0 3.2 2.7 1.6 1.0 0.6 0.3 0. 0. 0.0 0.0 0.0 y-� I Ll- � UTLD-PAl-40-72'1--U-T4W 0 06 L- - \ 0j CJ) Cnn va, MH: 12 0.0 r0. 0 0.2 0.4 0 5 0.6 0.7 0.6 0.6 0.6 0.6 0.7 .6 0.5 ° L. N CT) \0 7 0.8 1.4 3.1 3.6 2.3 1.2 0.7 0.4 0.2 0. 1 D. .0 0.0 0.0 W I v z Cl- 1 SCALE: Q I O N o.0 .0 0.2 0.2 + 3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 .� 0.3 0. 0.5 0.7 .0 8 0 I 0.1 �0 0.0 O.o TRUE NORTH + SCALE . 1 - 20 - 0.0 .0 0.1 0.1 _ _ + ____ - -�2 0.2 0.0 0 0.0 0.0 0.1 0.3 0. 0.4 5 0.1 ®0 X0.0 0.0 e � b . _ . _ . . _ . _ . _ . _ . _ . _ � � j � PROJECT M Q 0.0 0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o.l 0.1 0.0 0.1 0.2 0.2 0 3 0 0.0 X0.0 0.0 0.0 N o cn w NORTH ° DRAWN BY: to 0.0 o.o 0 o.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 + .0 0.0 0.0 0.0 0.1 0.1 0.1 .5 + . 0.0 0.0 0.0 o.o 0.0 20 10 0 20 40 PS c�R� AR�ti 0. 0.0 .0 0.0 0.0 0.0 o.o O.o 0.0 0.0 o.o '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 .2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0 0.0 0.0 N�4°5o�o�°w 4' CHAINLINK FENCE ALONC LINE 2 b CHECKED BY: N74050 00"W. 24r•ot14� SCALE IN FEET o.o o.o o.0 0.0 0.o o.o o.o o.o o.o o.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o Li�NDo.q,jp.oO�.o o.o o.o o.o o.o RECEIVED RMC IV f I' o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.a 51 750 RWSMY L.G . o.o o.o o.o S.F. MAY 12 ZOZ2 FILE N0. o.0 'o.0 0.0 'o.0 0.0 0.a o.0 0.o 'o.o o.o 0.o o.o o.o o.o o.o 0.o o.o o.o o.o o.o 0.o o.o o.o o.o 0.o o.o o.o CgNNEUf 00 PoIJ�LI o W�O.�R.o o.o o.o L Sout o Town Planning Board PROJECT NO. DRAWING NO. 0.0 0.0 0.o o.o 0.0 0.0 0.0 0.o o.o o.o 0.0 o.o o.o o.o o.o 0.0 0.o o.o o.o 0.0 o.o o.o o.o o.o 0.o o.o o.o o.o 0.o 0.o _ DATE: SL-001 SITE FLAN 15/04/2021 SCALE: 1 "=20'-O` lP � r rn = r > O z O N O o y � 0 O z r 00 m z � mm O = m C) rTl O , MAIN ROAD - NYS RT- 25 C N16004'30"E 79.9o N16 27 20 49.98 , �/'�) •,�., i ; Dom../ ' 3 + + } * x * * \I f } } Y t✓ y :OOn� w w D " 8Z - ' + f / 11LL _m k�a� cv 0 'D= � `•� d'm o 2 m cD + o + f o 1,019 SF s _ _ • A. n n�' and + �`���.✓✓� } C 4 } + w * P L f } t �r r P:1) JI a a s v } + + Y + s t'}*o+ s f } * +* + O a oti Z 0 r� Cil * O r +} } +* * s s C) M v Y + Z ` 4 + y f+ ++ } * } +* }* f 100 O O 00 W Q1 F� N N N Ul N F� A l� W N Z N O o S o s o .•.t 00 O ~' O Q O W A O F-� O lD V W O In W U 1 V 1 �' W N N V m N 00 co r n s s s \ / 1 0m � m � s s s ��� s s 153.24 D 0 S10o23'40»W s Jf < NNQ � -oQZ � � r � OTm � p � nnnnco > Dy 'S W = Qy �<, n � � Q < O < < DN � Qrn � T „ -vim � _ � = n -' c�i� Dm w �s ® < cn cn p o o O Z r C n N Y n 0 n C n to (Q C C—DX X (D n (� (D cn n in n n O O n O Q n C X X X 0 (n < o n n O N (D n N n n (D CO to -p < O (n n C O n O O C (D (D (D N 7' u- C om, C D cn n C O C (D (D - n 2 N n Ln C C X n n -91919. n -i n cD n < � n 3 N n Q 3 o Q �• 3 m 3 o n Q Q n Q3 o Z cD 3 n Q D n s (Q. 0 (°. n 3 n - c n n n O < n n o0 OLD UNION (° �^ < c � - � nno � � „ n = c' mn o c n 3 c n n -� _ o n 3 c Q' �c o (D n �. cD. `� o n n IT1 LANDN/FOFSOUT' � _ � 1Q MNX0 Q Q QQ > SCHOOL DISTRICTS � � 3 ° �' ° Q � n ° c Qoo � � Qn n � D FREE PUBLIC WATER �' n n (D 3 3 ° Q 3 `�D_ n CT 3 D D CONNECTED TO 3 3 n Q W y C_ r r C Z3n a Z y Z n D --� N Q u, 0 ;' 3. 0 w lD n -y D cD rn l J Q o 3 D c D 0 Z �� Q 3 Q cu (DDS Q (Q c O C n' C OC 14Z O oQQ :3 � T - Q0 �_ _ r' ooNl< ° N. o az o 7Eg3: 14n2zQ (" = Q Doi > - � Q no - m c wnNm ; W x x I'Tl Q o ° - c o a rn Q ° m ° - Z3 ° ° m < 3 Q 3 n < o o = o o Q r r cn v, ^^ N O (n -+ 0- y a (D W N n n (�D (D O (D Q (D ( C -< N N (D n (D r � � zZ VJ 3 0 � ° oQo o .. � o � non Geo c n � � D 77 m Q n � Q (DQ � < � o � on � O D -o m — -. n (Q W O � W O n O T -• O (n -u n � O C O Z 00 -, � � �' �' rn� c m ° ,�, 3 n a � o (DD m m G1 an � � Q' < (D T `° —1 70 Xrn o n-0 Q _ 0 3 -, c� m D 3 cD -& n n (� o m m N r r _ m m m Z z p O c�D Q N N Q -+ N (D Q 3 O (Tp O O O m � n.� � N � 3 Q z �_ n 3 o �" n m (D Q � Z 0 �00 (D 0,9 o N o n n m n _ m m n �^ (D O -0 p_ m T 2 rn 3 (�D O (D n o N (D n O 0 D N C O G 0 � O C /T`/ 0 Z (D °• 3 .n Orn Q (n n_ R1 (!1 �` I f l < (D 2• N c c o � 0) O '-p n m 7 - p n Q Q v,' C4 N N N_ N N Lo ma (D n (Op O W (n (n CQ Cn (n (O N (n (n Ln J O (Q J (n (Q (Q (n N N (O I (Q CC) (n (fl (O N N H W _ '4 (n _� CSD -. n (D n n n N n n n W n n O _ O n p n n n n W N Q Q O ,~ C) n n n n W W Q ? rNv N (D -0 W Q Q — — — - — — - — — — — — — — — — — — — — n ini_ Q' 5' s' 71 n Q n Q Q Q Q N + n ® O (D (D D 0 n (7 0 (n 0 (^ -D c_nD S '� X 0 A X in O N "�d cD'D O Q.(D a'0 Z— � 3 i.�. � O m m (n D D D O cn �r.o � 0 � ,�-+ � =,'om - O m n o Z m `m O m �� o ��. � �� oCD cn � °' 5 %`(D `m C) 0 � /� Z v m =CCO D =3mNa� mo' o_< y � N Z W -I O O O_ O - 0 C -, � D m O O � � m Q .cno �=r w CL� �o � ,�o m` a z 0 C CO — - m O w 2 � ,,.,' m 0 m _ 4 C C z = m P . c"mcD �,cQ (SD � CD o =r O � � th J� - - m r � � % O N a 3 O x o n < 0' y CO cc cc ^ \ m cu D d FlD (DON O OO Co cD .� m OO �V U -nD Z �.a� om � °) r.yag � o n a N i - -O CD O (D -+, 'T1 is n x, 1 r O n 3 �'CD �,' -, o O v a cr ILA' CD D �< m ~ $DAM E= FkU APR 0 5 2022 Southold Town �t Bob r� , rr r =w RECEIVED -- - APR 0 5 2022 Southold-Town MR Rik i �1 No as an my, as � f _ 'r RECEIVED F APR 0 5 2022 Southold Town Plannin Board oil RUN �. I m.. maii r - r APR I 5 2022] i :F ". Jw ,, RECEIVED .. L—S • i •-Town Y off t _ - _ �r �y•�. yam., �Y C r tt i 1 RECEIVED APR 0 5 2022 Sout old Town _ r Ism w�,adz� � *'r'�^* '•39 �3qt �.t � ¢s w G "ss w " iY= j► T_C . arm' s , r � ea.• e RECEIVED APR 012022 r Alm -r e. a .T f t. • r L3 25 TEST HOLE DATA SITE LOCATION EL.28.0 2 0.0 RESIDENTIAL FINE TO MED.DARK T�OKEI�sLAN '9G� �' �S• Q / LOCATED 115'8300'EAST BROWN SILTY FINE Ec`i OF PROPERTY yG� aD111 SAND(SM) Ca %V • A9 /" bu FINE TO MED.DARK 4.0 % m°d BROWN SILTY SAND30 Z ur °tP°� SM a FINE TO MED.LT. 6.0 BROWN RUST l �^ 1 BROWN FINE SAND (SW) 1 FINE TO COARSE 8.0 N � ZbJas RUST/PALE BROWN LOCATION MAP SAND(SW) CONC. ALK(TYP.) 0ti,, 10.01 1"=600'± FINE TO COARSE SIDEWALK EX.4'WECONC. v a •: PALE BROWN SAND SIX40' f � �A�t �b SOME-COARSE TO , STORAGE SESTHOLELARGE GRAVEL(SW) RECEIVED o ! EX.6.T SNOW - -h,; 'G�y _ I TRIP iP mW ! ' a PROPOSED 1-STORY CHURCH 15.0' t APR 05 222 TUC]KM=EMRS° UNFINISHED CRAWL SPACE MED.TO COARSE (MECH.F .29SL� NB�D N 4,446 SF oa•s•� PALE BROWN SAND Sout to d Town -SOME FINE TO CARD RAIL Dd� I g SMALL GRAVEL(S W) Planning Board STOP TOPSOIL AND SEED I I ITEM 612.01 N i X51 ITEM 609.0401 ~® 1 EX.CONC.CURB 'SII o (TYPE ACURB) 3 22.0 S FINE TO MED.LIGHT 1132 SIDEWALK IDEWA KITEM6D8.01 . ASPHALT z�.7 BROWN SAND- ( ) sROPOSKITEMDECO PARKING O 22.6 EL.5.4 HIGHEST EXP.GROUNDWATER PER USGS WELL S16780.1 ® a r C O�POS D)CON. 9�� SOME FINE TO 24.0(EL.4.0 GROUNDWATER ELEV.) - ® otr� LARGE GRAVEL(SW) 27 0' 1/27/22 REV. BUILDING R3-2 �G� R3.2 I PROPO ED 12' PROPOSED TYPE'U' Q J a PROPOSED CONCRETE PAVEMENT 11 I / WIDE SLOP BAR PROPOSED ASPHALT ASPHALT NOo 1/25/21 NYSDOT COMMENTS ITEM 608.0103 f 'PROF I ` PARKING NARKING R'A'BICYCLE PROPOSED DOUBLE RACK 04W TESTHOLE BY MCDONALD 11/19/2020 NYSDOT COMMENTS 1. (/ PROFOSEDASTDRIVE YELLOW LINEZWZ GEOSCIENCE DATED 10/18/18 ............ ........ ... .. 7/6/2020 NYSDOT COMMENTS NEATLY SAWCUT AND MM 0 GROUNDWATER ENCOUNTERED REVISIONS EXISTING PAVEMENT I a y3 PROPOSED TYPE DRIVEWAYENTRANCE E PROPOSED ASPHALT 24'BELOW GRADE 99TB L THIS SH EX.CONC.CURB ,vs PARKING °' PHALT MILE MARKER ,i OPOSED ASPH m a N PARKING r PARKING Nano •IJE�/Y 25 D7Da 6e 110 08' PROPOSED HANDICAP RAMP SIDt O 1610 u w w� OPTION B:GRADED EARTH b _ ��Q' 1pSEPH S y m PROPOSED CONC.CURB TYPE A PROPOSED ASPHALT w z3 3i "Y (ITEM 6D9.0401) PARKING I I APPLICANT O y 9" -' 4 nK I I Pune s mT a� u y PROPOSED NYS ROW MARKER AT EACH --------------- TU Q. RNING POINT ALONG STATE ROW PP.) m m�� oma• a—a<°"G V� FIRST UNIVERSALIST CHURCH OF SOUTHOLD 3 0 0 o rrr+•50.00'► 247.04' LAND OF PO BOX 221 51750 ROUTE 25 LLC SITE PLAN CONNECS.F. RESIDENCE TED TO PUBLIC WATERSOUTHOLD, NY 11971 J'�`�p 081912 RESIDENTIAL CURB CUTS LOCATED 64, RO j- ONP 165',185.8 300'SOUTH OF PROPERTY ( `` FUNERAL HOME ENTER 374'8 EW 440' S.C.T.M.: DIST.1000 SEC.63 BILK.6 LOT 6.1,6.2 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed FIRST UNIVERSALIST Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Sale:/,=50'-0 Condon Engineering 9 P.C. CHURCH OF SOUTHOLDIST the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Drat"bT.JJC 1755 Sigsbee Road 51970 MAIN ROAD(NYS 25) OF Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Mattituck,New York 11952 SOUTHOLD NY signature and the date of such alterations,and a specific description of the alteration. Date:1IM020 (631)298.1986(631)298-2651 fax Www.condonengineedng.com NYSDOT PLAN MAINTENANCE AND PROTECTION OF TRAFFIC NOTES: UCRS, / 1. TRAFFIC CONTROL DEVICES SHALL BE AVAILABLE PRIOR TO THE BEGINNING OF Z4ftMAINTENANCE OR CONSTRUCTION OPERATIONS AND SHALL BE PROPERLY ��i / INSTALLED AND MAINTAINED DURING THE TIME THEY ARE REQUIRED. THEY SHALL REMAIN IN PLACE ONLY AS LONG AS THEY ARE NEEDED AND SHALL BE REMOVED / IMMEDIATELY THEREAFTER.WHERE OPERATIONS ARE PERFORMED IN STAGES / END THERE SHALL BE IN PLACE ONLY THOSE DEVICES THAT APPLY TO THE CONDITIONS PRESENT DURING THE STAGE IN PROGRESS. ROAD WORK G11-2C 2. MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES ARE TO BE IN / ACCORDANCE WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC DEVICES. 3. ALL SIGNS,DELINEATIONS AND GUIDING DEVICES USED TO MAINTAIN,PROTECT AND CONTROL TRAFFIC SHALL COMPLY WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(LATEST EDITION). 4. TRAFFIC CONTROL MAINTENANCE AND DEVICES SHALL INCLUDE BUT NOT BE . LIMITED TO THOSE SHOWN HEREON. THEY SHALL BE SUPPLEMENTED AS REQUIRED OR AS ORDERED BY THE ENGINEER. • / / /_PROVIDE A 5'WIDE PEDESTRIAN 5. THIS MINIMUM MAINTENANCE AND PROTECTION OF TRAFFIC PLAN DOES NOT ACCESS AROUND WORK ZONE RELEASE THE CONTRACTOR FROM HIS RESPONSIBILITY TO SAFELY MAINTAIN AND PROTECT TRAFFIC IN ACCORDANCE WITH ITEM 619.01. OTHER TRAFFIC CONTROL DEVICES THAN THOSE SHOWN ON THIS PLAN MAY BE REQUIRED TO SAFELY TRAFFIC CONE 25'SPACING(MAX.) MAINTAIN AND PROTECT TRAFFIC. 6. NO DRUMS,CONES,BARRICADES AND OTHER TRAFFIC CONTROL EQUIPMENT SHALL REMAIN IN A LOCATION WHERE THEY INTERFERE WITH OR BE DISTURBED SITE LOCATIONBY A SNOW PLOWING OPERATION. THE WORK MUST BE SCHEDULED TO AFFORD / SAFE REMOVAL OF SUCH DEVICES WHEN NECESSARY. 7. THE CONTRACTOR IS ADVISED THAT NO PAVEMENT EDGE DROP-OFFS WILL BE PERMITTED WITHIN TEN(10)FEET OF TRAVEL LANES.THE CONTRACTOR SHALL ! / / SCHEDULE HIS OPERATIONS SO THAT ALL EXCAVATED WORK AREAS SHALL BE BACKFILLED TO GRADE AT CONCLUSION OF THE WORK DAY. VARIABLE WORK ZONE ,' RECEIVE on . APR0,5 2022 / 1/27/22 REV. BUILDING Sout o d Town s z / Planning Board 11/19/2020 NYSDOT COMMENTS s ` 7/6/2020 NYSDOT COMMENTS SIDEWALK SIDEWALK REVISIONS /A ( LEGEND CLOSED n CLOSED � SIGN R5-s PROPERTY LINE VARIABLE WORK ZONE CONE ► — — — — — _ — R58 �EOF- EW), FLAGGER SIDEWALK 7114 SEPN No WORK AREA ® UTILITY STRIP / s TYPE III CONSTRUCTION BARRICADE500 FT y r. / W4-13D TYPICAL SIDEWALK CLOSURE DETAIL . 081912w, / WOR W11-1 PROF O\�P S.C.T.M.:DIST.1000 SEC.63 BLK.6 LOT 6.1,6.2 J Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education / Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed FIRST UNIVERSALIST /� / W8-1C SHARE W16-1 Professional En ineer,Architect,or Land Surve or,to alter an item in an way..If an item bearin Sae:N.T.s. Condon Engineering, P.C. L Engineer, y y v v 9 CHURCH OF SOUTHOLD the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Dram by:JJC 1755 Sigsbee Road 51970 MAIN ROAD(NYS 25) OF Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed b his/her Mattituck,New York 11952 MAINTENANCE & PROTECTION OF TRAFFIC DETAIL y p y y NYSDOTPLANsignature and the date of such alterations,and a specific description of the alteration. Dare:vzzrzozo (631)298-1986(631)298-2651 fax www.condonengineedng.com GENEML NOTES NYSDOT NOTES: 1. ALL LANES MUST BE OPEN TO TRAFFIC ON ROUTE 25 BEFORE 10 AM AND AFTER 3 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. THE TOWN OF SOUTHOLD,NEW YORK STATE DEPARTMENT OF TRANSPORTATION AND THE SUFFOLK COUNTY NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL DEPARTMENT OF HEALTH SERVICES AS REQUIRED. FROM THE STATE PERMIT INSPECTOR. 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUNE 15,2016. 2. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE STATE VERTICAL DATUM IS APPROXIMATE NAVD 88. PERMIT ENGINEER REGARDING APPROPRIATE LOCATION OF SNOW STAKE SLEEVES. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL 3. AFTER CONSTRUCTION,SIDEWALKS AND RAMPS MUST BE EVALUATED FOR AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. COMPLIANCE WITH CURRENT ADA STANDARDS. THE PERMITTEE OR HIS DESIGNATED"DESIGNER OF RECORD"SHALL FIELD VERIFY THAT THE PEDESTRIAN 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED FEATURES(RAMPS,SIDEWALK,ETC.)WERE CONSTRUCTED TO CURRENT ADA BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. STANDARDS NYSDOT EB 16-012 AND SUBMIT ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED. THE FEATURES THAT DO NOT COMPLY WITH ADA 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION. 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL 4. PAVEMENT RESTORATION SHALL BE IN KIND. MINIMUM WIDTH OF ASPHALT UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ONSITE. RESTORATION SHOULD BE 4'FOR PROPER COMPACTION. ADD 1 FT OVER CUT FOR TOP COURSE. 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER 5. ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. CONDITIONS SHOWN ON THE PLANS. 6. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. PLACED. 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. 7. THE THICKNESS OF THE CURB RAMPS SHOULD BE A MINIMUM OF 6"AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3"TOP COVER. THE RAMPS 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO SHALL HAVE 5X5 LANDING. PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM 8. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND RECEIVED] TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". IMMEDIATELY ADJACENT TO THE NY SITE FRONTAGE DURING AND AFTER CONSTRUCTION AS ORDERED BY THE STATE ENGINEER. 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM APR 0,5 2022 MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. 9. ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AASHTO,ADA NATIONAL MANUAL OF UNIFORM Sout of Town 12. LOT AREA:53,962 S.F.OR 1.239 ACRES TRAFFIC CONTROL DEVICES WITH THE NYS SUPPLEMENT(MUTCD,NYSDOT Planning Board HIGHWAY DESIGN MANUAL,AND THE POLICY STANDARDS FOR THE DESIGN OF 13. THERE ARE NO WELLS WITH 150'OF THE PROPERTY. ENTRANCES TO STATE HIGHWAYS. ROAD IMPROVEMENT PLANS MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS. FOR MORE INFO,PLEASE GO TO www.dot.ny.gov/permits. 1/27/22 REV.BUILDING 10. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE 11119!2020 NYSDOT COMMENTS SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS. FOLLOW PRECAST STRUCTURE NOTES. GUIDELINES OF OUR UTILITY HANDBOOK,BLUE BOOK TITLED,'REQUIREMENTS FOR 7/6/2020 NYSDOT COMMENTS THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS REVISIONS 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'. THE APPLICANT SHOULD CONTACT MR.LUIS GARCIA(631-727-1731,Luis.Gartcia@dot.ny.gov)FOR FURTHER DIRECTIONS AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS. THE UTILITY CONDITIONS AS SHOWN ON THE PLANS. HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. pSEPH O� 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED, 11. REPLACE ANY CRACKED OR DAMAGED SIDEWALK WITH NEW 5'WIDE CONCRETE CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING. SIDEWALK. S y [r 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL n REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. �S�O 081912 Cv�� 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE SITE MEET S.C.T.M.:DIST.1000 SEC.63 BLK.6 LOT 6.1,6.2 ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education YORK STATE DEPARTMENT OF TRANSPORTATION. Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Condon Engineering P.C. FIRST UNIVERSALIST Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Sete:N.T.S. CHURCH OF SOUTHOLD the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Dram by:JJC 1755 Sigsbee Road 51970 MAIN ROAD(NYS 25) OF Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Mattituck,New York 11952 SOUTHOLD NY signature and the date of such alterations,and a specific description of the alteration. Date:1=020 (631)298-1986(631)296-2651 fax www.condonengineering.com NYSDOT PLAN 6" MIN. SIDEWALK THICKNESS ACROSS DRIVEWAY WITH WIRE FABRIC MW19 74.0, 2� 0� WIRE 6"O.C.ENV WITH 3"MIN.TOP COVER PSQNP�� /k oRO��p�t GRASS S�/p 2' M/N SIDEWALK RAMP RAMP SIDE Sg MAk 90' CORNER SyO��O fR SIDEWALK h��Q� W ' SURFACE APPLIED DETECTABLE OPTION B: GRADED EARTH ��pF ANGLE WARNING STRIP(ITEM 608.01) CONCRETE APRONo P W , C�N pE BUFFER ZONE °00000000�°° 5 pU\5\OE 0\RE RAMP 0 PLAN VIEW EW RAM\GNwP�DOGE P� pQ�l G DRIVEWAY PAVEMENT EDGE OF SIDEWALK NEW FLUSH TRANSITION TO 12 SIDEWALK RECEIVED \" GO PAVEMENT . 2" 1� f— NYSDOT TYPE 2 DRIVEWAY ENTRANCE - 6" APR 0,5 2022 MINOR COMMERCIAL ONLY U2t WELDED WIRE MESH S uo tho d Town NO SCALE SIDE WA LK CURB RAMP ITEM 608.0101 Planning Board NORMAL ELEVATION 4'-0"SIDEWALK DRIVEWAY SECTION A-A NEW CONC.CURB 114"IFT. 1:12 5'MIN. 1:12 PAVEMENT 1!4"IFT SIDE FLARE RAMP SIDE FLARE FLOWLINE 1/27/22 REV.BUILDING 1"R 7" SCORE MARK �— 11/19/2020 NYSDOT COMMENTS _ N_ _ _ --- ------ ------ - 7/6/2020 NYSDOT COMMENTS — — REVISIONS 7" WIRE FABRIC-MW19 WIRE NEW CONC.CURB SLOPE 1/47FT-3/4'7FT DRIVEWAY 6"O.C.ENV SECTION B-B ��.oF::NEW),o CURB SECTION ITEM 608.0103 HANDICAP RAMP DETAILS��OSEPH �y DRIVEWAY SECTION RAMP SIDE OPTION B: GRADED EARTH , NOT TO SCALE F 081912 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education S.C.T.M.:DIST.1000 SEC.63 BILK.6 LOT 6.1,6.2 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Condon Engineering P.C. FIRST UNIVERSALIST A Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Scale:N.T.S. CHURCH OF SOUTHOLD 4 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Drawn by:JJC 1755Sigsbee Road 51970 MAIN ROAD(NYS 25) OF Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Mattituck,New York 11952 SOUTHOLD NY signature and the date of such alterations,and a specific description of the alteration. Date:1/220020 (631)298-1986(631)298-2651 fax www.condonengineedng.com NYSDOT PLAN DRYWELLA•2 .? y0 g. ,y 610 X 5'DEEP DRYWELL // WI SOLID COVER ° so- DRYWELLA•1 RDA29.0/'r WISOLIDCOVER ^tip r�S o\ % RIM 28.7cy. k DRYWELL S-1 �f 1 6'0%11'O'r DRYWELL /I wise-orrEDGRATE /° o;, RIM 28.0 Jj �� ~',�, / .�?• I INV 25.3 CATCH BASIN.B•2 RIM 26.2 IZF�SF \c CONC. INV26.1.\ °�n�5\a� PROPOSED IIA OWTS / LL SIDEWALK(TYP.) / ROPOSEDELECTRICA A D WATER SERVICE"BY OT RS"UNDER SEPARATE TILITY HIGHWAY WORK (PERMIT FROM THE DOT 0.TEST HOLE 6'0 DUCTILE LE IRON PIPE zas •t.� .` �Bcv . � 1 Nom. f� =9s PROPOS Ef 1•STORY�GHURG� 2q C0 ,c,B,\ R E C E I V E D TUCK yam$ IM$ it na ss UNFINISHED CRAWL SPACE dC (MERE 0 LY) a�. I DRYWELLOt / F.F.29.5 ii APR ®..5 2022 �\ 41446 SF es \ 1 ,_�21, .sem L� I 8'0 X S DEEP ORYWELL .3� DRAIN 1 SAN CROSSING \ 1 \�/-� � - '0� PROPOSED KITCHEN WISOLID COVER I \ mre E 28- BOT.WASTE(INE EL 26A ss \ SEWAGE DISPOSAL RIM 28.8 ' 11 j '!S Sout o d Town \ TOP DRAIN LINE EL 26.9 ' SYSTEM Ism �� S� ` DRYWELL D•1 aczTs d \ a \\ zeB s a ' RYWELL \ k Planning Board EX.CATCH BASIN WITH CURB FRA ETD REMAIN 3 1 8-0 XT DEEP Tc n. TCS+ °' WI I .• SOLID COVER BG=,= BC nu (END CUR �1T TRUCTURE) II \ _=B.1 S5 RIM 287 2 ' TRENCH DRAIN E-3`- 8' EP DR ,[ASPHALT O II F Ir W.TRENCHDRAIN WI SLOTT rc zes rcssz rc zsa ✓ PARKING =U, LL1f��" SLOTTED GRATE .' RIM 26.5 sc vs DP WI DRYWELL M ET EX.CUR N 2fi NV2 1 8'0X10'DEEP DRYWELL rc zT. 9-O i BC 23.8±(/� s .INV21,$" ¢�zsr 1 WISOUD COVER eczas ens m GFyr� \\ BGII.3 i TC2T.9 21 RIM 26.9 TC S's J K27A 1/27/22 REV. BUILDING T o- zas 22.9 zT.a p DRYWELL F•3 n O O I � BC 4 `--" � �c zr'• 1 ASPHALT \ 1 I PROPOSED & ti ,b PARKING' 8'0X10'DEEPDRYWELL ,�_� 11/19/2020 NYSDOT COMMENTS Y i t WI SLOTTED GRATE O Vp r 7/6/2020 NYSDOT COMMENTS TRENCH DRAIN i i j `�\ Tczss o- 8C 2z�• 1 Y7F'� INV 22.9 =W W o- eczsn ... u M� EX.CUR -a� wu�� '� ` a 09 Tcn� zoo REVISIONS 3 I �Bcz.s �� �_ 27 Bcze.T g v BC 26.9 a u � 2T ecss .2&6 DRYWELL F•2 oK., 8'0X10' 99.8' DEEP DRYWELL I 1 LID _\_ 32.4' T.o' ASPHALT WI SOLID COVER t=8oN RIM 26.7 Ey„nm =g PARKING \�2> F INV 22.9 mxe ,Z, 5 p DRYWELL F-1 PROPOSED ELECTRI LSERVICE i �l ecz..z DR°PC R6\'r�=B''TC259 .•ec zaz ,csss yd= I p1 8'0X10'DEEP DRYWELL "BY OTHERS"UNDE EPARATE o �_�+ c='T I Boa,, cn.o I N wm�s�oeTTEDGRATE UTILITY HIGHWAYIh(p�K PERMIT FRO THE DOTe-m ?T I I 0 I % INV 22.9 II � I I Iy_ 1 I � ..•' •,=S ♦=26 ry 2S Gf \\ -���� \.��fi5 I i ^gd �' b• I I DRYWELL E.T 3 1. 26 \ .\ � ____-__-----4 zs.e4" �8 6'DEEP DRYWELL m I c cwirvunx re mr+c uwE WI SLOTTED GRATE a ^ ; i RAIN GARDEN E-1 N74'60�00'11 247.04' IwM,go3 I i I H.W.LEL24.0 SLOPE PARKING AREA PROPOSED H RIM 262 LAND N/F OF 1,, BOT.EL 22.5 DIRECTLY TO RAIN GARDEN IIA DWT$ INV 23.5 51750 ROUTE 25 LLC VOLUME=1,118 CF S.F. RESIDENCE CONNECTED TO PUBLIC WATER Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education S.C.T.M.: DIST.1000 SEC.63 BILK.6 LOT 6.1,6.2 3/30/22 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed FIRST UNIVERSALIST Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing ScBIe:I'=50'-01 Condon Engineering, P.C. CHURCH OF SOUTHOLD 5 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or 1755 S19sbee Road 51970 MAIN ROAD NYS 25 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Drawn by.JJC Mattituck New York 11952 OF signature and the date of such alterations,and a specific description of the alteration. (sal)298-1986(631)298.2551 fax SOUTHOLD NY 9 P P Date:1r121zozo www.condonengineering.com NYSDOT PLAN MIN.EDGE THICKNESS 118° , VARIES 11.4'MIN. ITEM 609.0401 ITEM DESCRIPTION SEQUENTIAL NUMBER SNOW STORAGE STRIP 20UNCLASSIFIED EXCAVATION AND EMBANKMENT TO BE PROVIDED BY 0y STq�O , 4'-0- (SEE NYSDOT STANDARD 612.011 SEEDING SHEETS FOR ADDITIONAL 6099.01.0CONCRETE CURB TYPE A REGIONAL LAND SURVEYOR I NAF I INFORMATION) T !)A CO 114°PER FOOT VARIES 4'MIN. TACK COAT BETWEEN ALL LIFTS-ITEM 407.0101 t- STRIP — SAWCUT EXISTING PAVEMENT 48-188 NEN 0.7'MIN /:' i rn MILL 12'MIN.INTO EX.PAVEMENT 2 EX.4"CONCRETE SIDEWALK SLOPE TO MATCH EXIST. COLD JOINT SEAL-ITEM 416.04 �o I `moo EXISTING CONCRETE PAVEMENT 9�1y�R�EY �� RSP TOPSOIL AND SEED-ITEM 612.01 ��TO BE LEFT UNDISTURBED. FNTTRpNSQ� 2°HOT MIX ASPHALT TOP COURSE-ITEM 402.0172QR NOTES: NOTE: 2112'ASPHALT CONCRETE BINDER COURSE- M 402.01 PERMANENT SURVEY 1. CAP SET FLUSH TO SURFACE. 1. DEPTH TO BE INCREASED BY REGIONAL PERMIT TO BITE79OR "(3 LIFTS) ASPHALT SHOULDER RECONSTRUCTION TO BE TAKEN MARKER TOP VIEW 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRETE. IN AREAS WITH HIGH TRUCK TRAFFIC. MEET EXISTING FLOW TO THE EXISTING LONGITUDINAL JOINT OF THE GROUT SHALL BE THOROUGHLY COATED WITH ZINC CHROMATE LINE ELEVATION PRIMER,708.04. 2. SHOULDER SUPERPAVE ASPHALT PAVEMENT CALCULATION COMPOSITE PAVEMENT. BASED ON 2.9 MILLION ESAL COUNTS PER NYSDOT PAVEMENT 6"SUBBASE COURSE TYPE 1-ITEM 304.11 6°HOT MIX ASPHALT BASE COURSE(2)3"LIFTS-ITEM 402.255901 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE MANAGEMENT EXISTING CONCRETE PAVEMENT TO BE LEFT UNDISTURBED. EIC AND DESIGNED TO PREVENT*MUSHROOMING'OF THE TOP OF THE REBAR DURING DRIVING.SILICONE SEALANT IS NOT REQUIRED IF THE BRONZE OR BRASS INSERT.NSERT. SIDEWALK & SHOULDER PAVEMENT CONSTRUCTION � FURNISHED BY CONTRACTOR 4. SHAPE OF THE MARKER CAP IS APPROXIMATE.OTHER SHAPES WILL NOT TO SCALE (N.Y.S. ROUTE 25 R.O.W.) 't BE ACCEPTED IF THEY CONFORM TO THE MINIMUM WEIGHT AND O DIMENSIONS GIVEN IN THE MARKER CAP DETAIL.THE MARKER CAP SHALL FIT TIGHTLY TO THE REBAR.MARKER CAPS WHICH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE EFFORT 1/4'01 MIN.ANCHOR WILL NOT BE ACCEPTED. WITH EMBEDDED OR ATTACHED MAGNET 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E.IF AN OBSTRUCTION WHICH CANNOT BE PENETRATED IS ENCOUNTERED.HOWEVER,THE LENGTH OF THE SHANK WILL NOT BE LESS THAN Z-W IN HARD, PERMANENT SURVEY MARKER DENSE,OR STONY SOIL.REBAR TO BE EPDXY COATED. ELEVATION DETAIL 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR PERMANENT 1"R 114"R SURVEY MARKER IS IN PLACE,THE EXCAVATION SHALL BE 1 1/2"TYPE 51F ASPHALT WEARING COURSE 6' BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS SECTION 203-3.15"FILL AND BACKFILL // //\//\i 9"� GROUND AT STRUCTURES,CULVERTS,PIPES,CONDUITS,AND DIRECT BURIAL 3112'TYPE 51 FX DENSE SURFACE CABLES". BINDER COURSE _ n RECEIVED TOPSOIL AND SEED PERMANENT SURVEY MARKER a APR 0•,5 2022 (SEE DETAIL) ROUND OFF TOP SO 6'STABILIZED SITEM 2S E 3"TO 4"FERROUS THAT WATER WILL (ITEM 2SB) gtt d' SOU1 hold Town ANCHOR ROUGH 114°METAL G NOTSTAND BITUMINOUS SEALER I Planning Board FURNISHED BY THE CONTRACTOR I e, I 'NATIVE MATERIALS MAY BE USED FOR THE SUBBASE CURB NOTES: SHEET METAL FORM MAY BE d' IF IT IS DETERMINED TO BE ACCEPTABLE BY THE FABRICATED USING SHEET META e.d FOR BACKFILLENGINEER.THE SUBGRADE MUST BE FREE OF DEBRIS 1.CURB SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 SCREWS OR OTHER SATISFACTORY MATERIAL DAYS.FOR DETAILED SPECIFICATION,SEE ORDINANCE. FASTENERS � (SEE NOTE 6) AND UNSUITABLE MATERIALS AND COMPACTED TO 1127122 REV.BUILDING n 95%MAXIMUM DRY DENSITY. 2.CONCRETE SHALL BEAMONOLITHIC POUR 11/19/2020 NYSDOT COMMENTS ALTERNATE PAVING SPECIFICATION: 3,MAXIMUM SPACING OF BITUMINOUS EXPANSION JOINTS TO BE 20'O.C. 7/6/2020 NYSDOT COMMENTS e 2°TOP WEARING COURSE,4"THICKNESS,COMPACTED 4.CONCRETE TO CURE 14 DAYS(MINIMUM)BEFORE ROADWAY PAVING STONE BLEND 8 6'STABILIZED BASE. CAN BEGIN. REVISIONS CLASS"A"CONCRETE ,•a• `n _•a ON-SITE CONCRETE CURB TYPE A AND 0 NEW REBAR 'H UNDEARTHBED TYPICAL PAVEMENT SECTION �� �- SEPN wr�� THREE 113"0(MIN.) � e . ,.e, 3 3 LONG EQUALLY • NOT TO SCALE � �,� y '� q . 1 112"MIN.COV -� \ ".<. 081912 . DpiQOF ONP ■ 1'-3" Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education S.C.T.M.:DIST.1000 SEC.63 BLK.6 LOT 6.1,6.2 Law,Article 145,Section 7209,for an person unless actin under the direction of a licensed PERMANENT SURVEY MARKER y p 9 FIRST UNIVERSALIST INSTALLATION DETAIL 9 gr Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Scale:N.T.S. Condon Engineering, P.C. CHURCH OF SOUTHOLD the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or CAST I N PLACE PERMANENT S U RVEY MARKER Land Surveyor shall affix to the item his/her seal and the notation"Altered b "followed b his/her 1755,New a Road 51970 MAIN ROAD NYS 25 y y y Dra�mhy.JJC Mattituck,NewYork11952 � � OF signature and the date of such alterations,and a specific description of the alteration. (631)298.1986(631)298-2651 fax SOUTHOLD NY Dale:„z�°2° NYSDOT PLAN www.condonengineeflng.com BUFFER ZONE0p°°0 c p O p 0 O p op RAMP oRWcaNIRErESQ wdYSALT RAMP SIDE OPTION B: GRADED EARTH SIaEWALK hQ RECEIVED r r 91 4SEE NOTE 221 pt ,:�A APR 0,5 2022 '�grti 1/27/22 REV.BUILDING :'00 yFY Sou hold "i oven 11/19/2020 NYSDOT COMMENTS • » gb+ � CWNER ANGLE IN 0�` pis� Planning Board 716!2020 NYSDOT COMMENTS o.¢ a � � REVISIONS SIDEWALK RAMP LAYOUT VARIES RYP.I i d Plans are prepared by Condon Engineering,P.C. It is a Q F"NEW violation of the New York State Education Law,Article 145, '`Q SEPH y Cg 1 -.' per' Section 7209,for any person unless acting under the pk direction of a licensed Professional Engineer,Architect,or 'y Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land y r , r Surveyor is altered,the altering Engineer,Architect,or Land a Surveyor shall affix to the item his/her seal and the notation TYPE 2 DRIVEWAY ENTRANCE "Altered bat followed by his/herspecific description and the date of such alterations,and a s ecific descri tton of the alteration. 081912 Q�N MINOR COMi9110IAL ONLI pGti ,a. NOTE¢ SEE RADIUS METHOD OF LAYOUT ON SHEET 3 S.C.T.M.:DIST.1000 SEC.63 BILK.6 LOT 6.1,6.2 � ��' . P.C. FIRST UNIVERSALIST �g gwti����� Scale:N.T.s. Condon Engineering, CHURCH OF SOUTHOLD 7 Drawn by:JJC 1755 Sigsbee Road 51970 MAIN ROAD(NYS 25) OF r4�^ MattitucK New York 11952 31)298-2651 fax (631)298-1986(6SOUTHOLD NY Date:1=0209 NYSDOT PLAN 7 www.condonengineeHng.com PROJECT ENGINEER: , - deH.... 3riin fSu• Civi/Engineerinne Engineering&C017SITUC1i017 Meagemnl ' -' de Bruin Engineering, P.C. 10' 31' - 10-1�' 11'-10Y2" 18' 11 Union Avenue Bethpage New York 11714 516.513.1313 516.579.2574 Fax $'-4" 4'-8' 8'-2" / 8 8' 1'-10" 3-10Y2". _ -4 3'_1 - ----- 3'-10Y2" _8'-tt�4° " 8'-11Y4" It is a violation of Section 7209 of the New York State Education Law for any tA e A el \ A202 A-e2 person, unless he is acting under the O "0 direction of a licensed professional engineer, to alter any item on this drawing any . If the drawingis Y wa Y altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" O followed by his signature, the date of N - ---- -- --- KITCHEN REF alteration, and a specific description O e ED of the alteration. 3 X3'X4' PILASTER N 6 i- WITH LANTERN DW DW 22' 4Y2 13' ------------------------ A 104 `M B A-204;' _ SMALL GATHERING PLACE --- T D B PANTRY A CLASSROOM l ,N 23I — It9 111 REVISIONS DATE 4'-3" D B e MEMORIAL GARDEN RESTROOM116 I 8 CL CL 5A J I I � -N G FOYER 4-204- 120 DGB 41 „ tld UP 16;R11/2 DUCT ENCLOSURE Q A 125 ATTIC STA --- -- - -- -- IR OL 4Y" 3'_6" 5 s 12„I =1 'IQ5, :� ISSUED TO: CLOSET RESTROOM O O O DNI5RA7 D --- Y DN ACCESSIBLE RESTROOM ` VESTRY' 2� 20 I21 124 EA — O 114 r 10 _ — D G 113 B � D - A JAN. CL \ O 2'-1 IY2„ 4 1 d) 1 , 1 „ 6 4-Iy 4 _ r "�N 41 „� YOE ACCESSIBLE RESTROOMVESTIBULE CHANCEL GALLERY MEETING ROOM t-4 I-4 0 9 O I I __ _- ' 5A5Y CHANGING STATION A 203 I?Nco i C14 I-D 161 D 162 CL CL _cv CBA FIRST FL ELEV. CHANCEL `r r ,A ,e - - f �4 10 39,'_2„ I1'-I� �” 5' 12'-4y2„ 1, �„ �--------`7 PROJECT: V-4”1'-4 163 LOBBY VESTIBULE COVERED FIRST UNIVERSALIST �— 116 69 ENTRANCE m m -_ CHURCH OF D B O SOUTHOLD ID _ A S E ENTRY E 4 _ 3 DOUBLE HUNG WINDOW m — --- ---- 51970 MAIN RD, [111 W1_M SOUTHOLD, NY 11971 v AO AO AO 166 lel les O DRAWING TITLE: I DUCT ENCLOSURE s I CL I CHAIR STORAGE MINISTERS OFFICE — ADMIN OFFICE 5A j FIRST FLOOR PLAN M GL — A-203, (5)3/4" PLASTIC 6A 18" DEEP - LAMINATE SHELVES SUPPLY CLOG 41 12 4/ 1'-6" 4� i 10'-377771� " A 6' SCALE: --- B DAB B — — - SCALE 3/16 — 1 0 ' v � v Lai -- - OG DRAWN BY: RN A B \ G D A-201 A-201 A-202 A-202 FIVE PS APR 0 5 2022 CHECKED BY: 8' 4'-10" 11'_3" 4'-3" 6'-6" 6'-6" 4'-3" 8'-3" Southold town RMC Planning Board FILE NO. G 10' 29' 15'-6" 13' 12'-6" 5- 0 5 10 1 'f 3/16"=1 t-0" 80' PROJECT NO. DRAWING NO. PROJECT - NORTH A- 102 DATE: FIRST FLOOR FLAN 15/04/2021 SGALE: 3/16" = 1 '-0" PROJECT ENGINEER: de Brain Civil Engineering B Construction Management Il de Bruin Engineering, P.C. - 11 Union Avenue Bethpage New York 11714 516.513.1313 -516.579.2574 Fax TOP OF PLATE —— - - ---- --,-- - -- -- — - - -- - - - TOP OF PLATE - - - --- �► — II TOP is a violation of Section 7209 of the New York State Education Law for any - on unless person, un es he is acting under the direction of a licensed professional engineer, to alter any Item on this I yawing in any way. If the drawing I's altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" --- - --- - ;r followed by his signature, the date of alteration, and a specific description - - of the alteration. -I�--�_I—rte -�I- II O IIO��j!�I �I -I,= TOP OF PLATE I TOP Or PLATE i - ----_ S REVISIONS DATE I I S I -- a I --- ll TOP OF 5UBFLOOR ELEVATION CO 00 III OJ ' -� ---------------L ---- 1 - - AV TOP Oc SUBFLOOR ELEVATION ELEVATION AT GRADE I I ELEVATION AT GRADE -2'-0& ; i i all -2'-0 A" I I I I I I I I I I I I L BOTTOM OF FOOTING � I rJ rJ rJ I-, L, -, ISSUED T0: L__________________ _____________________________________________________________________________L______-----_-1_______--_________________________—__-1—__—_—_______J_________________________---__________------------J � BOTTOM OF FOOTING –6'-2 y" 5' 0 5 10 3/16"=1'-0" W-73 1117-3 01 NORTH ELEVATION A-301 I 1- I � LA II I TOP OF PLATE TOP OF PLATE L .. PROJECT: FIRST I UNIVERSALIST - CHURCH OF - - - SOUTHOLD -J I IE 51970 MAIN RD, - SOUTHOLD, NY 11971 DRAWING TITLE: fi : r I _ NORTH ELEVATION ; TOP OF PLATE � .i -– -I I� TOP OF PLATE – -- — ,I +11-8WEST ELEVATION .m � ATTIG SUBFLOOR ELEv SCALE: -� I � 'I N O I RECEIVED --J CEIVED - OI APR 45 2022 SCALE . 3/16"= 1 '-0" O! -- l- ---- Southol T-3 own - I'I Planning Board � V _- r c� O O O O O O a DRAWN BY: -TOP OF SUBFLOOR ELEVATION � I I I — A TOP�SUBFLOOR ELEVATION - I - PS -------------- I I I I ------------ I I I I I I I I I I I I I I I I CHECKED BY: L JI I I I I I I I I I I I I I I I I I I I I I RMC I I I I I I I BOTTOM OF FOOTING f-' r-J r_J r-j L----------------1--------------------------L--------------------- ----------------------------------L--------------------------------- ----------------------------------- ------------L------------------------------------------------; BOTTOM OF FOOTING ---------- -------------- FILE NO. 5' 0 5 10 3/16"=1'-0" PROJECT NO. DRAWING NO. 02 WEST ELEVATION A-301 -------- - ----- - --- - --- 3/16„-1,_0„ DATE: A-301 NORTH ELE\/AT I ON; Vn EST ELE\/AT I ON 15/04/2021 SGALE: 3/16" = I '-O" PROJECT ENGINEER: de „Rruin CiviiEngineeRng&ConstruCtion Management de Bruin Engineering, P.C. 11 Union Avenue Bethpage New York 11714 516.513.1313 -516.579.2574 Fax It is a on of he TOP OF PLATE TOP of PLATE violation New YorkState Education 9 t ion Lawfor any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the ' drawing with the notation "altered by" , followed by his signature, the date of alteration, and a specific description of the alteration. TOP OF PLATE TOP OF PLATE - - - - -- I *12-a" ATTIC SUBFLOOR ELEV TOP OF PLATE I +a'-8" REVISIONS DATE Ii r _ I __TOP OF SUBFLOOR ELEVATION TOP OF SUBFLOOR ELEVATION 0'-0' I I I I I I I I I I I I I 1 i ISSUED TO: -BOTTOM OF FOOTING L---------J-------------------------------------------- -_J-- -_-_--------------------- _---------------J-- ----------------------------------___-- ------L.--_._.J BOTTOM OF FOOTING I I I I I I L 5' 0 5 10 F_ el - -- - --- - - -- - SOUTH ELEVATION A-302 3/1 To -1 0 TOP OF PLATE - TOP OF PLATE - --- --------- — -+29`-3° +29'-3' PROJECT: FIRST UNIVERSALIST CHURCH OF SOUTHOLD 51970 MAIN RD, u._. ❑ ❑�' SOUTHOLD, NY 11971 ❑ � _ DRAWING TITLE: : TOP OF PLATE - , TOP OF PLATE SOUTH ELEVATION ; + - - -- - +12'-b° I 12-b - . — , „ EAST ELEVATION W _ ATTIC SUBFLOOR ELEV - TOP OF PLATE %' V E LIP II i �1 Ali - SCALE: IT cr -1 1 R - - 1 j - ---_ ----- - - - . ��- I=❑ m ❑ �, SCALE . 3/16"— 1 '_p"❑_nutnoTown 7- rdPlanning 3o t tJ 1� El El E:1 TOP OF_SUBFLOOR ELEVATION ❑ TOP OF SUBFLOOR ELEVATION DRAWN BY: - - - - „ I I I I I I I I L I 1 I I I CHECKED BY: RMC I I I I I I I 1 I I I I BOTTOMOF FOOTING L-J---------------------------------------------1-,------------------------------ - ------------------------------------L-1-------------------------------------------------------------------------------------------------------------L-L-------- - - --_j �IL BOTTOM -O-2 y -6'-2 %M OF FOOTING --_--- FILE NO. 5' 0 5 10 3/16"=1'-0" PROJECT NO. DRAWING NO. 02 EAST ELEVATION ZL T 7K, \, 'A-3027- ----- ------------ 3/1(O"W-0" DATE: A-302 SOUTH ELE\/AT ON; EAST ELE\/ATION 15/04/2021 5CALE: 3/IC" = 1 '-011 PROJECT ENGINEER: o �C0 de Br-uln Civil Engineering&Construction Management CALCULATIONS de Bruin Engineering, P.C. REQUIRED PARKING: • 11 Union Avenue Bethpage New York 1114 CHURCH: 112 SEATS @ 1 SPACE/4 SEATS AO W TOTAL REQ'D:28 SPACES+2 STAFF SPACES 516.513.1313 -516.579.2574 Fax UP PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING @ y 2 SPACES/SINGLE-FAMILY DWELLING It is a violation of Section 7209 of the / DI / EXISTING DWELLING PARKING: 1 SINGLE-FAMILY DWELLING @ New York State Education Law for any CB(27.0) 2SPACES/SINGLE-FAMILY DWELLING person, unless he is acting under the ®� TOTAL SPACES REQUIRED: direction of a licensed professional ` 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES engineer, to alter any item on this DI drawing in any way. If the drawing is EX.GA6EtIb39.8) altered under the direction of a Awp TOTAL SPACES PROVIDED: professional engineer, the altering p��Qa 26 SPACES + 6 GRASSPAVE SPACES + 2 HANDICAP SPACES = 34 TOTAL SPACES engineer shall affix his seal to the 12a) *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. drawing With the notation "altered by" UP � followed by his signature, the date of O L ��� ��� REQUIRED LANDSCAPED ISLANDS: - alteration, and a specific description AW of the alteration. EXISTING 71 SF ON GRADE ( (p �? 10 SF PER PARKING SPACE X 34 SPACES 340 SF REQUIRED DNEO AW WALKWAY TO BE REMOVED S �'J' cY8�X ✓� 414 SF PROVIDED o EXISTING 125 SF PORCH+ 0 �n� OL APRO STEPS TO REMAIN UP PROPOSED 89 SF ON-GRADE W.V :V ��O �� W/L CONCRETE WALKWAY �V �O \� �� ���• _1,0 p AW X CB(26.9) yf !i �� l 0LEGEND �A_ AWA DI �4ell ti1 J HYD EXISTING 596 SF ON-GRADE C 'n PROPERTY LINE NS NO STOPPING SIGN W.V. WALKWAY TO BE REMOVED UP O EXISTING SIGN EXISTING AN REVISIONS DATE oV/V TO BE REMOVED PARISH HOUSE O :5, OLD CHURCH FOOTPRINT NP NO PARKING SIGN .�� LAWN A !`��'P a �� FFE:31.2OG EXISTING 52 SF v� APRON `, _e\ c�F PORCH+STEPS �j �L EXISTING IMPROVEMENT SS STOP SIGN ��������� TO REMAIN TO BE REMOVED '1 PLANTINGOf Cb PROPOSED 976 SF ON-GRADE �0 ' -�\ CONCRETE WALKWAY 9 EXISTING FENCE AW ARROW SIGN (28.4)x TO BE REMOVED EXISTING a EXISTING CONCRETE CURB 400 \, OPROPOSED HANDICAP CONCRETE CURB E m �o a a... i KEEP RIGHT SIGN EXISTING CONCRETE SIDEWALK- ti O C9 i-F W= 1` ACCESSIBLE ROUTE KR NYSDOT ENGINEER TO INSPECT EX.SIDEWALK PROPOSED _2 a U o U WITHIN RIGHT-OF-WAY TO DETERMINE IF (� „ MEMORIAL ~ a OAW REPLACEMENT WITH 5'W.SIDEWALK IS NECESSARY• C�j 0 28 GARDEN 2 5° 0U p'�� SAO NUMBER OF 10' X 20' UP UTILITY POLE oAw (�� ' EX.GAScti<r�c p / (28) (729 SF) 4 (29) "9' Q�p?�JRG�' O� O PARKING SPACES PER AREA UP W/L UTILITY POLE WITH LIGHT BUDDS PARK `✓ ALINE STUB h I 330, ?g• G „^� MEMORIAL ^\\ ISSUED T0: PROPOSED 414 S.F. � i LAWN A. °p W.V. WATER VALVE ClISLAND' PLANTING BEDS TOWN OF SOUTHOLD PLANNING 4-1-22 KRp UP -` Dp 3rPCANTIN,` ':`\ LAWNK(28.7) >> 320 � EXISTING 265 SF SHED SL SPEED LIMIT SIGN DI DRAIN INLET , \ OAW PROPOSED 120 SF �\ TO BE REMOVED OAW STOOP �\`J � 238, \ 4.2' -- l\ 1eo \� EXISTING 173 SF SHED DNE DO NOT ENTER SIGN HYD. FIRE HYDRANT � PROPOSED \\� \� �> TO BE REMOVEDPROPOSED I\TUCKERS LANE REDLINE(TYP.) , � >n O CHURCH zsa �r00 F� W.Vo D 1___1 °° (4445.7 SF) PROPOSED 735 SF \\\ N ��� G.V. GAS VALVE '' PROPOSED 25 SF �. AOPOSED w Vp EXISTING SIGN Z, 290, STOOP ON GRADE CONCRETE ASPHALT " I �s PROPOSED 50 SF WALKWAY PARKING 8.2)X TO BE RELOCATED o COVERED PORCH C SSp N�' 2 LAWN C\1EXISTING W.Vo if GUARD RAIL TC(24.3) tiC \1 55 40EXISTING GATE COVERAGE CALCULATIONS BC(23.8) PLANT I N G Q0, �`'8j TO REMAIN W1L LAWN \\ ��` 3p o o= N PROPOSED 8'W. LOT AREA 53,962 SF MULCH PATH O c) 0 _ (2)H.C.SIGN_ o ALLOWED BUILDING COVERAGE 10,792 SF OR 20% d r I-- COU �< - \� c> - PROPOSED 32 SF Tc(24.3) aEXISTING LOT COVERAGE BC 23.8) CONCRETE PAD ( pj 16,p FOR 4'X 8'DUMPSTER DESCRIPTION AREA % LOT COVERAGE DI PROPOSED 2016 SF / z DI �' ON GRADE CONCRETE r PROPOSED HC HC PROPOSED&H. PROJECT: SOLID WOOD SCREEN OLD CHURCH (APPROXIMATE*) 4,400 SF* 8.2%* TC(24.2) RELOCATED WALKWAY ASPHALT to PARKING O O PROPOSED WITH GATES ? Q EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% FIRST UNIVERSALIST SIGN I O I BIKE RACK F- LOCATION 0 EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% CHURCH OF C) J EXISTING SHEDS 438 SF 0.8% PROPOSED FLUSH _ SOUTHOLD TRAFFIC STRIPING PROPOSED ASPHALT PROPOSED HANDICAP PROPOSED CONCRETE CURB (/� m TOTAL EXISTING COVERAGE 6,828 SF 12.7% PROPOSED o AS REQUIRED BY NYSDOTPARKING AREAS ACCESSIBLE ROUTE (2) 8'X 20'HANDICAP PARKING SPACES PROPOSED CONCRETE EXISTING 5"SQ.X 4'H.9 Z (15,575rSF TOTAL) N N PROPOSED WITH F X 20'AISLE SLE CURBIZI )X 0 J PROPOSED LOT COVERAGE 51970 MAIN RD GRAN(T9 (23.9)X r, N EXISTING FENCE CONCRETE CURB EXISTING 7235 SF 6'H.WOOD PROPOSED 172 SF (n Q O I HITCHING PROPOSED (CN ASPHALT) TO BE REMOVEDSOUTHOLD, NY 11971 DESCRIPTION AREA % LOT COVERAGE TO BE REMOVED CONCRETE APRON01 0 = � GRAVEL PARKING AREA PROPOSED 95 SF DRIVEWAY CONCRETE APRONS O H POSTS CONCRETE CURBING GATE EXISTING PARISH HOUSE, PORCH+STEPS 1,182 SF 2.2% PROPOSED 138 SF () PROPOSED DRIVEWAY ISLAND' W EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% DRAWING TITLE: ENTRANCE/CURB CUT U AS PER NYSDOT PLAN BY EXISTING 184 SF Z W W PROPOSED CHURCH 4,446 SF 8.2% PORCHES+STEPS CONDON ENGINEERING, P.C. TC(24.0) PROPOSED 276 SF TO REMAIN �) PROPOSED Q z PROPOSED CHURCH COVERED PORCH 50 SF 0.1% DATED JULY 6,2020 ® BC(23.9) O 'ISLAND'PLANTING ASPHALT PARKING z O TOTAL PROPOSED COVERAGE 6,486 SF 12.0% SITE PLAN O PROP, 16 SF O J V i` PLANTING EX.GAS LINE- M NS z PROPOSED O GRADE 2M' 20.0' o TO BE C NCRETE 3 ASPHALT PARKING RELOCATED, W NCRET AISLE TYP. < APPROX.EX.WATER LINE LOCATION O EXISTING C�4 50 DWELLING PROPOSED FLUSH W 22.0 FFE:29.0 CONCRETE CURB SCALE: O AISLE p PRC POSED PROPOSED FLUSH 0\6_?- \0:W RESO 1796 S GRAVEL I CONCRETE CURBE�ZR�CP TRUE NORTH � E� �R�EO J PA KING ( PROPOSED I � � SCALE : 1 " = 20'-0" c gEe X26 2 I PERVIOUS 1860 SF I O CD I GRASSPAVE2 I PROJECT �l LAWN 35.0' I PARKING I < o ; SPACES NORTH PROPOSED W Z INFILTRATION AREA N I O I ��EXISTING DRAWN BY: NP UP 2Sl I I 6-0"H. 20 10 0 20 40 0----------------- -----1 CHAINLINK PS X(24.4) X 24.4 PLANTING (26.4)X FENCE CHECKED BY: N74°50'0 "w0 EXISTING a N74050 00"W PROPOSED4'H. z4 •b4 W-0°H. SCALE IN FEET RMC WIRE MESH FENCELAND N/F OF CHAINLINK t f (WITHIN HEDGE) FENCE 51750 ROUTE 25 LLC FILE N0. ,_, S.F. RESIDENCE RECEIVED CONNECTED TO PUBLIC WATER �-- - APR 0 5 2022 PROJECT NO. DRAWING NO. goutnol3 Town Planning Board DATE: G-001 S I TF- FLAN 15/04/2021 5r-,ALE:: /may / Or, - GENERAL NOTES LEGEND EXISTING PROPOSED 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE 6 d�j J A TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. s 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUNE 15,2016. VERTICAL DOWNSPOUT DRYWELL W/INLET,SOLID COVER OR CONC.COVER O O O DATUM IS APPROXIMATE NAVD 88 �J��O,�� (SEE ARCHITECTURAL PLANS) 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF / "g/J�0p m T GAS SERVICE - .5-�•5-- -<.AS-�z- WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND / 02 DRYWELL A-2 c ° , \g• �. 26 �� �� DOWNSPOUT ADAPTER(ADS n MUST BE CONFORMED ACCORDINGLY IN THE FIELD. V0 X 5'DEEP DRYWELL �i o F\ \ > >J 2 OR APPROVED EQUAL) o WATER SERVICE - - - - - - -•-•-•-•-•- WI SOLID COVER 5/ �' �'��`" P� . OJ (SEE CHART FOR PART NUMBER) 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED / Je DRYWELL A-1 RIM 29.0/" �, 50 ' �� o DRAINAGE PIPE D BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 6'0 X 5'DEEP /�61 co \ l/ \ Va'� p ROOF DRAIN _ _ _ _ _ _ _ _ _ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. WI SOLID COVER 9 �cc tiy' ° 1 0 0 \\ �' 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, RIM 28.7 � �.e � I ��,°�� �o �h' 1' DRYWELL B-1 5/ ° �y n E�2°R c\ COUNTY,STATE AND 8'0 X 11'DEEP DRYWELL /� // / 6 0� CONTOUR 25 FEDERAL LAWS,CODES AND ORDINANCES CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE PROPOSED GRADE �9. p4' �� \ MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. W1 SLOTTED GRATE ' iF,�° \ �• BUILDING ENTRANCE o RIM 28.0 Q // ti QN��N13 L ��� L� E U \ �j\� � 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, INV 25.3/ti'yh9 /CATCH BASIN.B-2 j \0\1, G� k Ro 450 BEND MAX.) TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS s0° 2 i RIM 28.2 I �� F �`��5F ° eco ( DROP INLET PROTECTION SHOWN ON THE PLANS. / CONC. �' / 24' INV 26'1. �\ O _ °J��\�\�OL�, p ,s PROPOSED IIA OWTS 6"ADS PIPE(LENGTH VARIES) 195 IDEWALK(TYP.) 'ti / \ o CATCH BASIN 0 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. / �kOPOSED ELECTRICAL,, � 82@12.67% CO. A b WATER SERVICE"BY �� //y' // / ;``` ¢ s, 2$ SNAP CONNECTION s FLOW ARROW -0 9. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% 6 450 BEND(MAX.) MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY C f.,�,����;> '�• s5 N z STANDARD PROCTOR TEST. 3 OTt� RS" UNDER SEPARATE � v� ® ��`�� ��' � • � "�*•<��y*.._;::•• °1' PART# PIPE SIZE A B C TILITY HIGHWAY WORK ' uh� / C �, • ' 2 e /� 7 0364AA 3" 2.50" 3.25" 4.75" FIUJI CLEAN IIA UNIT 000 10. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PERMIT FROM THE DOT ~0° �9s /°P� 1 ?, �`% ` \;` i,it;^,':"?I,`c d �p \ �l 0464AA 4" 250" 3.25" 4.75" o PRIOR TO THE COMMENCEMENT OF t, 2e a ,� 0465AA 4" 3 25" 4.50" 5.00" WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND �� 6"ROOF DRAIN LATERAL o LEACHING POOL '. • '� 1 0466AA 4" 2.56^ 2.56" 4.63" z MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 28.8 \ °O TC 284 0664AA 6" 362" 563" 6.43" WITHWYE(TYP.) �� a I P77 2a 3?0 J 6"0 DUCTILE\IRON PIPE ( s BC 27.9 0664A ' 6" 3.62" 5.63" 6.43" SPOT GRADE 245+ 11. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED fo.o' M 2s TEST HOLE 43 Part 0664-AC is PVC NOTE: 6"PVC PIPE MAY BE DISTANCE VARIES I 2275 ry l BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. I I I� + 295 \ USED WHEN A DOWNSPOUT IS (SEE GRADING AND �/~�U I I z8o PROPOS 1-STORY�HUR(:li 2s8 CD BC 28.3 DRAINAGE CONNECTED DIRE TLYSOTHE DRAINAGE PLAN) SANITARY MANHOLE 0 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. L4' 2z75 UNFINISH D CRAWL SPACE "E Tc 28 TUCKERS LAN 4u - _ 100, \ +20 TOP/BOT.CURB ELEV. (ME ONLY) I O ` eQ7 BC 276 13 ALL DRAINAGE PIPING MATERIAL TO BE ADS N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS 29 M F.F.29.5 \ / v �8g t}4� MANUFACTURED BY ADS OR AN APPROVED EQUAL. INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 12"DIAMETER o I DRYWELL C-1 I + `9'p' 4 446 SF \\ I gyp`' g� ROOF DRAIN ADAPTER DETAIL CLEANOUT cb OR AS NOTED ON PLANS. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 6"PVC PIPE MAY BE USED TO CONNECT ROOF t 2 , zaa I 1 �o I 8'0 X 5'DEEP DRYWELL �> 28 DRAIN I SAN CROSSING = °$ PROPOSED KITCHEN NOT TO SCALE DRAIN LEADERS DIRECTLY TO DRYWELLS. W1 SOLID COVER I \ i BOT.WASTE LINE EL.26.4 a o \\ TC 27.9 F 28-- RIM 28.8 p 1 I 0 2s,a \BC 27.4 I �\t SEWAGE DISPOSAL 14. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. TOP DRAIN LINE EL.24.9 o O \ DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND N� Y N5' 29 Tc 2e' \ I to SYSTEM 18"x 18"x 8" P FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. till w z8 s 5 DRYWELL D-1 BC z7 s �' .-, ' � , a �� �\ \ CONCRETE PAD I� + o- 2a 28.8/ W1 S 7'DEEP DRYWELL I W/#4 REBAR 15. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT EX. CATCH BASIN WITH CURB FRA ETO REMAIN I \ 28,4 - TC 27. a rc 2a.t CAMBELL FRAME&COVER OR AN APPROVED EQUAL v I \ co N WI SOLID COVER BC 272 BC z7.s EACH SIDE THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC, THE METHODS AND MATERIALS (END CURB �T TRUCTURE) \ _ 28.1 2.3 RIM 28.7 2 PLUG OR STOPPER Mir Cq " j I �� - ASPHALT I z EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW " cfi TRENCH DRAIN E-3 8' EP DR •• PARKING O YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". H I.,m C 12"W.TRENCH DRAIN WI SLOTT rc 2s o TC 28 2 TC 28 0 s SLOTTED GRATE �3 RIM 26.5 BC 27.5 DRYWELL F•4 BC 27.7 BC 27.5 !j Q V 3 , •. \\ M ET EX.CURB >?IM2 . 26 INV2 s'Ox,U'DEEPDRYwELL Y -� � w DRAINAGE CALCULATIONS: I + ? IN.V�?1.5 � Tc zs z 1 Tc 27 a Tc 27 s Z of n � •PVC SCR-35 RISER AS REQ'D OR AN BC 23.8. I S BC 25.7 1 WI SOLID COVER BC 26.9 BC 27.3 z TC 279 Sn M TC 27.5 p> > APPROVED EQUAL 2 RIM 26.9 = Bc 27.a O 0- ll,clTc 24 7 �- a- z7 s 27.0 ,( oTHE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL. ° Bc 24 2 r Bc z7 i 22'9 ASPHALT v DRYWELL F-3 cO/�O O 1 STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS PROVIDING 42.24 CF PER \ \ PARKING' 8'0 X 10'DEEP DRYWELL O~ PROPOSED ) I VERTICAL FOOT OF STORAGE AND 6'DIAMETER DRYWELLS PROVIDING 22.3 CF PER r 9 ^' 1 \ WI SLOTTED GRATE O U O n, I TC 255 �� to 45°BEND VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF ENCH DRAIN w, i \ sC 2s.oA BC 27.5 D D 27 RIM 26.5 �W U COEFFICIENTS:ROOF 1.0,ASPHALT PAVEMENT 1.0,GRASS PARKING&GRAVEL WALK 9 4 a- J TC 25$ a-- , zs s 1 INV 22.9 z Z IL 0.70 AND LANDSCAPING 0.10. . . ' ' ' ' . ' ' ' ' \ I PLUG WYE UNTIL _mss-,- -_ BC 252 ' ' ty z CLEANOUT IS As- s ! _ \ TC 27.2 Q 0 INSTALLED DRAINAGE AREA"A" IIT EX.CURBS I BC 24.3 ? Y7 BC 267 J ROOF DRAINAGE COLLECTION LINE 27 Tc 270 STORAGE REQUIRED: 0 0 \ DRYWELL F-2 (SEE PLAN FOR SIZE) BC 23.9 Tc 25 z `c 4 BC 26.5 i ROOF AREA: 1,112 SF X 1.00 X 2"112=185.3 CF cr_ BC za.7 BC 25. I I ti \ \ _ ) 8'0 X 10'DEEP DRYWELL 185.3 CFI 22.3 CF/VF=8.3 VERTICAL FEET REQUIRED ( g 99.8' z - - - 32.4' 7.0' I ASPHA WI SOLID COVER _-�\ _ \\ J o °N rn o PARKIN G .�) I RIM 26.7 PLUG % \ \/\/� _A.- _ _ -\ �w o INV 22.9 STORAGE PROVIDED: 3 Tc 24 s \ N DRYWELL F-1 45'WYE FITTING USE 2-6'0 DRYWELLS @ 5 VF EACH=10 VF>8.3 VF PROPOSED ELECTRIC L SERVICE BC 24.1 DROP CURB \ TC 24,6 'TC 25.2 \ I 8'0 X 10'DEEP DRYWELL "BY OTHERS"" UND k EPARATE BC B �t Bcza7 r I I Bc26a � TC 27.0 I I TC 26.9 � WI SLOTTED GRATE CLEANOUT DETAIL DRAINAGE AREA"B" s� p N c'6 `' ' @J BC 26.5 C RIM 26.0 STORAGE REQUIRED: UTILITY HIGHWAY b K PERMIT 25 I =� I `b I En INV 22.9 NOT TO SCALE ROOF AREA: 1,579 SF X 1.00 X 2"112=263.2 CF Fk6 THE DOT 3 m \ �\ I I I QQQ����� GRAVEL WALK AREA: 729 SFX 0.70 X 2"112= 85.1 CF +22.5 +22 �- J� J \ 23 PAVEMENT: 613 SFX 1.00 X 2"112=102.2 CF N N, tk• S l 265 ( I �6 =450.5 CF -----------�- 268 � I DRYWELL E-2 �p��\ 24 F - - � I r �Q�a��Q �SIOX 8'DEEP DRYWELL � � 450.5 CF/42.24 CFNF=10.7 VERTICAL FEET REQUIRED Wl SLOTTED GRATE w I N74e50'00"W T CHAIN NK FENCE LONG LINE 247.04 D B D " ��� RIIM 23.0 I I RAIN GARDEN E-1 CATCH BASIN F-7 LAND N F OF B o '•'+"' H.W.L EL.24.0 SLOPE PARKING AREA PROPOSED STORAGE PROVIDED: INV 19.3 RIM 26.2 51750 ROUTE 25 LLC .'' USE 1-8'0 DRYWELL @ 11 VF EACH=11 VF>10.7VF I BOT.EL.22.5 DIRECTLY TO RAIN GARDEN I/AOWTS INV 23.5 S.F. RESIDENCE D t.F• ..:'.,;•:..'•.,:•.:':• ` VOLUME=1,118 CIF CONNECTED TO PUBLIC WATER ;` ' ' ' DRAINAGE AREA"C" - A A STORAGE REQUIRED: ROOF AREA: 1,204 SF X 1.00 X 2"112 200.7 CF SITE PLAN A L _j SCALE:1"=30' GROUND SURFACE OR ISOMETRIC VIEW 200.7 CF/42.24 CFNF=4.8 VERTICAL FEET REQUIRED SOILS WITHIN 12"OF PAVEMENT PAVEMENT SUBGRADE(WHERE 4"HOLE FOR BOLTING SUBGRADE COMPACTED TO 95% D STORAGE PROVIDED: OF MAXIMUM DENSITY APPLICABLE) �_ USE 1-8'0 DRYWELL @ 5 VF EACH=5 VF>4.8 VF PLAN VIEW B o DRAINAGE AREA"D" STORAGE REQUIRED: ROOF AREA: 1,763 SFX 1.00 X2"112=293.8 CF \\\\\\/ •' '••'•••' •'•'•••' •••'•••'•' '•'•' •' ' •'•'•'•' •'•'•••' •'•'•••'•' ' /\\/\\/ 293.8 CF 142.24 CF/VF=6.9 VERTICAL FEET REQUIRED 'SOILS IN EXCESS OF 9"BELOW PAVEMENT SUB-'/%/%// C \/\\/\\/\\ :•'. GRADE COMPACTED TO 90% : /\/� OVERSIZED HOLES CAST IN WALLS-PIPE TO BE STORAGE PROVIDED: \//\//\/ •'. •'. •'. •'. •'. :•'.;•'.:•'.;•'.;•'.:•'.; //\//\/ SECURELY GROUTED IN PLACE BY CONTRACTOR USE 1-8'0 DRYWELL @ 7 VF EACH=7 VF>6 9 VF IN FIELD(PIPE SIZE+LOCATION TO SUIT) \ DISTURBED FF DRAINAGE AREA"E" \ \ \ .',:'.'••:.•,•:.•, .•••.•••.•••.•••.•••.••• .••• .•••.••• .•••.•,•. D I• - � STORAGE REQUIRED: /!\\ "FINAL BACKFILL '•: .'. '•':'•' /%\�/\ EARTH PAVEMENT AREA: 7,249 SFX 1.00 X 2"112=1,208.2 CF SECTION"A-A" SECTION"B-B" ROOF AREA: 378 SF X 1.00 X 2"112= 63.0 CF TO BE PLACED IN ::'• j/\\j�\ NOTES: DIMENSION SCHEDULE = 1,271.2 CF 12"LIFTS \//\// \/\/\ , , , • , , .:•• .:.•.`• . \\/\\/\ -GALVANIZED STEEL GRATING ALSO AVAILABLE A=12" THROUGH 48" /j\ \ \ •. /\ \ CORRUGATED -CONCRETE TO TEST PSI @ 28 DAYS B=LENGTH AS REQUIRED 4'-0"MINIMUM STORAGE PROVIDED: SEE PRECAST STRUCTURE NOTES FOR \ \ /j//\ POLYETHYLENE PIPE(BY -60 GRADE REINFORCEMENT C=DEPTH AS REQUIRED USE RAIN GARDEN =1,118 CF REINFORCING REQUIREMENTS. \ \ \ D=6"OR 8"* USE 1-8'0 DRYWELL 8 VF EACH= 338 CF ADS OR APPROVED EQUAL) @ OTHER SIZES AVAILABLE AS REQUIRED =1,456 CF>1,271.2 CF cJ \\//\\// \//\\//\ INITIAL BACKFILL, DRAINAGE AREA"F" INSTALL DUMMY RINGS AND/OR DOME AS /\/\ \/\/ „ STORAGE REQUIRED: NECESSARY TO BRING PROPOSED \\/\\/ \\\\ 6-12 PRECAST MANUFACTURING CO. LLC GRASS PARKING AREA: 1,860 SFX 0.70 X 2"!12= 217.0 CF STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND w ABOVE TOP OF PIPE. PAVEMENT AREA: 10,453 SF X 1.00 X 2"/12=1,742.2 CF SLOTTED COVER CAMBELL FOUNDRY CO. a \\j\\j \/\\/� TRENCH DRAIN (OR EQUAL) MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE w //\//\/ \//\// ROOF AREA: 429 SFX 1.00 X 2"/12= 71.5 CF UJ w /\\//\\// \//\\// SPRINGLINE = 2,030.7 CF COURSES COVER PATTERN No.1012A-TYPE C OR AN p /\/\ NOT TO SCALE APPROVED EQUAL. \ 2,030.7 CF/42.24 CF/VF=48.1 VERTICAL FEET REQUIRED CONCRETE COLLAR -D p / CAST IRON FRAME+GRATE AS NECESSARY FINISHED GRADE O STORAGE PROVIDED: \\ \/ BACKFILL PLACED ALTERNATELY IN s"x 6"W4/W4 W.W.M. 6"LIFTS ON BOTH SIDES OF USE 5-8'0 DRYWELLS @ 10 VF EACH=50 VF>48.1 VF M 000000 0000000000 \\/\\ i-- 24" - //\// 0 0 0 0 0 0 0 0 //\// PIPE TO SPRINGLINE ELEVATION g o00 0000000000000 \%1 N LL In / O O o O O o /// < ? \//\\% 00000000000000000 PLAN VIEW Q // �,////// ////////// ////// \ 3" 18„ 3„ 12°ge •- °� m PRE-SHAPED FOUNDATION OR FLAT // \/\j�\j�\j�\/�\j�\j�\/�\j�\j�\j�\\ \/ BEDDING CLASS I, II OR III WHERE �, '(Z:�dptPOR ( ) 12"&18" D!REq•.:::.••. :jSRE�!R�4 FOUNDATION WITH BACKFILL TAMPED INTO //\//\\//\\//\//\//\//\//\//\////// UNSUITABLE MATERIAL IS RISERS 14" 2,3 OR 4 FOOT SECTIONS AS NECESSARY PIPE HAUNCHES,AT CONTRACTORS ENCOUNTERED DURING EXCAVATION AS REQ'D >'''' DISCRETION. O.D. +24 MAX.EE NOTE BELO OF PIPE TRENCHES AS REQUIRED IN 4 WRAP WITH 6 OZ.(MIN.)NONWOVEN 3'CaL1 AR-: NOTES GEOTEXTILE(FILTER FABRIC)AND AT ASTM D2321, LATEST EDITION. TOP OF COLLAR BYMIRAFIORAN N 2 APPLICANT APPROVED EQUAL. z = Z z 1. CLASS I, II, III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE SEE PRECAST STRUCTURE PRECAST DRAINAGE E- o g ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). FIRST UNIVERSALIST CHURCH OF SOUTHOLD REVISIONS NOTES FOR REINFORCING RINGS w o �w w REQUIREMENTS SHEET PILING AS REQUIRED .', z w u PO BOX 221 r EXCAVATE AND BACKFILL 3 FEET AROUND c ~ w 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING 2" SOUTHOLD, NY 11971 % Q N ! a 18" 18" 13" 14"SQ. RECEIVED LEACHING RINGS WITH SUITABLE POROUS :"4"•MIN: u- �' o BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH --- - C a 14"SQ. -- � '� � , H �+ MATERIAL AS APPROVED BY THE ENGINEER. , ' "' WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF .,• y ' Plans are prepared by Condon Engineering,P.C. It is a violation of the APR 0 5 2022 ' 12"MIN. REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE t, ENGINEER. New York State Education Law,Article 145,Section 7209,for any �^ �, < ?.: person unless acting under the direction of a licensed Professional 50Utn0 d Town r,7 '•• •; Engineer,Architect,or Land Surveyor,to alter an item in an way.If ^^ Y Planning Board I 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALL BACKFILL an item bearing the seal of an Engineer,Architect,or Land Surveyor isTf. z " 4„ altered,the altering Engineer,Architect,or Land Surveyor shall affix tof `: : ' MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. the item his/her seal and the notation"Altered by"followed by his/her z:=. : signature and the date of such alterations,and a specific description of .:•:z::. 1' .'';' 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL NOTES: the alteration. :: .cvo .• SECTION VIEW PLAN VIEW S.C.T.M.: DIST.1000 SEC. 63 BLK. 6 LOT 6.1, 6.2 :' EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A -CONCRETE:4,000 PSI @ 28 DAYS -REINFORCING:AS PER ASTM A-185 6"X EXCAVATE A MINIMUM OF 6'INTO ""' ::.° ``• FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, FIRST UNIVERSALIST "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR 6'WEIGHTS:W.W.M. VIRGIN STRATA OFSANDAND -WEIGHTS: Scale:ASSHOWN Condon Engineering P.C. CHURCH OF SOUTHOLD GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,"LATEST EDITION;AS -CATCH BASIN:645 lbs WHICHEVER IS DEEPER. AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH -RISER WEIGHTS:363 lbs/ft BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. PRECAST MANUFACTURING CO. LLC Drawn by:JJC 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) OF Mattituck, New York 11952 SOUTHOLD, NY DRYWELL DETAIL PIPE TRENCH SECTION 18" SQUARE CATCH BASIN (OR EQUAL) Date: 3128/2022 (631) 298-1986 (631) 298-2651 fax NOT TO SCALE NOT TO SCALE NOT TO SCALE www.condonengineering.com GRADING & DRAINAGE PLAN 6"THICK CONCRETE PAVEMENT(4,000 6"X6"-1V2.0 X W2.0 WWM WITH 3" PSI STRENGTH,3/4"STONE 5%AIR COVER(OVERLAP SPLICES MIN 12") ENTRAINMENT) CONCRETE TO MEET LEED REQUIREMENTS . .T ao D T F � D CRUSHED AGGREGATE co BASE COURSE OR COMPACTED RCA(8"MIN.) TO BE PROTECTED WITH A MIN.8'X 8'ENCLOSURE CONSTRUCTED AS PER FOLLOWING DETAIL AND WITH A WOOD SNOW FENCE TO BE INSTALLED AT A DISTANCE OF 6'-9"OF RADIUS PER INCH DIA.(TRUNK DIA.)OR AT THE TREE DROPLINE WHICHEVER IS 8"THICK AT SLAB EDGE 36 ' .COMPACTED'SUBGRADE(8` IN.7•. FURTHEST,AS REQUESTED BY TOWN OR VILLAGE ARBORIST. CONCRETE SLAB SECTION _ r � 10'-0" \ 6'HIGH STOCKADE FENCE ON \ STEEL FRAME SET IN CONCRETE MIN.4'HIGH WOOD SNOW FENCE TO BE STAKED EVERY 8'O.C. AA I n p p Q� TREE ArrACNArroP Dm D 0 O PROTECTED D \ RAMP I I ANDBOTTOM ?, 6"x6"-W2.0�W2.0 WWM WITH 3"COVER CONCRETE PAVEMENT NOTES: EXISTING �p D D p D �A, p 1. NATIVE MATERIALS MAY BE USED FOR THE PAVEMENT EDGE OF SIZE AS REQUIRED SIGN y SUBBASE IF IT IS DETERMINED TO BE I 1 SIDEWALK LAYOUT AND BY LOCAL CODE ACCEPTABLE BY THE TOWN ENGINEER. I MEET TING FLUSH TRANSITION TO 12 SIDEWALK PAVEMENT 2" 1 w p D �a R` 2. THE SUBGRADE MUST BE FREE OF DEBRIS �_ � AND UNSUITABLE MATERIALS AND I I GALVANIZED CHANNEL COMPACTED TO 95%MAXIMUM DRY I v 6" i Q I I POST INSTALLED PLUMB I p p DENSITY. I co 7 WELDED WIRE MESH = q () D 3. EXISTING SUBGRADE SOFT SPOTS TO BE t SIDEWALK CURB RAMP z m I I I I p p REMOVED AND STABILIZED,AS DIRECTED 2"X 6" PRESSURE z o I I 3•STEEL PIPE I BY THE ENGINEER. TREATED RAILS(TYP.) \ rl SECTION A-A o f/LLEDW/GONG o 0 � o I I I 4. BASE COURSE TO BE COMPACTED TO 95% CEMENTWASN I gyp. Q p OF ITS MODIFIED PROCTOR DENSITY(ASTM 4"X 4"PRESSURE TREATED \ / 50 I I 111—SLOPED 1/47 MIN I 1557)AT OPTIMUM MOISTURE CONTENT. CORNER POSTS(TYP.) 6,0* I I I �p p D p p /// 5. ANY RECYCLED CONCRETE AGGREGATE o \ SIDEWALK CURB RAMP(TYP) 6"THICK CONCRETE SLAB 4,000 PSI-28 DAY STRENGTHv / I I (RCA)THAT IS UTILIZED ON THIS PROJECT p o MUST BE NEW YORK SYSTEM DEPARTMENT SECTION A-A t> p :7A,\* > OF TRANSPORTATION(NYSDOT) SPECIFICATION RCA. o M POSTBELOW COARSE BROOM FINISH I I RUNNING PERPENDICULARO� SIZE AS REQUIRED SIGN 4,000 PSI AIR ENTRAINED OPTION' TRANSITION TO CURB TO THE SLOPE `' CONCRETE FOOTING LAYOUT AND BY LOCAL CODE MECHANICAL 4"X 4"POST HOLDER ASPHALT PAVEMENT TAPER CONCRETE DROP 6'-4"MIN. 2'-0"DEEP �i6o > 5"DI FLUSH WITH DROP CURB CURB REVEAL V IN 5' N TRANSITION TO ACCOMMODATE NOTES' DOUBLE GATE ELEVATION. P LAN FLUSH TRANSITION CURB RAMP LENGTH 1. SYMBOLS TO BE PAINTED ON EACH SIGN. A TOP CONCRETE DROP CURB ANDBOTTB07TOM NOTE: NOTE: TOP POST VIEW SEE GRADING PLANS FOR TO PAVEMENT 2. EMBLEM SIZE,COLOR AND EXACT PROTECTION MUST REMAIN UNTIL COMPLETION OF CONSTRUCTION. ANY GRADING(MINOR ONLY BLENDED TRANSITION LOCATION WITHIN THE PARKING LOT TO ASPHALT PAVEMENT DETAILED GRADING. CONFORM TO LOCAL GOVERNING CODE. ALLOWED)DONE WITHIN PROTECTION ZONES TO BE DONE WITH HAND TOOLS. HANDICAP RAMP/BLENDED TRANSITION - TYPE 3B SIGN MOUNTING DETAIL DUMPSTER ENCLOSURE PAD DETAIL PROTECTION FENCE DETAIL NOT TO SCALE PRECAST STRUCTURE NOTES: 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. SIGNAGE FOR 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE ACCESSIBLE PARKING DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING. LE E I V E D CONCRETE SIDEWALK(AIR 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL 5 2022 ENTRAINED,4000 PSI)WITH COARSE REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE 12" —.� D BROOM FINISH PERPENDICULAR TO DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. ld TOWnSIDEWALK SLOPEg Board RESERVE GREEN BORDER(318")AND 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE LETTERING(2"HEIGHT) SITE MEET ALL REQUIREMENTS OF THE TOWN OF BROOKHAVEN,SUFFOLK COUNTY DEPARTMENT OF HEALTH J IL 45° PARKING SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. L z EQUAL EQUAL o, WHITE BACKGROUND AND I _ EXPANSION JOINT 20'O.C. am 3l8"MARGIN CONTRACTION JOINT AT 4' `-I D PLAN (SEE DETAIL"B') BLUE INTERNATIONAL O.C.(SEE)ETAIL"A") APPLICANT U) 3' SYMBOL OF ACCESSIBILITY z z 1-1/2"WEARING COURSE NYS TYPE 6(ITEM 403.16) 6^ > :'..f,: ` l�,;.:• ._'•. ,:•:i;.:; NOTE: ' ` ' " FIRST UNIVERSALIST CHURCH OF SOUTHOLD 0 1 2" INDE R E NY TYPE 3 1 B R COU S S 3 . PO BOX 221 m 12" w SIGN HEIGHT SHALL BE SET TO MAKE IT d CLEARLY VISIBLE TO ALL PEOPLE WITHIN BINDER COURSE(ITEM 403.13) 6"GRANULAR MATERIAL SOUTHOLD, NY 11971 NOTE: Q � A 4"POURED CONCRETE f/ �5 THE DRIVER'S SEAT OF ANY VEHICLE (BANK RUN SAND&GRAVEL) SEE NYSDOT DRAWINGS FOR THE WORK TO BE Z� <S i 12" , < SECTION A-A PRE-MOULDED f 4" 318"GREEN BORDERhe PERFORMED WITHIN THE NYS ROUTE 25 RIGHT OF WAY. r BITUMINOUS Plans are prepared by Condon Engineering,P.C.PCIt is a violation of f JOINT FILLER / twa VAN 1 1/2"GREEN LETTERING n, New York State Education Law,Article 145,Section 7209,for any J «, 1l4'RADIUS RCA NOTE: 6, person unless acting under the direction of a licensed Professional ( ";, rw 01 ANY RECYCLED Engineer,Architect,or Land Surveyor,to alter any item in any way.If BLUE ACCESSIBLE 1"GREEN LETTERING :• ? �,.., LAJ 4" WHITE BACKGROUND AND a CONCRETE an item bearing the seal of an Engineer,Architect,or Land Surveyor is .. PAVEMENT v �. •. •.: STRIPING 318"�v1ARGIN ,.,. -. '.:".�:':.::.,' .^,•:••:...:.,�. -., . ,• - AGGREGATE(RCA) altered,the altering Engineer,Architect,or Land Surveyor shall affix to F 4"COMPACTED BASE COURSE(314"STONEJ '.:, �..,: r• . ,.: . THAT IS UTILIZED ON the item his/her seal and the notation"Altered b followed b his/herd$ 2 'v ,;.� ., BLEND OR CRUSHED CONCRETE") :.,r.1/2" t THIS PROJECT MUST y y CURB NOTES: ''` ':';,•.: •• signature and the date of such alterations,and a specific description of SIGNAGE FOR COMPACTED SUBGRADE(MIN.95%STANDARD PROCTOR) 'v `. i :; " ;:::`": BE NEW YORK SYSTEM 1. CURB CONCRETE TO BE MINIMUM 3,000 PSI AT 28 DAYS. .:; DEPARTMENT OF the alteration. S.C.T.M.: DIST.1000 SEC. 63 BLK. 6 LOT 6.1, 6.2 ACCESSIBLE PARKING 9'-0" 9'-0" **IF CRUSHED CONCRETE AGGREGATE . .•..r..;�.•.,t.••::,''•;• ..; .; •� ,��;:�'�:'.• r:;;:.'i•, TRANSPORTATION FIRST U N INE RSAL I ST (RCA)IS TO BE USED AS THE BASE 2. EXANSION JOINTS TO BNE SPACES A MINIMUM 20'. (NYSDOT) COURSE,IT MUST BE NEW YORK STATE SPECIFICATION RCA. Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD 18'-0"MINIMUM DEEPARMENTOFTRANSPORTATION DETAIL "ADETAIL 111311SPECIFRECYCEDCE CONCRETE CURB DETAIL AGGREGATE. Drawn by:JJC 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) OF TYPICAL ACCESSIBLE PARKING SPACE TYPE B CONCRETE SIDEWALK DETAIL (ON-SITE) Mattituck, New York 11952 SOUTHOLD, NY Date: 3/28/2022 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com DETAILS 2 LU r UjD Oq I I I I PROPOSED GRASSES+PERENNIALS (SEE SHEET L-3, PROPOSED DECIDUOUS SHRUBS+ PLANTING PLAN, EVERGREEN SCREENING l FOR SPECIES) (SEE SHEET L-3,PLANTING PLAN, FOR SPECIES) PROPOSED FLUSH CONCRETE CURB WITH S 6"CURB BEYOND r EX.GRADE PROPOSED ASPHALT i i i � o � I—III—I I—III- PARKING AREA i / —III—III=III-1' r =III-111 �I I II�I I I�III I II I II I II I II I II I III II I I - - i - �-1 I I-1 I I-1 11=1 I I-1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I I=1 11=1 11=1 I =I�� �o I I —I 11—I 11=1 11—I 11—I 11—i 11—III—III=1 11—i 11=1 I I- -1 11=1 11—I 11—I 11-1 I I—I 11-1 I I—I 11=1 11=1 11=1 I I— �� 1 I I I=1 1=1I 1=1 1=1 1=1 1=1 1=1 11=1 11=1 11=1 11=1 i'- -I 11=1 11—I 11=1 11=1 1 1—I 1 1=1 1 1=I I I—I I I=1 1 1EA I I— xX x i 1 I I I=11 1=11 1=11 1=11 1=11 1=11 1=11 1=11 1=11 1=I I I—�'' 1=1 I I=1 11=1 I I=1 11=1 I I=1 I EE1 11= + + + —I I I I II I II I II I II II II I II I II II I II III II II II II II I II I I I II I it I II NDSC =III—III=III=III=III—III=III—III=III=111=111—III + + + + + + + + + + +„ + 1 + + + + + + + + + + + + __ I=1 11=1 I I-1 I I-1 I —1 11—I I I—I 11—I I I—I 11=1 11=1 11=1 11=1 I _ 6 CLEAN SAND — �- �' �p + + + + + + + + + + + + + + + + + + + + + _ , =1 I 1-1 I II 11=1 I -1 I -1 I I-1 I I-1 I I-I I I-1 I 1=1 I I-1 I 1-I i O F ' =_ 1=1 11=1 I I-1 11=1 11=1 11=1 11=1 I II I I-1 11=1 11=1 1=1 11=1 I I-'' Q� arsha�jA y III 111=111=111=111=111=111=111=111-111=111=111=111=111=111=1 I I-111=111=111=1 I I-1 I I-1 I I-1 I I-111=111=111=111=111=1 I I-111=111=111=111=111=111=111=111=1 I -1 I I-1 I I-111=111=111=111=1 1=111=1 I I-111=111= - =1 11=1 I,,;III �I I�ill=1 1=1 11=1 1=1 1=1 11=1 11=1 1=1 11=1 11=1 I-1 11=1 -1 11=1 11=1 1=1 11=1 1=1 I I-1 1-1 11=1 11=1 -1 1=1 I -1 11=1 1=1 1=1 1=1 1=1 1=1 11=1 11=1 I -1 I I-1 11=1 -1 I -1 -1 I I-1 I -1 I-I''- CO III=1 11-1 I I;III �I I Il i l l l 11 �l l 11 11 l 11 i li l 11 l 11 i 11 1 1 1 1 11 11 I I I =I I I =III;owl;�I�ITE I I;BILI, ISI 1=1 11=1 11=1 11=1 -1 11=1 -1 11=1 1=1 1=1 11=1 11=1 11=1 11=1 11=111=1 11=1 1=1 I i I I- I' 0 `,, _, _ _ili llll iiillll�Il�kjjj IIR III-�1 1; ,1II� II III!II I IIII II IIII II I II I IIIII ���II IiiI I11111111� 11 111;111-III=1l — U RECEIVEDIi NOV 1,2 2020o1854��0�� NF- ...... l Town SECTION A - PROPOSED INFILTRATION AREA Planning Board S.P TZ BY: SECTION DATE:2020 11 01 0 1 2 REVISED FIRST UNIVERSALIST CHURCH L-5 Marshall paetzel OF S O U TH O L D Scale 1/2" = 1'-0" SHEET 5 OF 5 LANDSCAPE ARCHITECTURE 51970 Main Road-Southold, New York ;- 44 Streetworks UTLD Traditionaire �IIIIIP ;- ,-1 Decorative Post Top Luminaire Light ARchite!`- Product Certifications 40, Interactive Menu • Ordering Information page2 • Product Specifications page • Energy and Performance Data page3r�a RECEIVE® V Replaces up to 250W equivalent HID MAY 1 2022 • Asymmetric&Symmetric distributions 0-10V dimmingdriver standard Scut of Town Planning Board UL 1449/MOV surge protection available • 3G vibration rated Dimensional Details UTLD UTLD -Tall Cupola Optional Bird Cone 4-5/8"[119mm] 6-7/32"(157mm] 3"[76Imm] 1175mm] 6-15/16"[175mm] r ��.,.. [699mm] 32-13/16" [833mm] _ g"[203mm] Square I11� i 16"[405mm] 19-3/4"[501 mm] Lptional ................... 3-3/4"[95mm] 17"]4I2mm 17"[d32mm6.1!4"]414rnm1 Uecorauv Ladder Rest COOPERPS506054EN page 1 Lighting Solutions December 6,2021 8:24 AM Streetworks UTLD Traditionaire Ordering Information SAMPLE NUMBER:UTLD-PA1-100-740-U-T2U-CL-BK Product Family Configuration Color Voltage Diserlbution Um� Firilol Temperature UTLD=Traditionaire' PA1=Direct Mount 20=20Wa 740=70CRI,4000K U=Universal(120-277V) T2U=Type II Urban 1Blankl=Open(No Lens) BK=Black LED Downlight Rectangle(24 LED) 30=30W 727=70CRI,2700K' 2=12OV' T3=Ty}�pe lil A=Refractive Lens Panels' AP=Grey BAA-UTLD=Traditionaire LED 40=40W 827=80CRI,2700K' 8=48OV4,' T4W=T pe IV Wide CL=Clear Lens Panel' BZ=Bronze Downlight Buy American Act 50=50W 730=70CRI,3000K6 9=347V' SWO-Type V Square Wide FIR-Frosted Lens Panel WH=White Compliant" 60=60W 750=70CRI,5000K' S13=Type Ill w/Splll Control TL=Textured Lens Panel' TAA-UTLD=Traditionaire LED 70=70W AMB=Amber 590nm15 Downlight Trade Agreements Ill Act Compliant" 90=90W 100=100W Options (Order 10K=Series 10kV UL 1449 Surge Protective Device 5LTD=DALI' TAIBK=Decorative Ladder Rest for Field Installation(Black) 20K=Series 20kV UL 1449 Surge Protective Device PR=NEMA Photocontrol Receptacle' OA/RA1013=Photocontrol Shorting Cap 20KI=Series 20kV UL 1449 Surge Protective Device with light indicator PR7=NEMA TPIN Twistlock Photocontrol Receptacle OA/RA1014=NEMA Photocontrol-120V 20MSP=Parallel 20kV MOV Surge Protective Device OA/RA1016=NEMA Photocontrol-Multi-Tap 10MSP=10kV MOV Surge Protection Device OA/RA1027=NEMA Photocontrol-480V HA=50'C High Ambient Temperatures OA/RA1201=NEMA Photocontrol-347V 4 P 0A1223=10kV Surge Module Replacement W=20'#l0 Input Leads HS-UTLD-24=Field Installed UTLD House Side Shield for PA110 S=Snap Latches for Tool-less Light Replacement J-Factory Installed Ladder Rest VGS-ARCH=Short Vertical Drop Shield BCAlyd Cane' VGL-ARCH=Long Vertical Drop Shield HSS=Factory Install UTLD House Side Shield 10 TC=Tall Cupola" PSC=Photocontrol Shorting Cap NPC=NEMA Photocontrol-Multi-Tap LLPC=Longlife Photocontrol Included CC=Coastal construction finish" NOTES: 1Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications.Refer to our white paper WP513001EN for additional support information. 2.PAl-20 only available in 120V. 3.Only available in universal voltage.Consult your lighting representative at Cooper Lighting Solutions if custom programming is required.Not available with PAI-90,PA1-100-Consult your lighting representative at Cooper Lighting Solutions if greater than PAI-80(a3W) is needed, 4.Only for use with 4e0V Wye systems.Per NEC,not for use wish ungrounded systems,impedance grounded systems or corner grounded systems(commonly known as Three Phase Three Wire Delta,Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 5.Not available with 5LTD driver. 6.Use dedicated IES files forwhen performing lay&un These files are published on the UTLD Traditionaire product page on the website. 7.If-PR"selected,dimming funeftoel�not available,dimming leads will be capped. e.Not available with HSS or 5LTD driver. 9.Lens panel and birdcone cannot be ordered together. 10-HSS not available with SWO distribution. 11.Use tall wpola to accommodate network wrinad i9liniens requkiniglhe 7-pin m"bicre 12.Caaatal cn s1=fmn flnlith fah spray restart to aver U WJloum per ASTM 9117,vr2ha scrdle raring a19 per/SIM 01654. 13.Only produn wrifigurations with these desl9lnatedWrests we both to lie 4empllaFlt vMh the Euy Ammcan Act of 1933(OAA)of Trade Agreements Act of 1979(TAA),respectively.Please refer to DOMESTIC PREFERENCESwebsite for more information.Components shipped separalr7y maybe separately anolyW under domestic Preference regwrerowls. 14.Atcessories 3ald separately widl be separately ianelyzed under dimentle pretnence requlrcmetrte.Cehsuh fietory for further information. 15.Narrow-band 594nm 41�Snm rw wddlde and tibuivowy use.Choose drive curroni A;wppapd a%$MmA drip eumfnt only.Flan luminaire wattage available in IES files.Available with 5W0,5Mp.5L7.Sia and SL4 dmobutions.Can be used with HSS option. Product Specifications Construction Electrical Shipping Data • Hinged(stainless steel hinge pins)die-cast • LED drivers mount to die-cast aluminum back • Approximate Net Weight:37 lbs.(17 kgs.) aluminum housing and cover with cupola. housing for optimal heat sinking,operation efficacy, • Effective Projected Area:2.3(Sq.Ft.) • 3G vibration tested to ensure strength of and prolonged life. construction and longevity in application. • Standard drivers feature electronic universal Typical Applications voltage(120-277V 50/6OHz),347V 50Hz or 480V Outdoor,Parking Lots,Walkways,Roadways, Optics 60Hz operation,greater than 0.9 power factor,less Building Areas • Choice of five patented,high-efficiency AccuLED than 20%harmonic distortion,and is suitable for Warranty Optic technology manufactured from operation in-40'C to 40°C ambient environments. injection-molded acrylic. Standard five-year warranty. 1 ry Surge protection options:l OkV/1 OkA common-and . Optional ten-year warranty,please see your Cooper • Optics are precisely designed to shape the light differential-mode surge protection.Optional 20kV Lighting Solutions Streetworks sales representative output,maximizing efficiency and application (light indicator optional),1 OkV MOV,and 20kV MOV for more information. spacing. surge protection devices. • AccuLED Optic technology creates consistent Mounting distributions with the scalability to meet customized . Self-aligning pole-top fitter for 3"O.D pole tops or application requirements. vertical tenons. • Optional 2700K,3000K,4000K and 5000K . Square headed 1-1/4"polymer coated mounting CCT.For the ultimate level of spill light control,an bolts with a lock nut. optional house-side shield accessory can be field,or factory installed. Finish • Optics are IP66 enclosure rated. Cast components finished in a super polyester powder coat paint,2.5 mil nominal thickness for • Offered open sided as a standard with four lens superior protection against fade and wear. options. • Optional colors include bronze,grey and white. RAL and custom color matches available. (jf) COOPER PS506054EN page 2 Lighting Solutions December 6,2021 8:24 AM Streetworks UTLD Traditionaire Energy and Performance Data Power and Lumens(Standard Configuration-No Bird Cone) Nominal Power(Watts) 21 31 40 54 64 74 83 94 96 Wattage Label 20 30 40 50 60 70 80 90 100 Current @ 120V(A) 0.18 0.26 0.34 0.45 0.53 0.62 0.70 0.78 0.80 Current @ 277V(A) -- 0,12 0.15 0.21 0.24 0,28 0.31 0.35 0.35 Current @ 347V(A) -- 0.10 0.13 0.16 0.19 0.22 0.24 0.28 0.28 Current @ 480V(A) -- 0..07 0,09 0.13 0.14 0,17 0.18 0,21 0.21 Optics 4000K 2,875 4,024 5,231 6,705 7,794 8,723 9,544 10,321 10,343 Lumens per Watt 137 130 131 124 122 118 115 110 108 BUG Rating B1-U0-G1 B1-UO-GI B2-UO-G2 B2-UO-G2 B2-UO-G2 B2-UO-G2 B3-UO-G3 B3-UO-G3 B3-UO-G3 T21.13000K 2,618 3,665 4,764 6,107 7,098 7,944 8,692 9,400 9,419 Lumens per Watt 125 118 119 113 111 107 105 100 98 BUG Rating B1-UO-G1 Bl-U0-G7 B2-UO-G2 B2-1.10-G2 B2-U0-G2 B2-UO-G2 B2-U0-G2 B3-1.10-G3 B3-1-10-G3 4000K 2,461 3,444 4,476 5,740 6,672 7,466 8,168 8,834 8,853 Lumens per Watt 117 111 112 106 104 101 98 94 92 BUG Rating B1-U3-Gl B1-U3-Gl B1-U3-G2 B2-U3-G2 B2-U4-G2 B2-U4-G2 B2-U4-G2 B2-U4-G2 B2-U4-G2 T2U-A 3000K 2,241 3,136 4,077 5,227 6,076 6,798 7,438 6,045 8,063 Lumens per Watt 107 101 102 97 1 95 92 90 66 84 BUG Rating B1-U3-G7 B1-U3-G1 B1-U3-G2 B1-U3-G2 B2-U3-G2 B2-U4-G2 B2-U4-G2 B2-U4-G2 B2-U4-G2 4000K 2,682 3,754 4,880 6,258 7,273 8,138 8,905 9,631 9,651 Lumens per Watt 128 121 122 116 114 110 107 102 101 BUG Rating B1-U2-G1 B1-U3-G1 B2-U3-G2 B2-U3-G2 B2-U3-G2 B3-U3-G3 B3-U3-G3 B3-U3-G3 B3-U3-G3 T21.1-Cl- 3000K 2,443 3,419 4,445 5,698 6,624 7,412 8,110 8,770 6,790 Lumens per Watt 116 110 111 106 104 100 98 93 92 BUG Rating B1-U2-G1 B1-U2-G1 B2-U3-G2 B2-1.13-132 82-U3-G2 B2-U3-G2 B3-U3-G3 B3-U3-G3 B3-U3-G3 4000K 2,637 3,690 4,799 6,152 7,151 8,002 8,755 9,468 9,488 Lumens per Watt 126 119 120 114 112 108 105 101 99 BUG Rating B1-U3-G1 B1-U3-G1 B2-U3-G2 B2-U3-G2 B2-U3-G2 B3-U3-G3 B3-U3-G3 B3-U3-G3 B3-U3-G3 T2U-TL 3000K 2,402 3,362 4,369 5,602 6,512 7,287 7,973 8,622 8,640 Lumens per Watt 114 108 109 104 102 98 96 92 90 BUG Rating B1-U2-Gl B1-U3-G1 B2-U3-G2 B2-U3-G2 B2-U3-G2 B2-U3-G2 B3-U3-G3 B3-U3-G3 B3-U3-G3 4000K 2,458 3,441 4,473 5,736 6,668 7,460 8,164 8,828 8,847 Lumens per Watt 117 111 112 106 104 101 98 94 92 BUG Rating B1-U3-G2 B1-U3-G2 B1-U3-G3 82-U4-G3 B2-U4-G3 B2-1-14-G3 B2-U4-G4 B2-U4-G4 B2-U4-G4 T2U-FP 3000K 2,240 3,134 4,075 5,224 6,072 6,795 7,434 8,039 8,056 Lumens per Watt 107 101 102 97 95 92 90 86 84 BUG Rating Bl-U3-G2 Bl-U3-G2 Bl-U3-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 B2-1.14-G3 4000K 1,949 2,728 3,547 4,546 5,265 5,914 6,471 6,998 7,013 Lumens per Watt 93 88 89 84 83 80 78 74 73 BUG Rating BO-UO-GI BO-UO-GI B0-U0-G1 B0-U0-G1 B0-U0-G1 BO-UO-G1 BO-UO-G1 B1-UO-G2 B1-UO-G2 T2U-HSS 3000K 1,775 2,465 3,230 4,141 4,813 5,386 5,893 6,374 6,387 Lumens per Watt 85 80 81 77 75 73 71 68 67 BUG Rating BO-UO-GO B1-UO-G1 B1-U0-Gl Bl-U0-G1 81-UO-G1 I B1-UO-G1 B1-UO-G7 131-UO-GI I Bl-U0-G7 NOTE:*Photometric data is reported for lower hemisphere only. (, COOPER PS506054EN page Lighting Solutions December 6,2021 8:24 AM Streetworks UTLD Traditionaire Power and Lumens(Standard Configuration-No Lenses or Bird Cone) Nominal Power(Watts) 21 31 40 54 64 74 83 94 96 Wattage Label 20 30 40 50 60 70 80 90 100 Current @ 120V(A) 0.18 0.26 0.34 0.45 0.53 0.62 0.70 0.78 0.80 Current @ 277V(A) -• 0.12 0.15 0.21 0,24 0.28 0,31 0.35 0.35 Current @ 347V(A) -- 0.10 0.13 0.16 0.19 0.22 0.24 0.28 0.28 Current @ 480V(A) -- 0..07 0.09 0.13 0.14 0..17 0.18 0,21 021 Optics 4000K 2,784 3,896 5,065 6,493 7,547 8,446 9,241 9,994 10,015 Lumens per Watt 133 126 127 120 118 114 111 106 104 BUG Rating B1-UO-G1 B1-UO-G2 B1-UO-G2 B1-UO-G3 B1-UO-G3 B1-UO-G3 B2-UO-G3 B2-UO-G3 B2-UO-G3 SL3 - 3000K 2,535 3,548 4,612 5,913 6,873 7,692 8,416 9,102 9,120 Lumens per Watt 121 114 115 110 107 104 101 97 95 BUG Rating B1-U0-G1 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G3 B1-UO-G3 B1-UO-G3 B2-UO-G3 B2-UO-G3 4000K 2,320 3,247 4,219 5,410 6,288 7,037 7,699 8,326 8,344 Lumens per Watt 110 105 105 100 98 95 93 89 87 BUG Rating B1-U3-Gl B1-U3-G2 B1-U3-G2 B7-U3-G2 B1-U3-G3 B1-U4-G3 B1-U4-G3 B1-U4-G3 B1-U4-G3 SL3-A 3000K 2,112 2,956 3,642 4,926 5,726 6,408 7,011 7,583 7,599 Lumens per Watt 101 95 96 91 89 87 84 81 79 BUG Rating B1-U3-G1 B1-U3-G2 B1-U3-G2 B1-U3-G2 B1-U3-G3 B1-U4-G3 B1-U4-G3 B1-U4-G3 B1-U4-G3 4000K 2,608 3,651 4,746 6,085 7,073 7,915 8,660 9,365 9,385 Lumens per Watt 124 118 119 113 111 107 104 100 98 BUG Rating B1-U2-G2 B1-U3-G2 B1-U3-G2 B1-U3-G3 B1-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 SL3-CL 3000K 2,375 3,325 4,322 5,542 6,441 7,206 7,886 8,529 8,546 Lumens per Watt 113 107 108 103 101 97 95 91 89 BUG Rating B1-U2-G2 B1-U3-G2 B1-U3-G2 B1-U3-G3 B1-U3-G3 B1-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 4000K 2,527 3,535 4,597 5,893 6,849 7,665 8,387 9,070 9,090 Lumens per Watt 120 114 115 109 107 104 101 96 95 BUG Rating B1-U3-G2 B1-U3-G2 B1-U3-G2 B1-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 SL3-TL 3000K 2,300 3,220 4,186 5,366 6,239 6,981 7,639 6,261 8,278 Lumens per Watt 110 104 105 99 97 94 92 88 86 BUG Rating B1-U3-G2 B1-U3-G2 B1-U3-G2 B1-U3-G3 B1-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 4000K 2,344 3,282 4,265 5,470 6,359 7,114 7,784 8,419 8,437 Lumens per Watt 112 106 107 101 99 96 94 90 88 BUG Rating B1-U3-G2 B1-U3-G3 B1-U3-G3 B1-U4-G3 B1-U4-G4 B2-U4-G4 B2-U4-G4 B2-U4-G4 B2-U4-G4 SL3-FP 3000K 2,136 2,969 3,885 4,960 5,790 6,479 7,089 7,667 7,683 Lumens per Watt 102 96 97 92 90 88 85 82 80 BUG Rating B1-U3-G2 B1-U3-G3 B1-U3-G3 B1-U3-G3 B1-U4-G3 B2-U4-G4 B2-U4-G4 132-1.14-134 B2-U4-G4 4000K 2,305 3,226 4,194 5,376 6,250 6,994 7,652 8,276 8,293 Lumens per Watt 110 104 105 100 98 95 92 88 86 BUG Rating BO-UO-G1 BO-UO-GI B1-UO-G2 B1-UO-G2 B1-UO-G2 BI-UO-G2 B1-UO-G2 BI-UO-G2 B1-UO-G2 SL3-HSS 3000K 2,099 2,936 3,820 4,896 5,692 6,369 6,969 7,537 7,552 Lumens per Watt 100 95 96 91 89 86 84 BO 79 BUG Rating 60-UO-G1 BO-UO-G1 B0-U0-G1 I B1-UO-G2 B1-UO-G2 B1-UO-G2 I B1-UO-G2 B1-UO-G2 B1-UO-G2 NOTE:*Photometric data is reported for lower hemisphere only f) COOPED PS506054EN page Lighting Solutions December 6,2021 8:24 AM Streetworks 1 Traditionaire Power and Lumens(Standard Configuration-No Lenses or Bird Cone) Light Engine PAl-2.0 ® PAI-40 PA1-5 1 -,5r i I `f t Nominal Power(Watts) 21 31 40 54 64 74 83 94 96 Wattage Label 20 30 40 50 60 70 80 90 100 Current @ 120V(A) 0.18 0.26 0.34 0.45 0.53 0.62 0.70 0.78 0.80 Current @ 277V(A) 0.12 0.15 0.21 0.24 0.28 0.31 0.35 0.35 Current @ 347V(A) 0.10 0.13 0.16 0.19 0.22 0.24 0.28 0.28 Current @ 480V(A) 0.07 0.09 0.13 0.14 0.17 0.18 0.21 0.21 Optics 4000K 2,853 1 3,992 5,190 6,653 7,733 8,654 9,469 10,241 10,262 Lumens per Watt 136 129 130 123 121 117 114 109 107 BUG Rating B1-UO-G1 B1-UO-G2 B1-UO-G2 B1-UO-G2 B2-UO-G2 B2-UO-G3 B2-UO-G3 B2-UO-G3 B2-UO-G3 T3 3000K 2,598 3,636 4,726 6,059 7,043 7,882 8,624 9,326 9,345 Lumens per Watt 124 117 118 112 110 107 104 99 97 BUG Rating B1-UO-G1 B7-UO-G1 B1-UO-G2 B1-UO-G2 B1-UO-G2 B2-UO-G2 B2-UO-G3 B2-UO-G3 B2-UO-G3 4000K 2,425 3,395 4,413 5,657 6,577 7,359 8,052 8,709 8,727 Lumens per Watt 115 110 110 105 103 99 97 93 91 BUG Rating B1-U3-G1 B1-U3-G2 B1-U3-G2 B1-U3-G2 B1-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 T3-A 3000K 2,209 3,091 4,019 5,152 5,989 6,702 7,332 7,931 7,947 Lumens per Watt 105 100 100 95 94 91 88 84 83 BUG Rating B1-U3-G1 B1-U3-G2 B1-U3-G2 B1-U3-G2 B2-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 4000K 2,695 3,773 4,905 6,288 7,309 8,179 8,949 9,679 9,698 Lumens per Watt 128 122 123 116 114 111 108 103 101 BUG Rating B1-U2-G2 B1-U3-G2 B1-U3-G2 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 T3-CL 3000K 2,455 3,435 4,467 5,726 6,656 7,448 8,150 6,815 8,932 Lumens per Watt 117 111 112 106 104 101 98 94 92 BUG Rating B1-U2-G1 B1-U3-G2 B1-U3-G2 B1-U3-G2 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 4000K 2,616 3,661 4,760 6,102 7,093 7,937 8,685 9,392 9,413 Lumens per Watt 125 118 119 113 111 107 105 100 98 BUG Rating B1-U3-G2 B1-U3-G2 B1-U3-G2 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 T3-TL - 3000K 2,382 3,334 4,335 5,558 6,459 7,229 7,909 8,554 8,572 Lumens per Watt 113 108 108 103 101 98 95 91 89 BUG Rating B1-U3-G1 B1-U3-G2 B1-U3-G2 B1-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 4000K 2,430 3,401 4,420 5,668 6,588 1 7,372 8,066 8,723 8,742 Lumens per Watt 116 110 111 105 103 100 97 93 91 BUG Rating B1-U3-G2 B1-U3-G3 B1-U3-G3 B1-U4-G3 B2-U4-G3 B2-U4-G4 B2-U4-G4 B2-U4-G4 B2-U4-G4 T3-FP - 3000K 2,213 3,097 4,026 5,161 5,999 6,714 7,345 7,945 7,961 Lumens per Watt 105 100 101 96 94 91 88 85 83 BUG Rating B1-U3-G2 B1-U3-G3 B1-U3-G3 B1-U4-G3 B2-U4-G3 B2-U4-G4 B2-U4-G4 B2-U4-G4 B2-U4-G4 4000K 2,126 2,976 3,869 4,959 5,765 6,451 7,059 7,634 7,650 Lumens per Watt 101 96 97 92 90 87 85 81 80 BUG Rating BO-UO-G1 BO-UO-G1 B0-U0-G1 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 T3-HSS 3000K 1,973 2,710 3,523 4,517 5,250 5,875 6,428 6,952 6,967 Lumens per Watt 94 87 88 84 82 79 77 74 73 BUG Rating BO-UO-G1 BO-UO-G1 BO-UO-G1 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 NOTE:°Photometric data is reported for lower hemisphere only COOPERPS506054EN pages Lighting Solutions December 6,2021 8:24 AM Streetworks 1 Traditionaire Power and Lumens(Standard Configuration-No Lenses or Bird Cone) r r , Light Engine PAl-20 PAI-30 PAI-40 PAl-5Nominal Power(Watts) 21 31 40 54 64 74 83 94 96 Wattage Label 20 30 40 50 60 70 BO 90 100 Current @ 120V(A) 0.18 0.26 0.34 0.45 0.53 0.62 0.70 0.78 0..80 Current @ 277V(A) -• 0.12 0.15 0.21 0.24 0,28 0.31 0.35 0.35 Current @ 347V(A) 0.10 0.13 0.16 0.19 0.22 0.24 0.28 0.28 Current @ 480V(A) -• 0,07 0.09 0.13 0.14 0.17 0.18 0.21 0.21 Optics 4000K 2,856 3,997 5,196 6,660 7,742 8,664 9,480 10,253 10,274 Lumens per Watt 136 129 130 123 121 117 114 109 107 BUG Rating B1-UO-G1 B1-UO-G2 B1-UO-G2 B1-UO-G2 B2-UO-G3 B2-UO-G3 B2-UO-G3 B2-UO-G3 B2-U0-G3 T4W 3000K 2,601 3,640 4,732 6,066 7,051 7,891 8,634 9,337 9,356 Lumens per Watt 124 117 118 112 110 107 104 99 97 BUG Rating B1-UO-G1 B1-UO-G2 B1-UO-G2 B1-UO-G2 B2-UO-G2 B2-UO-G3 B2-UO-G3 B2-UO-G3 B2-UO-G3 4000K 2,388 3,343 4,346 5,572 6,476 7,247 7,929 8,576 8,594 Lumens per Watt 114 108 109 103 101 98 96 91 90 BUG Rating B1-U3-G2 B1-U3-G2 B1-U3-G2 B1-U3-G3 B1-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 T4W-A 3000K 2,175 3,044 3,958 5,073 5,699 6,600 7,221 7,809 7,827 Lumens per Watt 104 98 99 94 92 89 87 83 82 BUG Rating B1-U3-G1 B1-U3-G2 B1-U3-G2 B1-U3-G2 B1-U3-G3 B1-U4-G3 B1-U4-G3 B1-U4-G3 B1-U4-G3 4000K 2,684 3,758 4,885 6,262 7,280 8,145 7,913 9,639 9,660 Lumens per Watt 128 121 122 116 114 110 95 103 101 BUG Rating B7-U3-G2 I B1-U3-G2 B1-U3-G2 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 T4W-CL 3000K 2,445 3,422 4,449 5,703 6,629 7,418 8,118 8,779 8,797 Lumens per Watt 116 110 111 106 104 100 98 93 92 BUG Rating B1-U2-G2 B7-U3-G2 B1-U3-G2 B1-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 4000K 2,595 3,631 4,721 6,053 7,036 7,873 8,615 9,316 9,336 Lumens per Watt 124 117 118 112 110 106 104 99 97 BUG Rating B1-U3-G2 B1-U3-G2 B1-U3-G2 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 T4W-TL 3000K 2,363 3,306 4,300 5,513 6,407 7,170 7,845 8,485 8,502 Lumens per Watt 113 107 108 102 100 97 95 90 89 BUG Rating B1-U3-G2 B1-U3-G2 B1-U3-G2 B1-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 B2-U3-G3 4000K 2,414 3,377 4,391 5,629 6,542 7,322 8,012 8,663 8,683 Lumens per Watt 115 109 110 104 102 99 97 92 90 BUG Rating B1-U3-G2 B1-U3-G3 B1-U3-G3 B1-U4-G3 B2-U4-G4 B2-U4-G4 B2-U4-G4 B2-U4-G4 B2-U4-G4 T4W-FP 3000K 2,197 3,076 3,999 5,126 5,958 6,667 7,296 7,890 7,907 Lumens per Watt 105 99 100 95 93 90 BB 84 82 BUG Rating B1-U3-G2 B1-U3-G3 B1-U3-G3 B1-U4-G3 B2-U4-G3 B2-U4-G4 B2-U4-G4 B2-U4-G4 B2-U4-G4 4000K 2,092 2,928 3,606 4,879 5,671 6,347 6,944 7,510 7,525 Lumens per Watt 100 94 95 90 89 86 84 BO 78 BUG Rating B0-U0-G1 BO-UO-G1 BO-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-U0-G2 T4W-HSS 3000K 1,905 2,666 3,466 4,443 5,165 5,780 6,324 6,840 6,854 Lumens per Watt 91 86 87 82 81 78 76 73 71 BUG Rating BO-UO-G1 BO-UO-G1 BO-UO-G1 B1-UO-G2 I B1-U0-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 B1-UO-G2 NOTE:"Photometric data is reported for lower hemisphere only. COOPERPS506054EN page 6 Lighting Solutions December 6,2021 8:24 AM 1 Traditionaire Power and Lumens(Standard Configuration-No Lenses or Bird Cone) Light Engine� FIAI-20a a :r r PAI 100 Nominal Power(Watts) 21 31 40 54 64 74 83 94 96 Wattage Label 20 30 40 50 60 70 80 90 100 Current @ 120V(A) 0.18 0.26 0.34 0.45 0.53 0.62 0.70 0,78 0.80 Current @ 277V(A) -- 0.12 0.15 0.21 0.24 0.28 0.31 0.35 0.35 Current @ 347V(A) -- 0.10 0.13 0.16 0.19 0..22 0.24 0.28 0.26 Current @ 480V(A) -- 0.07 0.09 0.13 0.14 0.17 0.18 0.21 0.21 Optics 4000K 2;971 4,156 5,405 6,929 8,055 9,014 9,862 10,666 10,686 Lumens per Watt 141 134 135 128 126 122 119 113 111 BUG Rating B2-UO-G1 B3-UO-G1 B3-UO-G2 B3-UO-G2 B3-UO-G2 B4-UO-G2 B4-UO-G2 B4-UO-G3 B4-UO-G3 5WQ SOOOK 2,706 3,787 4,923 6,310 7,335 8,209 8,982 9,714 9,734 Lumens per Watt 129 122 123 117 115 111 108 103 101 BUG Rating B2-UO-G1 B3-UO-G1 B3-UO-G2 B3-UO-G2 B3-UO-G2 B3-UO-G2 B4-UO-G2 B4-UO-G2 B4-UO-G2 4000K 2,480 3,471 4,513 5,786 6,726 7,525 8,235 8,905 8,924 Lumens per Watt 118 112 113 107 105 102 99 95 93 BUG Rating B1-U3-G1 B1-U3-G2 82-0-132 B2-U3-G2 B2-U4-G2 B2-U4-G3 B2-U4-G3 B2-U4-G3 B2-U4-G3 5WQ-A 3000K 2,259 3,161 4,110 5,269 6,125 6,853 7,499 8,110 8,126 Lumens per Watt 108 102 103 98 96 93 90 86 85 BUG Rating Bl-U3-G1 B1-U3-G2 B2-U3-G2 B2-U3-G2 B2-U3-G2 B2-U4-G2 B2-U4-G3 B2-U4-G3 B2-U4-G3 4000K 2,854 3,995 5,192 6,658 7,739 8,660 9,475 10,248 10,269 Lumens per Watt 136 129 130 123 121 117 114 109 107 BUG Rating B2-U3-G2 B3-U3-G2 B3-U3-G2 B3-U3-G3 B3-U3-G3 B3-U3-G3 B4-U3-G3 B4-U3-G3 B4-U3-G3 5WQ-CL 3000K 2,599 3,639 4,730 6,063 7,048 7,886 8,630 9,333 9,352 Lumens per Watt 124 117 118 112 110 107 104 99 97 BUG Rating B2-U3-G1 B3-U3-G2 B3-U3-G2 B3-U3-G2 B3-U3-G3 B3-U3-G3 B3-U3-G3 B3-U3-G3 B3-U3-G3 4000K 2,730 3,821 4,967 6,368 7,402 8,283 9,063 9,802 9,823 Lumens per Watt 130 123 124 118 116 112 109 104 102 BUG Rating B2-U3-G2 B3-U3-G2 B3-U3-G2 B3-U3-G3 B3-U3-G3 B3-U3-G3 B3-U3-G3 B4-U3-G3 B4-U3-G3 5WQ-TL 3000K 2,486 3,480 4,524 5,799 6,741 7,544 8,254 8,926 8,945 Lumens per Watt 118 112 113 107 105 102 99 95 93 BUG Rating B2-U3-G2 B2-U3-G2 B3-U3-G2 B3-U3-G3 B3-U3-G3 B3-U3-G3 B3-U3-G3 B3-U3-G3 B3-U3-G3 4000K 2,545 3,563 4,630 5,938 6,901 7,722 8,450 9,140 9,158 Lumens per Watt 121 115 116 110 108 104 102 97 95 BUG Rating B1-U3-G2 B2-U3-G2 B2-U3-G3 B2-U4-G3 B3-U4-G3 B3-U4-G3 B3-U4-G4 B3-U4-G4 B3-U4-G4 5WQ-FP 3000K 2,318 3,245 4,217 5,408 6,285 7,033 7,696 8,322 8,340 Lumens per Watt 110 105 105 100 98 95 93 89 87 BUG Rating B1-U3-G2 B2-U3-G2 B2-U3-G3 B2-U4-G3 B3-U4-G3 B3-U4-G3 B3-1.14-133 B3-U4-G4 B3-U4-G4 NOTE:*Photometric data is reported for lower hemisphere only. (� COOPER PS506054EN page 7 Lighting Solutions December 6,2021 8:24 AM Streetworks UTLD Traditionaire Lumen Maintenance Lumen Multiplier TM-21 Lumen Mainentance I I Ambient Lumen Light Engine Ambient Temperature (60,000 Hours) Temperature Multiplier PA1 Up to 40°C >98% 7>800,000 0°C 1.02 10°C 1.01 FADC Settings Percent of Typical 25°C 1.00 FACIC Position Lumen Output 40°C 0.99 1 25% 50°C 0-97 2 46% 3 55% 4 62% 5 72% 6 77% 7 82% 8 85% 9 90% 10 100% Note:+/-5%typical value Cooper Lighting Solutions ©2021 Cooper Lighting Solutions COOPER 1121 tiee City, GA 30h All Rights Reserved. (fir N K Peachtree Ciry,GA 30269 PS506054EN page 8 P:770-0B6-0800 Specifications and dimensions Lighting Solutions www.cooperlighting com subject to change without notice December 6,20218:24 AM DESCRIPTION L u m a C k Combining value and performance in a unique,patent-pending durable design,the Tracer LED floodlight luminaire delivers superior uniformity and excellent illumination to the targeted application.The rugged, die-cast housing is IP66 rated for exceptional durability and long-term reliability.The Tracer floodlight provides design flexibility for applications such as landscape,accent,facade,or sign lighting. r' SPECIFICATION FEATURES Construction Electrical Finish Heavy-duty,die-cast aluminum LED driver is internally mounted Housing and cast parts finished housing provides durability and for optimal heat sinking. in five-stage super TGIC polyester an IP66 rating to protect against 120-277V 50/60Hz standard powder coat paint,2.5 mil nominal moisture and contaminants.Clear operation.Integral 4kV surge thickness for superior protection tempered glass lens protects optics is standard.0-10V dimming is against fade and wear.Standard and encloses the front cover of the standard with external purple and color is carbon bronze.Additional luminaire. grey leads.Suitable for ambient colors available in summit white, temperatures from-40°C to 40°C. black,and verde green.Consult Optics 90%lumen maintenance greater your lighting representitive at The discrete LED optics provide than 60,000 hours per IESNA Cooper Lighting Solutions for a illumination that has been precisely TM-21. complete selection of standard designed to shape the distribution colors. as spot,medium,or wide.Multiple Mounting lumen packages ranging from Heavy-duty,die-cast aluminum Warranty 550 up to 2,900 lumens.Offered knuckle base utilizes tooth- Five-year warranty. standard in 4000K(+/-275K)CCT lock adjustment with visual 15° and minimum 70 CRI.Optional adjustment indicators that allow for 5000K CCT or 3000K CCT available. precise rotation of the luminaire. Removable,pre-installed standard Knuckle fits 1/2" NPS available symmetric snoot as well included mounting junction box cover and field-replaceable with included (supplied by others)and is secured extended visor for more cut-off with supplied locking nut. applications. DIMENSIONS TCRS / TCRL Tracer Small Tracer Small (Standard symmetric snoot) (Optional extended visor) TRACER 2-718" [76mm] Solid State LED ' 4-314'. [119 m] FLOODLIGHT L L54IM16-11137m ' ] 3.1/2"[163mm] Tracer Large Tracer Large (Standard symmetric snoot) (Optional extended visor) CERTIFICATION DATA UL/cUL Wet Location Listed �,. -., 5-1/2" DesignLights Consortium"Qualified* e [140mm] IP66 Fixture and Optical Chamber LM79/LM80 Compliant f 7 1/4" FCC Class A [184mm] 1.5G Vibration Rated RoHS Compliant _ s — �— ENERGY DATA Electronic LED Driver >0.9 Power Factor LB-7/8"[224mm] [283mm] <20%Total Harmonic Distortion 11-1/8" 120-277V 50/60Hz -40°C Min.Ambient Temperature Rating +40°C Max.Ambient Temperature Rating EPA Effective Projected Area(Sq.Ft.):0.55 SHIPPING DATA Approximate Net Weight: Small fixture=2 lbs.(0.91kgs.) Large fixture=5 lbs.(2 27kgs.) r � (P COOPERf'-� TD506032EN Lighting solutions -www.designlights.org p11FIVre September 30,2019 9:40 AM page 2 TCRS/TCRL TRACER FLOOD POWER AND LUMENS LUMEN MAINTENANCE Light Engine TCRSS TCRSB TCRL15 TCRL20 TCRL26 Ambient TM-21 Lumen Theoretical Power(Watts) 5.0 8.0 12.0 17.6 25.1 Temperature Maintenance L70 (60,000 Hours) (Hours) Input Current @ 120V(A) 0.04 0.07 0.10 0.15 0.22 Up to 40°C 90% 153,000 Input Current @ 277V(A) 0.02 0.03 0.05 0.07 0.10 LUMEN MULTIPLIER Configuration 4000K/5000K Lumens 530 812 1,500 2,039 2,718 Ambient Temperature Lumen Multiplier Spot(20°) 3000K Lumens 512 785 1,450 1,971 2,628 10°C 1.02 4000K/5000K Lumens 552 846 1,630 2,215 2,953 Medium(301 — 15°C 1.01 3000K Lumens 533 818 1,575 2,141 2,854 25°C 1.00 4000K/5000K Lumens 561 860 1,657 2,251 3,002 Wide(50°) 3000K Lumens 542 831 1,602 2,176 2,902 40°C 0.97 ORDERING INFORMATION Sample Number:TCRS5S-WH-7050 Product Family' Light Engine Distribution TCRS=Tracer Flood Small LED TCRS S=Spot TCRL=Tracer Flood Large LED 5=5W,550 Nominal Lumens M=Medium 8=8W,850 Nominal Lumens W=Wide TCRL 15=15W,1,600 Nominal Lumens 20=20W,2,200 Nominal Lumens 26=26W,2,900 Nominal Lumens Options(Add as Suffix)' [blank]=Carbon Bronze(Standard) BK=Black VG=Verde Green WH=White 7030=70 CRI 3000K CCT 7050=70 CRI 5000K CCT NOTES:1.DesignLights Consortium-Qualified.Referto www.designlights,org Qualified Products List under Family Models for details.2.Extended leadtimes apply to any options selected. STOCK ORDERING INFORMATION Stock SKUs Small Large TCRSSS=Tracer Small 5W,550 lumens,Spot Distribution TCRLI5S=Tracer Large 15W,1,600 lumens,Spot Distribution TCRSSM=Tracer Small 5W,550 lumens,Medium Distribution TCRLI5M=Tracer Large 15W,1,600 lumens,Medium Distribution TCRSSW=Tracer Small 5W,550 lumens,Wide Distribution TCRL20M=Tracer Large 20W,2,200 lumens,Medium Distribution TCRSBS=Tracer Small 8W,850 lumens,Spot Distribution TCRL26S=Tracer Large 26W,2,900 lumens,Spot Distribution TCRSBM=Tracer Small 8W,850 lumens,Medium Distribution TCRL26M=Tracer Large 26W,2,900 lumens,Medium Distribution TCRSBW=Tracer Small 8W,850 lumens,Wide Distribution NOTES:Options not available with stock products.Referto standard ordering information to add options.Stock fixture is 4000K,dimming,120-277V,carbon bronze only. Cooper Lighting Solutions 112 1 Highway 74 South COOPER Peachtree City,GA 30269 Specifications and TD506032EN P:770-486-4800 dimensions subject to Lighting Solutions www,cooperlighting com change without notice September 30,2019 9:40 AM FIRST UNIVERSALIST CHURCH OF SOUTHOLD 51970 MAIN ROAD SOUTHOLD, NY Lighting Design Summary and Specifications Original: August 20, 2018 Revised as per Southold Planning Board: November 9, 2020 RECEIVED NOV 1,2 2020 Southold Town Planning Board Prepared by: marshall paetzel LAP:LISCAPE ARCHITECTURE First Universalist Church of Southold Proposed Lighting Plan Lighting Overview The proposed lighting design intends to provide safe levels of night lighting for the members and visitors of the First Universalist Church of Southold. The plan was designed to meet the Town of Southold Code and the egress requirements of the New York State Building Code. Lighting is proposed to create a safe nighttime environment in pedestrian areas, specifically where pedestrian and vehicular activity occurs simultaneously. All pre- existing, non-conforming light fixtures will be replaced or removed. Existing utility pole street,lights are to remain. f Existing Post Lights-2 at entrance (to be removed) ter, 1,'a Existing Sign Up-Lights-2 at entrance (to be removed) Existing Solar Security Light- 1 at shed 9 tY 9 Existing Motion Lights- P 1 at shed, 2 at House (to be removed) Existing Sconce- 1 at Parish (to be removed) 'Mr , 44 Existing Utility Pole Street Lights-2 (to remain) Manufacturers' specification sheets for the proposed fixtures are attached to the end of this narrative. 2 Parkina Area The parking area is proposed to be lit with three�(3) Bega 84120 + (1) Bega 84121 pole lights mounted on Bega 906HR 12' H. post (Figure 1). After careful study of the lighting levels in conjunction with the lighting manufacturer's design department, we believe the proposed layout provides the most efficient and safest lighting, while still maintaining a very low level of light. We believe that the proposed layout provides a safe and energy-efficient night-time environment, while meeting the Town code requirements and Planning Board's lighting guidelines. Image of Fixture A 1 + A2 (Figure 1) Pathway Liahtina Six (6) directional bollard lights made up of Hess Linea LN900S 3'-0" H. (Figure 2) are proposed along the building entrances + pedestrian walkways. The bollard lights are effective lights for narrow pathways. All pathway fixtures will be controlled by an automatic Jimer. Image of Fixture B (Figure 2) - 3 Wall Liahts + Buildina Entrances Three (3) ,Bega 22272 recessed wall lights (Figure 3) are proposed within the freestanding stone wall at the entrance to,the building. The recessed wall lights will illuminate the space around the stone wall. One (1) Bega 55922 recessed ceiling light (Figure 4) is proposed within the overhang, of the south facing entrance. It will provide safety lighting to the ADA accessible entrance to the building. The first floor and basement entrances on the east facing part of the building will be lit with ten (10) Bega 33405 sconces (Figure 5). Two (2) Bega 22215 surface mount lights (Figure 6) will be mounted on the wall of the basement steps. They will provide safety lighting for access to the basement from outside. t 1 7 A Image of Fixture C (Figure 3) Image of Fixture D (Figure 4) Image of Fixture E (Figure 5) Image of Fixture F (Figure 6) 4 Sion Lighting We propose two (2) Sews Styk Exterior Linear sign lights (Figure 7) to illuminate the relocated church sign at the entrance of the parking area. They will illuminate the two sides of the sign directly below it. I i 1 1 Image of Fixture G (Figure 7) Conclusion The proposed lighting design has been updated to respond to the lighting comments in the Town of Southold Planning Department Staff Report dated December 12, 2018. The total proposed lumens have been decreased from 30,972 to 17,765, which has been achieved by finding alternative fixtures that provide a wider spread of illumination. The result takes into consideration all relevant lighting regulations and guidelines and good design principles, including aesthetics and lighting engineering. It is our intent to provide safe lighting using the lowest illuminance levels, least energy, and fewest fixtures possible. 5 AW CONSTRUCTION TRAFFIC MANAGEMENT&SCHEDULE: (� ALL CONTRACTORS AND SUBCONTRACTORS TO KEEP IN MIND THE UP� �� • FOLLOWING: FIRST UNIVERSALIST DI 1.Area speed limits; S CHURCH 2.School safety zones; y3. Locations of residential neighborhoods; O F S O UTH O L D 4. Days/hours of proposed construction activity 51970 Main Road DI -Construction vehicle route shall be along State Route 25.Avoid using Southold, New York AWS Q Ackerly Pond,Tuckers and Hortons Lane. O -Construction activities shall only occur from 7:00 am to 6:00 pm on weekdays and Saturday. EX.GAS LINE —_ UP -No construction activities are permitted on Sundays,year-round or the EXISTING 71 SF ON-GRADE W/L� following holidays: AW WALKWAY TO BE REMOVED -New Year's Day AW o �P Sf -Memorial Day DNE NS • -Independence Day (July 4th) EXISTING 125 SF PORCH+ OSL n_,OL APRON STEPS TO REMAIN �'n- -Labor Day 7 y � -Thanksgiving Day UP PROPOSED 89 SF ON-GRADE W VBG Q -Christmas Day W/L CONCRETE WALKWAY W6V- marshal) poetel LANDSCAPE ARCHITECTURE AW AW-0 DI G.V. �2 4\ ��a NORTH FORK 5175 Route 48 W V \moo. Mattituck,NY 1 1952 HYD.- EXISTING 596 SF ON-GRADE � � `� F LAND N/F OF W.V. WALKWAY TO BE REMOVED UP CLEMENTCHARNEWS 0 EXISTING SIGN ° 0W.V. TO BE REMOVED EXISTING axone: (631) 3115-5000 PROPOSED 123 SF ON-GRADE PARISH HOUSE email: mail@mplastudio.com APRON CONCRETE WALKWAY EXISTING 52 SF PROPOSED FUTURE 94 LF 24"H. LAWN ` PORCH+STEPS TO REMAIN FREESTANDING STONE VENEER WALL �� y PROPOSED 976 SF ON-GRADE ARCHITECT: CONCRETE WALKWAY Peter Marren Architect �P Marren and Newman Architects EXISTING a ��,�\�` � PROPOSED 40 SF EXISTING CONCRETE CURB '�� `` .� �� •�CONCRETE UTILITY PAD CONCRETE CURB EXISTING CONCRETE SIDEWALK- ti� ��/ `�\�` Duane Street NYSDOT ENGINEER TO INSPECT EX.SIDEWALK New York,7) 92-53 o Office: (917) 992 5369 WITHIN RIGHT-OF-WAY TO DETERMINE IF SAW REPLACEMENT WITH 5W.SIDEWALK IS NECESSARY o o �• /�� `��� ��� ENGINEER: SAW 'SGS :: FUTURE `�t� G O PROPOSED 77 SF ON-GRADE EX.GAS cti REMEMBRANCE ` ti9.OS�O h John Condon BUDDS PARK MEMORIAL CONCRETE WALKWAY h OLINE STUB `� GARDEN QRvR� \eA. Condon Engineering, P.C. PROPOSED 41 SF ^� �` ` 1755 Sigsbee Road PROPOSED 36 SF ` MASONRY STOOP �J EXISTING 265 SF SHED Mattituck, NY 11952 MASONRY STOOP KRp UP `��\ LAWN '�TO BE REMOVED Office: (631) 298-1986 54'-10" �• ,, D A T U C K E R S %AW ch��y PLANTING SURVEYOR: -AW --- 3 Kenneth M Woychuk Land Surveying, P.C. L A N E EXISTING 173 SF SHED P.O. Box 153 BEDINOPOSED E(TYP) LAWN TO BE REMOVED Office: (631) 298-15881 PROPOSED PROPOSED 150 SF CHURCH W.VP MASONRY STOOP PROPOSED W.V.o EXISTING SIGN c ASPHALT TO BE RELOCATED o PARKING I LAND N/F OF COVERED SOUTHOLD UNION FREE SS NS c 3 WALKWAY O2 SCHOOL DISTRICT 5 ,� EXISTING W.V I �J Q o 3 PROPOSED 122 SF CELLAR STAIRS EXISTING GATE GUARD RAIL TO REMAIN SITE DATA: Q -it-PROPOSED 8'W. 32.7' PLANTINGA UP PROPOSED MULCH PATH SCTM#: 1000-63-6-6.1 8 6.2 W/L CHURCH o I Lot Area:53,972.09 SF ( or 1.24 acres) �-14'-0" { in PLANTING " Proposed I 68'-10" (2)H.C.SIGN _ � o PROPOSED 65 SF % PROPOSED 32 SF Disturbance Area:43,209 SF for 0.99 acres) MASONRY STOOP a PROPOSED 2157 SF - CONCRETE PAD LAWN ON-GRADE CONCRETE c 3 Y�n FOR 4'X 8'DUMPSTER pl DI WALKWAY Q PLANTING B-0.,\v PROPOSED CH. - PROPOSED4)RELOCATED ASPHALTHC / HC ' SOLID WOOD SCREEN PARKING PROPOSED WITH GATES SIGN LAWN I j BIKE RACK NOTES: LOCATION 4 Q' I PROPOSED FLUSH 1. Base map information based on survey o TRAFFIC STRIPING PROPOSED ASPHALT PROPOSED HANDICAP PROPOSED PROPOSED CONCRETE CURB N 401LF 24"H. PROPOSED o AS REQUIRED BY NYSDOT ACCESSIBLE ROUTE (2)8'X 20'HANDICAP I prepared by Kenneth M Woychuk on 5"SQ.X 4'H. V PARKING AREAS c LU FREESTANDING PARKING SPACES PROPOSED CONCRETE June 15,2016. EXISTING z 12,957 SF TOTAL) ii'� PROPOSED 323 SF STONE VENEER WALL PROPOSED CURBING CONCRETE CURB GRANITE � N Q �WITH 8'X 20'AISLE 2. This drawing is for the HITCHING EXISTING 7235 SF ON-GRADE CONCRETE PROPOSED _ C H.WOOD (ON ASPHALT) PROPOSED 172 SF EXISTING FENCE g purpose of GRAVEL PARKING AREA PROPOSED 95 SF PAVER PAD DRIVEWAY CONCRETE APRONS TO BE REMOVED obtaining permits only. NOT FOR POSTS CONCRETE CURBING TO BE REMOVED CONCRETE APRON _ GATE CONSTRUCTION. PROPOSED DRIVEWAY WAY -- -- - - - - - - - - PROPOSED 138 SF 3 Unauthorized alteration of thisplan Is a �`. `.' +. .'+`-+`+I _ +++`++ 'ISLAND'PLANTING I UT + -+ + + + violation + + + + + + + + +++ + + + AS PER NYSDOT PLAN BY + O on of NYS Education Law. CONDON ENGINEERING,P.C. — 3�0�- _- _ _ _ g EXISTING 184S�F I 4. Old Church coverage is approximate. DATED JULY 6,2020 PROPOSED 276 SF PORCHES+STEEPS 'ISLAND'PLANTING TO REMAIN � PROPOSED I CALCULATIONS I PLANTING � PR P.16 SF O REQUIRED PARKING: REVISIONS EX.GAS LINE ASPHALT PARKING ON-GRADE I CHURCH: 112 SEATS @ 1 SPACE/4 SEATS NS I z PROPOSED TO BE CONCRETE I TOTAL REQ'D:28 SPACES+2 STAFF SPACES DATE DESCRIPTION 3 ASPHALT PARKING RELOCATED 22'-0"��-20'- . Q APPROX.EX.WATER WALKWAY AISLE - TYP. PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING @ 11.06.17 ADD COVERAGE CALCULATIONS, J LINE LOCATION O EXISTING �15'-0" I 2 SPACES/SINGLE-FAMILY DWELLING PARKING CALCULATIONS, � DWELLING PROPOSED FLUSH � EXISTING DWELLING PARKING: 1SINGLE-FAMILY DWELLING @ DIMENSIONS+ADDITIONAL I►—22'-0"—�I d CONCRETE CURB �� I AISLE 2SPACES/SINGLE-FAMILY DWELLING NOTES. I I o PROPOSED -- — TOTAL SPACES REQUIRED: 08.20.18 UPDATE AS PER MEETING WITH \ PROPOSED FLUSH FX Ov�R W vvo 1796 SF GRAVEL — i CONCRETE CURB E�EC�E9 REED PARKING ROP $E I 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES TOWN_ e P 81/40 S:1$60 SF 11.01.20 UPDATED AS PER PLANNING I — LAWN GItASSPAVE2" X f I TOTAL SPACES PROVIDED: DEPT. STAFF REPORT DATED I�--ED 35'-0" PARKING I J 26 SPACES + 6 GRASSPAVE SPACES +2 HANDICAP SPACES=34 TOTAL SPACES DECEMBER 3, 2018. Z \ PROPOSED ——— ) f N *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. - f S e a / INFILTRATION AREA —— N M EXISTING ---- — NP UP� � � � � � � 6'-0"H �NDSC ED � y� 11.5' REQUIRED LANDSCAPED ISLANDS: �O '9A ------------------� ��� \� I CHAINLINK Q- arsh F M FENCE 10 SF PER PARKING SPACE X 34 SPACES=340 SF REQUIRED N O V I'�, 2020 a�/,� j PLANTING ,g 11 —x— 414 SF PROVIDED ti�UC' d0 n LAND NdFOF 'H, 247.04' EXISTING Southold Tow i PROPOSED 4 51750 ROUTE 25 LLC 4'-0"H. Planning Board WIRE MESH FENCE CHAINLINK L E G E N D (WITHIN HEDGE) FENCE 'y PROPERTY LINE NS NO STOPPING SIGN OF854•1�0�� NEW OLD CHURCH FOOTPRINT NP NO PARKING SIGN COVERAGE CALCULATIONS TITLE: Lot Area 53,962 SF EXISTING IMPROVEMENT ss TO BE REMOVED STOP SIGN Allowed Buildable Coverage 10,792 SF or 20% EXISTING LOT COVERAGE _ EXISTING FENCE AW ARROW SIGN DESCRIPTION AREA %LOT COVERAGE TO BE REMOVED SITE PLAN Old Church(Approximate*) 4,400 SF* 8.20/0* PROPOSED HANDICAP KR P RIGHT SIGN Existing Parish House, Porch+Steps 1,182 SF 2.2% ACCESSIBLE ROUTE KEE Existing Dwelling, Porch+Steps 808SF 1.5% O NUMBER OF 10'X 20' UP UTILITY POLE Existing Sheds 438 SF 0.8% PARKING SPACES PER AREA UP W/L UTILITY POLE WITH LIGHT Total Existing Lot Coverage 6,828 SF 12.7% + + + ,+++++ + + j PROPOSED 414 S.F. PROPOSED LOT COVERAGE + + + +++ 'ISLAND' PLANTING BEDS W.V. WATER VALVE 0 10 20 + + + + + DESCRIPTION AREA %LOT COVERAGE z o SL SPEED LIMIT SIGN Dl DRAIN INLET Existing Parish House, Porch+Steps 1,1825F 2.2/0 Scale 1"=20'-0" Existing Dwelling, Porch+Steps 808 SF 1.5% RAWProposed Church 6,767 SF 12.5% DNE DO NOT ENTER SIGN HYD- FIRE HYDRANT s P EAETZB�,RLA Proposed Cellar Stairs 122 SF 0.2% DATE:2017.06.05 L-1REVISED:2017.11.06 Proposed Masonry Stoops 292 SF 0.5% 2018.08.20 G.V. GAS VALVE 20201101 Total Proposed Lot Coverage 9,171 SF 16.9• . . SHEET 1 OF 5 CONSTRUCTION TRAFFIC MANAGEMENT&SCHEDULE: UPC ALL CONTRACTORS AND SUBCONTRACTORS TO KEEP IN MIND THE FOLLOWING: 1.Area speed limits; FIRST UNIVERSALIST pl 2.School safety zones; CHURCH yCj CB(27.0) 3. Locations of residential neighborhoods; SDR 35 PVC PRECAST TRAFFIC _` 4. Days/hours of proposed construction activity OF S O U TH O L D INLET PIPE EARING CONCRETE `'` SEE PLAN FO -Construction vehicle route shall be along State Route 25.Avoid using Ackerly Pond, 51970 Main Road PIPE SIZE DOME OR SLAB TOP DI Southold, New York MAXGRADE Q CB(2s.8) rConstruact on activities eas shall only occur from 7:00 am to 6:00 pm on weekdays and AX TOP OF DRYWELL � y SDR 35 PVC _ SEE PLAN FOR O `�11 SNIo construction activities are permitted on Sundays,year-round or the following OVERFLOW PIPE ❑ ❑ 0 ❑ ❑ ELEVATION) � (281 -- SEE PLAN FOR ❑ ❑ O ❑ UP holidays: BACKFILL 3'-0"MINIMUM -New Years Day PIPE SIZE ❑ ❑ O ❑ 0 AROUND DRYWELL WITH 0 ❑ O ❑ 0 1 1 MEDIUM COARSE ` W/L SEE DRAINAGE CALCULATIONS+STRUCTURE ❑ ❑ Q ❑ ❑ SAND/GRAVEL PRECAST CONCRETE -Memorial Day SCHEDULE FOR DEPTH ❑ ❑ = (28.4)X p Y (July ) STORM DRAIN RING -Independence Da JUI 4th ❑ ❑ 0 ❑ ❑ PROPOSED -Labor Day PRON MASONRY WALKWAY -Thanksgiving Day ❑ ❑ O ❑ ❑ NOTES: EXISTING PORCH+ \ -Christmas Day 1'-0" DRYWELL TO BE INSTALLED UP ' MIN 2'-0" N AS PER STATE AND LOCAL W/L� STEPS TO REMAIN V'� GROUND WATER LINE Drainage Calculations and Structure Schedule marshal) paetel NON-RATEABLE SOIL CODES WV o6-0" � li MIN / ` ,���s Drainage LANDSCAPE Al2CHITECTUI2E MIN CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL / Di B(26.9) \9fF��' �� Structure Size COARSE FILL CLEAN MEDIUM COARSE BACKFILL W.V. EXISTING \`� %, NORTH FORK HYD. GAS LINE / LAND N/F OF Proposed Sanctuary+Parish Hall Roof(6767 sf @ 100%)+ 5175 RoutMattituck, 4 11952 W.V.° UP�d / CLEMENT CHARNEWS Existing Parish(Including Porch)+Steps (1182 sf @ 100%) PRECAST CONCRETE DRYWELL EXISTING EXISTING " phone: (631)209-2410 EXISTING �� 7949SF x 2 rainfall (.167)=1328 Cu.Ft./10 Dia. Drywell (68.42) =19.4 depth req'd (631)315-5000 °W.V• CONCRETE CURB ' ti PORCH+STEPS DW-1 10 Dia x 10 de th email: mail@mplastudio.com 1 q � PARISH HOUSE TO REMAIN p Detail Not to Scale APRON EXISTING CONCRETE SIDEWALK- �� ` �, FFE.31.2 PROPOSED DW-2 10'Dia X 10'depth NYSDOT ENGINEER TO INSPECT EX.SIDEWALK `tel MASONRY WALKWAY ' WITHIN RIGHT-OF-WAY TO DETERMINE IF 20 depth/1368 Cu.Ft.provided REPLACEMENT WITH SW.SIDEWALK IS NECESSARY CO PROPOSED CONCRETE ARCHITECT: UTILITY PAD PROPOSED i'-�\ Proposed 3/4 Parking(9718 sf @ 100%),Proposed Masonry Aprons+Pads(339 sf @ Peter Marren Architect MASONRY WALKWAY / ` EXISTING SEPTIC SYSTEM .Q :`\ 1 DW-1 i MHT,` (28.4) TO BE ABANDONED 100%)+Proposed Masonry Stoops(292 sf @ 100%) Marren and Newman Architects EXISTING �. .`.` \`_ , 177 Duane Street CONCRETE CURB e ;: �. h PROPOSED SEPTIC SYSTEM 10349 SF x 2"rainfall (.167)=1728 Cu.Ft./10'Dia. Drywell (68.42)=25.3'depth req'd New York, NY 10013 PROPOSED 18"X 18" 1 \ - �\ CATCH BASIN OR �� \ CONTROL PANEL ATTACHED DW-3 10'Dia X 10'de th Office: 917 9 p ( ) 92-5369 4"DIA.SCIR 35 PVC TOP OF r - TO PROPOSED CHURCH DW-4 10 Dia x 10 depth 8"TRAFFIC BEARING �� � \ TRENCH DRAIN(SEE 4"SDR 35 PIPE �I \\ \ GT c. �; \ PLAN FOR �� PROPOSED TRAFFIC BEARING ENGINEER: PIPE 2%RAIN.SLOPE DRYWELL CONCRETE SLAB COVER �� \\ SEPTIC SYSTEM FOR EXISTING DW-5 10'Dla X 10'de pth LOCATIONS) (TYPICAL) (IF UNDER DRIVEWAY) <� � �� (?8 (TYP.) ��,( \ �-' - ��' � �� S BUDDS PARK << \ ` 28.75+ r 28.7 PARISH+PROPOSED CHURCH John Condon PROPOSED GAS LINE EX. FUTURE (29) - _ * ` ` PATCH GRADE MEMORIAL h ��` REMEMBRANCE j \ ` � r `} \ /O AS PER SANITARY PLAN BY 30 depth/2053 Cu.Ft.provided AS PER SANITARY PLAN BY GAS LINE CO Condon Engineering, P.C. \ ` ST CONDON ENGINEERING,P.C. CONDON ENGINEERING,P.C. STUB GARDEN I ���` \ s � � __ ___�c� _ 0 � 1755 Sigsbee Road I �``� I\ +28.5 r _ \ �� DATED JANUARY 17,2020; EXIStIn Dwellin I Mattituck, NY 11952 PROPOSED U.G.ELECTRICAL LINE UP �, �`` I `J I r �_ __-��� 2�.7) REVISED OCTOBER 8,2020 g g( ncluding Porch)+Steps(808 sf @ 100%),Proposed GrasspaNe2 27 �`. I I \ u`� ` o Office: (631) 298-1986 O D D D D O AS PER SANITARY PLAN BY „ e r `�\� 28 25 ------- 9\ ti9 �` + Parking(1834 sf @ 8/0), Proposed 1/4 Parking(3239 sf @ 100.0)+ CONDON ENGINEERING,P.C. O O M E D O D 0 2 ' +_- ___ 27.0 `.`�27.6 tib -- 0 TEST BC Proposed Gravel Parking(1796 sf @ 40.9/0) SURVEYOR: �� iCHOLE ` +28.5 ��ii 28. �� O = M = M � D 8'DIAMETER PROJECT LIMITING STAKED e - 28 �Y MH 3 4912 SF x 2 rainfall (.167)=820 Cu.Ft. Required Kenneth M Woychuk Land Surveying, P.C. D r O D O O O PRECAST DRYWELL STRAW BALES WITH i PROPOSED ROOF Infiltration Area: 1400 SF x 9"AV Depth=1050 Cu.Ft.Provided P.O. Box 153 (HEIGHT VARIES) T U C K E R S SILT FENCE(SEE DETAIL 2) 26.9+i , g p O � 0 0 � � O O \ OVERHANG(TYP.) A vebo ue, NY 11931 LANE PROPOSED WATER LINE AS PROPOSED\` FFE:29.0 �� (28 7 PROPOSED DOWNSPOUTS Office: (631) 298-1588 0 � 0 0 � 0 PER SANITARY PLAN BY ; ` L E G E N D O O D O 0 W V o CONDON ENGINEERING,P.C. I CHURCH BY ARCHITECT W.V o I FFE:27.5 i ` \ i' i LP 20`� if 26.5+ ` `, 8.2) a -- PROPERTY LINE 6 27.5+'" LAND N/F OF C VER D --- , r 28 I SOUTHOLD UNION FREE � WALKWAY_-- _--___-- TYPICAL CATCH BASIN + DRYWELL DETAIL PROPOSED PRECAST i F=-_-------- ----- -----+28.75 lr, i ,�-`� SCHOOL DISTRICTS 1 {.� CONCRETEDRYWELL 10, _� +29.0 8.5 r , ,y, f✓ EXISTING W.v o (SEE DETAIL 1) a I , , �P LIP PROJECT LIMITING SILT FENCE Detail Not to Scale MIN. / GUARD RAIL DW-2 If 0' ` t" TC(24.3) \\_ \ IN. _-------- ----- I ? r_j �+ / / SITE DATA: BC(23.8) 136. 5 +27.6 128. E 8 / �\ 6.75+i I a"SDR 35 PIPE I PROPOSED INFILTRATION /AREA ( i l 27J5 H C 6 / a TYP. I r°� i J, 32.7• � � � � � � LP � ,-=�, � ` 27.9+ SCTM#: 1000-63-6- 6.1 & 6.2 - -- L ____-'_- --_z- r _ _; I EXISTING GATE Lot Area:53,972.09 SF or 1.24 acres WaL i \ ----- ------- I r H.C. ;� LP - ,.EP , w -{25)- EXISTING CONTOUR ( ) C - -- -- --- ---- ----- r' _SIGN SIGN �\ . _ $ TO REMAIN Proposed �s;26.5+PROPOSED - 5.3% a.2% TC >__ \ PROPOSED CONTOUR 5 TC(24.3) a eQ Q. o,Z 28 RAMP RAMP 27.9 / `� j PROPOSED Disturbance Area:43,209 SF (or 0.99 acres) ON-GRADE MASONRY - - - + r CONCRETE PAD BC(23.8) WALKWAY BC 27.5 +BC 27.5' 27 5 BC + ,,1r I X(21.0) EXISTING SPOT ELEVATION 18'-0"MAX. C.to C. /7 , / DI DI = o W OG GW �GW GW 27.4+ , .) / FOR DUMPSTER GW GW // , EP , / +21.o PROPOSED SPOT ELEVATION TC(24.2) 26.2+ PROPOSED PROPOSED 24"H. /;�/" �\EP i RELOCATED HANDICAP FREESTANDING WALL HC // HC I i EXISTING SEPTIC SYSTEM G U PROPOSED CLOSED 2S�SIGN TC ACCESSIBLE RADE LL-- PROPOSED TO BE ABANDONED O m LOOP GEOTHERMAL SYSTEM 25.8 ROUTE �i I t o? _ AS PER SANITARY PLAN BY + TC 27.5+ I 27 FLUSH CURB +TC 27.5 4 Q• NOTES: f� 0 CONDON ENGINEERING,P.C. GW ,,� BC+oGW o oGW o PROPOSED , aF, u, w I GW o GW o GW o GW BIKE RACK BC 27.3+ I \�, ( = LL DATED JANUARY 17,2020; n 25.3 I PROPOSED(2)8'X 20'HANDICAP GT , PROPOSED GREASE TRAP 1. Base map information based on survey r O� REVISED OCTOBER 8,2020 50' EXISTING SEPTIC PARKING SPACES WITH 8'X 20'AISLE LOCATION TC 27.8 I `i= ' prepared by Kenneth M Woychuk on _ PROPOSED SYSTEM TO BE CB 27.0 June 15,2016. °° TEMPORARY I � z z ON ASPHALT +RAMP EXISTING 23 9 z I \ ASPHALT ABANDONED PROPOSED 18"SQ. ) 7) I i �` CONCRETE CURB ( 23s)x CONSTRUCTION I % 27 ST ' PROPOSED SEPTIC TANK 2. This drawing is for the purpose of PROPOSED 12"W. TD=24.0 .- ENTRANCE- I N PARKING AREAS N 4"SDR 35 PIPE CB CATCH BASINS(SEE DETAIL 4) CB I �\ g p p PERSPECTIVE VIEW TRENCH DRAIN r.� SEE DETAIL 3 l '� PROPOSED W'W. f '-' obtaining permits only. NOT FOR --- TYP. WIRE FENCING PIPED TO PROPOSED " I I` ( ) 26.5 TRENCH DRAIN 26'5 � I ..-� CONSTRUCTION. GEOTEXTILE -- ------_------ - - ---- -- --- ---------- --- - -----i TIED TO 2"x4"OPENINGS DRYWELL I - I I PROPOSED 18"SQ I LP ; PROPOSED LEACHING PO1OL 3. Unauthorized alteration of this plan is a WIRE FENCE (SEE DETAIL 5) G _ I CATCH BASIN ` ° TD 26.8 I (SEE DETAIL a) - violation of NYS Education Law. 48"FENCE POST -� 8'O.C. - -- - - \ L ----- - I 4. Old Church coverage Is approximate. COMPACTED SOIL - r - ---- - -- � '-� +BC 26.5 � � �� �` E TEXTILE 124.0) N �I `_--J I �� BC 26.7+ EP ' PROPOSED EXPANSION POOL EXISTING TC GRAD BC(23.9) IDW-5 (21 / /DW,3 -----_ I TOPSOIL\ , RELOCATED GAS LINE DW-4 / r / - TO BEBURIED1 STOCKPILE- ' AS PER SANITARY PLAN BY \�-r� j - \�T I I PROPOSED REVISIONS IN GROUND, I AREA CONDON ENGINEERING,P.C. 1 I MH ��; O OSED MANHOLE AS SHOWN I 945 SF 1 I CB=26.1 PROPOSED 1 I-- - DATE DESCRIPTION SLOPE i _ APPROX.EX.WATER I _ 26 1 I i FLUSH CURB I I �I L M 06.29.20 UPDATED AS PER PLANNING Ill-il-I PROPOSED LINE LOCATION _ ?s I EXISTING 1 n, u U VIII ll_ _ - 1 CONSTRUCTION I < Co° PROPOSED CLEAN-OUT DEPT. STAFF REPORT DATED - U.G.ELECTRICAL LINE I--E- - - DWELLING i �2�� \ I�I�IIL- E------- e----r--E =,---- - I / STAGING AREA -II_I III=--III AS PER SANITARY PLAN BY FFE:29.0 1 - o �'' DECEMBER 3, 2018. �- ----T---- II-�1 ;III-I CONDON ENGINEERING,P.C. / ` 24 � 4"SDR I +BC 26.4 � 2080 SF �C 26.5+ u:a � N - - NOTE: $---PRUOPOSED ?� I I-I 91.01.20 UPDATE AS PER CONDON 2" MAXIMUM DRAINAGE AREA / / ' VERH�ND 35 PIPE I - .� ry M ACRE / 100 LINEAR FEET / // FLSH CURB Ex.00PLWhRECra (n,P) 1 I N Gw PROPOSED GEOTHERMAL'WELL ENGINEERING, P.C. UPDATED \ SANITARYPLAN. 24. E�EGtgEgUR1EN i i i ; �. i �j/ \�i I a =s c� SILT FENCE / j / /// /// i PROPOSED I l aodosED" � ------- -16 i a GRAVEL 1 I / .R/i. '\.2 PROPOSED SEPTIC / / . / i S a n 1 PARKING 1 ' 'I' u PARKII G f 2 �/ // 3 jy 1 SYSTEM PIPING Detail Not to Scale / '/ ' / '/ �; SA S, I> I W i , / //� � / / c, � i �� PROPOSED IB"SQ• 1 ��,�x �{ N z j /+225// /- // // 5��j/ ST '� �P _�0 EP) CATCH BASIN l i'" u p EXISTING - E PROPOSED ELECTRIC LINE S e a I UP /� / / 23 i //��S ui r:�G- - (SEE DETAIL 4) I X r - - =� ' 5� FENCE ��DSCgA !// // / / J `V x 4 11. I 2466:2 arsha y MH N 26 2 111111 HIII,if.1 `° X PROPOSED GAS LINE �<v -� d �O X(24.4) X 4 4 ^ G 1111111' PROPOSED INFILTRATION AREA a°so w PROPOSED VENT TO ROOF LAND N/F OF 247.04' m n e 1400 S.F.X 9"AVG.DEPTH CAPACITY- WITH CARBON FILTER 51750 ROUTE 25 LLC PROPOSED TRAFFIC BEARING CONCRETE _ SEPTIC SYSTEM FOR EXISTING DWELLING WASHOUT AREA-115 SF -'"- PROPOSED WATER LINE 1050 CU.FT. PROPOSED SEPTIC SYSTEM * ` AS PER SANITARY PLAN BY CONDON ENGINEERING,P.C. A CONTROL PANEL ATTACKED DATED JANUARY 17,2020;REVISED OCTOBER 8, TEST HOLE DATA001854-" �- CAST IRON FRAME+GRATE l D TO EXISTING DWELLBING D ���������� (TEST HOLE DUG BYSLACKE TEST BORING,INC DW 11 PROPOSED DRYWELL ,9r 018 5 4 OQ' < 6"X 6"W4/W4 W.W.M. D _� ����� ON APRIL 18,2018-BASED ON BT#1) ���_i (SEE DETAILS la + lb) FOF NE�� M 'MIN 3„ 18„ 3„ �� ��Q 0.0' BUT SUFFICIENT TC KEEP 12"&18" FINETOMEDIUM ------- PROPOSED DRYWELL PIPING SEDIMENT ON SITE RISERS -14" � A A $M DARK BROWN SOIL- HAY BALE AND/OR CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED AS REQ'D A - - 0 SILTY FINE SAND TITLE: SILT FENCING 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. �' 4' - - - - - 4.0' UP UTILITY POLE FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE "{ 1 SM FINE MEDIUM UP w/L UTILITY POLE WITH LIGHT GRADING O 2„ DARK BROWN rr D ISOMETRIC 4'HOLE FOR SILTY SAND 0 0 = I I VIEW BOLTING FINE TO MEDIUM 6'�, DI DRAIN INLET STO R M W AT E R M O I rr PLAN VIEW B - o SW LIGHT BROWN/ RUST BROWN MANAGEMENT -- -J FINE SAND , o �a 18" I I 18" 2„ 13" 14"SQ. j FINETO COARSE 8'0 HYD. FIRE HYDRANT D C,O 14"SQ. I I $W RUST/PALE BROWN D o , ,-07 1 SAND 10.0' BC BOTTOM OF CURB CONTROL PLAN A OVERSIZED HOLES CAST IN WALLS-PIPE TO BE FINE TO COARSE C SECURELY GROUTED IN PLACE BY CONTRACTOR - _ PALE BROWN TC TOP OF CURB _ IN FIELD(PIPE SIZE+LOCATION TO SUIT) -+ SW SAND-SOME CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED COARSE TO HAY BALE ANDlOR /4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. 4" _ 4- _ _ _ -_ _ _ p �•_ �_..� �._ �._ -_� -. �_y �� LARGE GRAVEL CB CATCH BASIN SILT FENCING FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE MEDIUM TO 15'0 U 20 EXISTING GRADE SECTION VIEW PLAN VIEW NOTES: SECTION"A-A" DIMENSION SCHEDULE SECTION"B-B" COARSE PALE $W BROWN SAND- Z ` NOTES: SOME FINE TO TD TRENCH DRAIN A ROAD -GALVANIZED STEEL GRATING ALSO AVAILABLE A=12" THROUGH 48" C=DEPTH AS REQUIRED Scale � =2Q -Q -CONCRETE:4,000 PSI @ 28 DAYS * SMALL GRAVEL " " -CONCRETE TO TEST PSI @ 28 DAYS B=LENGTH AS REQUIRED 4'-0"MINIMUM D=6"OR 8" 22.0' 1 -REINFORCING:AS PER ASTM A-185 6'X 6"W4/W4 W.W.M. -60 GRADE REINFORCEMENT *=OTHER SIZES AVAILABLE AS REQUIRED FINETO MEDIUM -WEIGHTS:CATCH BASIN:645 lbs; RISER WEIGHTS:363lbs/ft DRAWN BY: LIGHT BROWN G.V. GAS VALVE S.PAETZEL,RLA 3 GRAVEL TEMPORARY CONSTRUCTION ENTRANCE 4 PRECAST MANUFACTURING CO. LLC 18" SQUARE CATCH BASIN (or equal} SW SAND-SOME DATE:2018.08.20 5 PRECAST MANUFACTURING CO. LLC TRENCH DRAIN (o: equal) FINE TO LARGE REVISED:2020.08.29 L-2 27.0, 2020.11.01 FACE Plan Not to Scale Detail Not to Scale Detail Not to Scale `N-v WATER VALVE WATER ENCOUNTERED 24.0'BELOW SURSHEET 2 OF 5 CONSTRUCTION TRAFFIC MANAGEMENT&SCHEDULE: u� ALL CONTRACTORS AND SUBCONTRACTORS TO KEEP IN MIND THE FOLLOWING: FIRST UNIVERSALIST / 1.Area speed limits; CHURCH 2.School safety zones; 3. Locations of residential neighborhoods; O F S O U T H O L D 4. Days/hours of proposed construction activity 51970 Main Road -Construction vehicle route shall be along State Route 25.Avoid l using Southold, New York Ackerly Pond,Tuckers and Hortons Lane. C) -Construction activities shall only occur from 7:00 am to 6:00 pm on yUP weekdays and Saturday. W/L -No construction activities are permitted on Sundays,year-round or the following holidays: O HONEY- -New Year's Day LOCUST P O -Memorial Day O -Independence Day (July 4th) Q -Labor Day -Thanksgiving Day UP -Christmas Day W/ PMarshall poetzel 1CMD ` 12 MSO LANDSCAPE ARCHITECTURE NORTH FORK J% 5175 Route 48 LAND NIFOF Mattituck,NY 11952 ,,, + + CLEMENT CHARNEWS 15 CP 5 IGS , EXISTING phone: (631) 209-2410 fax: (631)315-5000 PARISH HOUSE email: mail@mplastudio.com 3 CAH 3CAH LAWN 250 DF + 20 DAF 300 CP 15 GM 7 BNH + ARCHITECT: 5IGS Peter Marren Architect ONEY- 3 CAH cusr 4 Marren and Newman Architects EXISTING . 18 vBL 177 Duane Street EXISTING /: CONCRETE CURBCONCRETE CURB ti-b New York, NY 10013 FUTURE Office: (917) 992-5369 EXISTING ., REMEMBRANCE CONCRETE ��� GARDEN �`� + ENGINEER: SIDEWALK 50 LO 35 CP CHESTNUT© John Condon BUDDS PARK h ` 20 OC PROPOSED Condon Engineering, P.C. MEMORIAL 4 MP ��.. LAWN WALKWAY -_ 1755 Sigsbee Road up 8 MSO ��` EXISTING TREE Mattituck, NY 11952 ' LAWN 15D F 8 ACD _ TO BE REMOVED(TYP.) . Office: (631) 298-1986 T U C K E R S SURVEYOR: 100 CP Kenneth M Woychuk Land Surveying, P.C. L A N E P.O. Box 153 Aquebogue, NY 11931 EXISTING STREET TREE PROPOSED \ Office: (631) 298-1588 TO REMAIN ONEY CHURCH \ PROPOSED (TYP.) Locu / PARKING NIF 86 p120� � COVERED \--_ ® IHONG LAND UTHOLD UNIOOF / WALKWAY 10 IGS OCusT. 6 MP SOSCHOOLDSTRICTSEE � �I + 200 DP - + EXISTING GATE 2 TREES TO REMAINS ITE DATA: 3 CFP �_. TBD ' * I .+ PROPOSED W/ + + �� MULCH WALKWAY SCTM#: 1000- 63-6-6.1 &6.2 _ .. .. .:::..:..: . 20 VBL UP LAWN N PROPOSED Lot Area:53,972.09 SF ( or 1.24 acres) / + DUMPSTER Proposed P 150 CP LOCATION Disturbance Area:43,209 SF (or 0.99 acres) a PROPOSED MP M 1IV —� WALKWAY 3 75 CP 1 V / 5 J + 18 AI 25 SH / -s 6 MP + SIG18 ACD N 75 SH 10 PMM 20 PVS N HC /j HC 12 CP I LAWN 20 PVS 12 AT + 15 EPM / / NOTES: PROPOSED BIKE i a- ® 1. Base map information based on survey w -C � PROPOSED GRANITE RACK LOCATION I prepared by Kenneth M Woychuk on EXISTING Z HITCHING POSTS PROPOSED PROPOSED --�� -- ILOCUST NOV X'2 2020 June 15,2016. PARKING AREA CATCH BASINS © 2. This drawing is for the purpose of CONCRETE CURB PROPOSED (TYP.) obtaining permits only. NOT FOR 200 FGB(HEDGE) Southold g p y TRENCH DRAIN 2 NS ( G ) TOWn I CONSTRUCTION. dr il' P1011101 19 b Z 150 SHING I FIRST UNIVERSALIST CHURCH PLANT SCHEDULE p _-- -_-- _--_ --- - -- 3. Unauthorized alteration of this Ian is a - - - - EXISTING TREE 50 SH \ violation of NYS Education Law. - ------ - To REMAIN - -- - I 4. Old Church coverage is approximate. - -.-- (TYP.) 1 NS QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE s. aP�E 233 FGB(HEDG E Euco PROP SED 2 Trees TBD TBD 2 1/7' 3" ca 1. REVISIONS PARKING Q I - I 1 AR Acer rubrum Red Maple 2 1/7'- 3' cal. 40 PVS �- a DATE DESCRIPTION O — 1 I 4 ARE Aronia melanocarpa Black Chokeberry 3 gal. -- - Z + 85 CP 1 AR EXISTING PROPOSED 18 At Asclepias incarnata Swamp Milkweed 1 gal. a JV 11.01.20 UPDATED AS PER PLANNING PARKING DEPT. STAFF REPORT DATED Q - 3CAH DWELLING I 18 ACS Asclepias syrlaca Common Milkweed 1 gal. -- 20 AT 1 QAI DECEMBER 3, 2018. 32 AT A aAeE 18 ACS PROPOSED - - - Asclepias tuberosa Butterfly Weed 1 gal. = 30 EPM PARKING 26 ACD Aster cordifolius Blue Wood Aster 1 gal. ` 3 1 So PVS 7 BNH Betula nigra 'Heritage' Heritage River Birch 8'- 10' ht. 6 IV 60 SSO oNEY LAWN l I 772 CP Carex pensylvanica Pennsylvania Sedge 1 qt. Q ocus �% - I 12 CAH Clethra alnifolia 'Hummingbird' Sweet Pepperbush 3 gal. o I+ T PR OS i fGRAsP 3 CFP Cornus florida Flowering Dogwood 2"- 2 1/2" cal. �. ? I� 1 CMD Cornus mas Cornelian Che Dogwood 2 1/2 3" cal. '�PROPOSED�'— — - PARKING w Ry g Z ,1 ::::� s e a + _� �RAINGARDENI :� .:. :):,: : } A 200 DP Dennstaedtia punctilobula Hay Scented Fern 1 gal. S P 250 DF Deschampsia flexuosa Wavy Hair Grass 1 gal. - +- - 35 DAF Dryopteris erythrosora Brilliance Autumn Fern 1 gal. ar p 'P + - 45 EPM Echinacea purpurea 'Magnus' Purple Coneflower 1 gal. --- - 4°50 LAND LJ/F OF 247.04 433 FGB Fagus grandifolia American Beech 1"cal. co CD 51750 ROUITE 25 LLC PROPOSED EXISTING 15 GM Geranium maculatum Wild Geranium 1 gal. FENCE CHAINLINK O FENCE 20 IGS Ilex glabra 'Shamrock' Dwarf Inkberry 10 gal. 3 t0 Ilex opaca American Holly 8'- 10 ht. s PLANTING REQUIREMENTS: IRRIGATION REQUIREMENTS: 7 IV Ilex verficillata Winterberry 3'- 4' ht. Sjgr o01 g54" 9 JV Juniperus virginiana Eastern Red Cedar 8'- 10' hit. F OF NES � -CONTRACTOR WILL INCLUDE THE MARK OUT OF PUBLIC+ PRIVATE UTILITIES. -INSTALL 1" COPPER WATER TAP AT WATER MAIN WITH DOUBLE CHECK VALVES AND BLOWOUT SPIGOT 9 LO Ligustrum oirgini Ina Privet 4'- 5' ht. -CONTRACTOR WILL TAG ALL B+B PLANT MATERIAL AND PROVIDE MPLA STUDIO WITH PHOTOGRAPHS OR THE AS REQUIRED BY CODE. LOCATION OF TAGGED MATERIAL FOR INSPECTION. -PROVIDE HUNTER ICC2 CLOCK &WIRELESS RAIN-CLIK FOR SYSTEMS AT OR OVER 10 ZONES, OR HUNTER 1 MV Magnolia virginiana Sweetbay Magnolia 8'- 10' ht. -MPLA STUDIO HAS THE AUTHORITYTO REJECT UNSATISFACTORY PLANT MATERIAL BEFORE OR AFTER DELIVERY. PRO-C FOR SYSTEMS LESS THAN 10 ZONES. 20 MSO Matteuccia struthiopteris Ostrich fern 2 gal. TITLE: -CONTRACTOR WILL REQUEST APPROVAL OF THEIR SCHEDULE TO DELIVER AND INSTALL ALL PLANT MATERIAL, -ALL TURF AREAS SHALL BE IRRIGATED AS COMPLETELY SEPARATE ZONES FROM PLANTING AREAS. 24 MP Morella pensylvanica Northern Bayberry 5 gal. AND NOTIFY MPLA STUDIO OF ANY CHANGES. -TURF AREAS MAY BE IRRIGATED THROUGH A COMBINATION OF ROTARY AND MIST HEADS,SO LONG AS 3 NS Nyssa sylvatica Black Gum 2 1/7'-3'ical. -CONTRACTOR IS RESPONSIBLE TO PLACE ALL PLANT MATERIAL ACCORDING TO PLAN FOR APPROVAL BY MPLA THEY ARE SEPARATE ZONES. 20 OC Osmunda cinnamomea Cinnamon Fern 1 gal. STUDIO BEFORE INSTALLATION. -BED AREAS WITH PLANTINGS LESS THAN 3' HT.SHALL BE IRRIGATED WITH POP UP MIST HEADS. 160 PVS Panicum virgatum'Shenandoah' Switch Grass (red) 2 gal. T -MPLA STUDIO HAS THE AUTHORITY TO MAKE ADJUSTMENTS TO THE LOCATIONS OF PLANT MATERIALS AND -INSTALL ALL POP UP HEADS ON SWING JOINTS OR USING FLEX PIPE FOR ADJUSTABLE HEIGHT AND PLANING I 10 PMM Pycanthemum muticum Mountain Mint 1 gal. REDLINES, WHICH HAVE BEEN LAID OUT FOR APPROVAL. POSITIONING. -CONTRACTOR WILL HAVE SOIL TESTED AND ADD PROPER SOIL AMENDMENTS TO THE BACKFILL SUITABLE TO THE -TREES AND SHRUBS OVER 3' IN HEIGHT SHALL BE IRRIGATED WITH MULTIPLE RINGS OF NETAFIM .4GPH @ 1 QA Quercus alba White Oak 3"- 3 1 Kcal. PLAN PLANT MATERIALS BEING INSTALLED. 12"SPACING . 60 SSO Schizachyrium scoparium'Standing Ovation' Little Bluestem 1 gal. -BEFORE BACKFILLING,THE TOP 2/3 OF ALL WIRE BASKETS AND/OR BURLAP AND SISAL WILL BE REMOVED FROM -HEDGING SHALL BE IRRIGATED WITH AN INSIDE AND OUTSIDE ROW OF NETAFIM .4GPH @12"SPACING. 300 SH Sporobotus heterolepis Prairie Dropseed 1 gal. ' -ALL IRRIGATION MAIN LINES SHALL BE 1-1/2" NSF COMPLIANT POTABLE WATER LINES. 38 VBL Vaccinium angustifolium Lowbush Blueberry 2 gal. THE ROOT BALL+TREES WILL BE STAKED WHEN UNSTABLE OR EXPOSED TO WIND. -ALL PLANT MATERIAL AND LAWN MUST BE WATERED MANUALLY AT THE TIME OF INSTALLATION AND AS NEEDED -ALL IRRIGATION ZONE VALVES AND ZONE FEED LINES SHALL BE 1". LANDSCAPING NOTES: UNTIL THE AUTOMATIC IRRIGATION SYSTEM IS SUFFICIENTLY ADJUSTED. -CONTRACTOR SHALL INSTALL (2) HOSE BIBS WITH NSF PIPING+MOUNTED TO 4X4 RED CEDAR POST IN 1.The use of native,drought tolerant plantings is required in LOCATIONS DETERMINED BY LANDSCAPE ARCHITECT. -CONTRACTOR INSTALLING PLANT MATERIAL AND LAWN IS RESPONSIBLE TO SET THE DURATION AND FREQUENCY -LOCATE CLOCK, VALVE BOXES, HOSE BIBS AND WATER TAP WHERE NOTED ON PLAN OR WHERE landing. L E G E N D OF THE AUTOMATIC IRRIGATION SYSTEM AND ENSURE ADEQUATE COVERAGE. 2. Irrigation is limited to 15 percent of the total parcel area. 0 10 20 -THE CONTRACTOR IS RESPONSIBLE TO ENSURE ALL PLANT MATERIAL UNDER WARRANTY HAS APPROPRIATE APPROVED BY MPLA. N -CONTRACTOR SHALL PROVIDE A LIST OF ALL ZONES AND THEIR LOCATION OF COVERAGE OSITE. 3.Only the use of organic fertilizers is permitted where the water IRRIGATION COVERAGE, DURATION AND FREQUENCY DURING THE GUARANTEE PERIOD WHETHER OR NOT THEY -CONTRACTOR SHALL PROVIDE A'WALK THROUGH' OF THE COMPLETED SYSTEM WITH CLIENT N S MPLA soluble nitrogen is no more than 20%of the total nitrogen in the __ PROPERTY LINE Z ARE MAINTAINING THE PROPERTY AFTER COMPLETION OF PLANTING. mixture. A _ - DURING THE GUARANTEE PERIOD THE CONTRACTOR' IS RESPONSIBLE TO PROVIDE AT NO ADDITIONAL FEE, ANY FOR FINAL APPROVAL. 4. A maximum of 1 Ib.of nitrogen per 1,000 square feet is Scale 1"=20'—O" NECESSARY WINTER PROTECTION WITH BURLAP OR ANTI-DESICCANT SPRAYS TO ENSURE THE SURVIVAL OF PLANT permitted in any one application,with a cumulative application O EXISTING TREE TO REMAIN DRAWN BY: MATERIAL UNDER WARRANTY. of no more than 2 lbs. per 1,000 square feet per year. EXISTING TREE TO BE REMOVED S.PAETZEL,RLA -AT THE COMPLETION OF THE GUARANTEE PERIOD AND AT NO ADDITIONAL COST,THE CONTRACTOR WILL 5.The application of fertilizer products containing nitrogen, DATE:2018.08.20 L_3 REMOVE ALL TREE STAKES, ANY DEAD OR BROKEN BRANCHES AND INSPECT ALL PLANT MATERIAL FOR ANY phosphorus,or potassium is prohibited between November 1 st UP UTILITY POLE REVISED:2020.11.01 PRESENT INSECTS/DISEASES +INFORM MPLA STUDIO IN WRITING, OF THEIR FINDINGS. and April 1St. UP w/L UTILITY POLE WITH LIGHT SHEET 3 OF 5 CONSTRUCTION TRAFFIC MANAGEMENT 8,SCHEDULE: '0? ALL CONTRACTORS AND SUBCONTRACTORS TO KEEP IN MIND THE FOLLOWING: FIRST UNIVERSALIST 1. Area speed limits; ^ 2.School safety zones; CHURCH 3. Locations of residential neighborhoods; O F SO UTH O LD 4. Days/hours of proposed construction activity • S -Construction vehicle route shall be along State Route 25.Avoid using51970 Main Road yAckerly Pond,Tuckers and Hortons Lane. Southold, New York -Construction activities shall only occur from 7:00 am to 6:00 pm on weekdays and Saturday. W//L '-00 'o -No construction activities are permitted on Sundays,year-round or the Q 000 following holidays: PGo 0 00 -New Year's Day O © . 1 b. ".o, b.o1 *.o, o oo -Memorial Day o;01 / -Independence Day (July 4th) b.o o.o, 0.01 b.o1 b.ot O.o b.o1 b.o1 0.01 0 -Labor Day UP 0 on ' 1 b.o b.o2 o3 b.o3 0.03 b.o2 b.o1 b.o, -Thanksgiving Day P \0.01 -Christmas Day W/ 0 o0 'i oo .01 0.02 0. 4 o.o 0.09 b.o7 b.04 0b.01 _ / marshall poetzel 0 0 00 0.01 0.02 0.04 0.09 20 0. 7 0. 0. 8 0.03 10.02 0.01 0.01 0 " / Ji 0.0 LANDSCAPE ARCHITECTURE Go 0 0.01 0.01 0.02 0.05 0.15 0.42 0 b.34 ' 05 OA2 0.o1 0.01 0s2 0.0, NORTH FORK oo u 00 a 00 boo 0.01 0.01 0.02 0.05 0.14. 8 0.57 ' 0.02 002 0.01 0.01 zz 0:0 ` 5175 Route 48 o , b e Q/ b.00 0 oo 0 oo b.ot o.o1 b.02 0. 1b, 401.17 b.oz\0.02 o.02 Mattituck,NY 11952 LIP 00" 'C on 0 00 boo boo boo 0 0o 0.01 0.01 b.02' 0. 4 0.05 6.0 0.04 0.02 o on o. phone: (631)209-2410 000 o Co 000 000 b.00 0 oo b.00 0 oo 0.°1`/Ibc,1 . EXISTING 13 b.13 b.o4 b.o2 fax: (631)315-5000 o on PARISH HOUSE 0.05 email: mail@mplastudio.com 00 bm 0 o0 0 on b.00 boo boo 0 o0 0 no C 0.01 10.01:.b.01 0.36 10.36 0.17 '` 0.03 b.02 LAWN .0 uo 0 00 o on boo 0 00 0 00 0 o0 0 Co 0 oo boo o') 0 a:- Of 6.01 0.01 0. b.25 0.09\.04 0.02 o., p.oz ARCHITECT: b o G' o o0 0 oo 0 0o 0 on 0 oo 0 oo b.00 b.00 b.00 000 nr .R ao o°a b.o1 d.01 d.m b.3i 7 0. b.os,' Q o.o1 ' 1 00 Peter Marren Architect OC 000 0 o C 0 0o 0 o0 0 C 000 0 o0 0 00 b.00 o.00 C C o,) o co boo b.o1 0.01 0.01. 0.02.'.0-o4-b.08 .14 '. 4 .0 .06 0.04X.02 0.01 \ Marren and Newman Architects EXISTING ® 11 0 0 oo o o0 0 oo Co no 'r, �i�rl.o`�`\oo 0 oo b.00 b.00 ', o: m_ ao Gbo=:n nn`b.o, b-ot bm "D.Dt '. 2 '0.D4 w::0.07',bo b. 0.07 .03 a01 .0, 177 Duane Street CONCRETE CURB " New York, NY 10013 0 o 10.01 01.011 10.01 'o on o 0 0 00 0 00 'o oo 0`.\`\o co 0 on 0 00 006 0 00 """Po 00 'OLr=0101 -b01TM0.0 -01 b.02 O.b3.0.07'.016 '.29 '.22 0.10 6.- of o. Office: (917) 992-5369 o.61 /0.01 '.Ot 0.01 0.01 O.Q -0 flf i .01 0.00 b 00 'o oo 0 m �\\o o 00 Oh b_o _''0.01 '.01 '.D1 bm '0.01 10.61 '0.01 4o1'. 0.01 b.0 02 09 63 .94 0.89 0.22 0.07 0.02 0.01 %. 0.01 ' 4.39 0.02 ENGINEER: 0 0.01 0.01 0.02 '.°z,B bt 0.0, 0.01 0.01 0.00 O CO ODO 'O C')\ .01 0.01 .10.01-0.01 0.01 0.01 0.01 101 0.01 0.0, 0.01 0.01 0. 0.3 2.05 '.32 b.o9 o.oa O.01 0. 1 John Condon << FUTURE GARDEN \ 0.01 0.01 B O BUDDS PARK ` Condon Engineering, P.C. MEMORIAL 0.01 0.01 b.o2 O.o3,0.03. 0.03 \��03 0.02 0.01 0.01 0 00 '0 00 b CO 0 00 0. 0.01 0.01 0.02 0.02 OOZ 0,(12 '0.01 0.01 0.02 1 29 .75 22 0.09 0.04 0.0 10.01 bol �. 0.01 - �L A W N 01.01 / 1755 Sigsbee Road 10.01, 0.01 b.oz b.o4/.D6 b. s b.os b.os 10.013 10.012 10.011 o-ot 0 00 'o en o 00 0 on �D�i2 .10.03 O.oa.0.05L.05'10.013 02 ' 0.1 b., 41 0.07 b.oa b.o3 '/�b.o, b.o, Mattituck, NY 11952 U0. , '. 1 0.02 10.03 0U0.14,0. 1 ' 20 b.it 0k! b.02 001 0.01 0 00 0 no 0 C3 E E? �}f .05 .0.11'0.15 '. D 3 0�0 0. 6 0. 6 0.1 903 0 2 01 0.01 0.01 / \ Office: (631) 298-1986 T U C K E R S U.D, O.D2 O.Da o.o9�,26 b.5 0.4 x.20 b. 7\903 0. '' i: : o l 0.33 0 CO 0.01 .43 41 .42 '.20 0.09 .0.02\0.01 '.01 0.01 0.01 \\ j \ SURVEYOR: LANE %\\ Kenneth M Woychuk Land Surveying, P.C. 0.0 0. T 0.01 0.02 0.04 .09 0.01, 0.63 0. 0.10 ,04 0.02 0.0 ,,4.01 0.01 0.01 P.O. Box 153 000 b ' o, 10.0, 10.0, 1001 ni 0.01 noo e6 b: b-07 b.\b.oz b.o2 '0 00' b.o1 b.o1 Aquebogue, NY 11931 LAWN I � 10.01° 0.01 0.01 10.01, 10.012 10.012 .oz'01:01 PROPOSED/ o8�o4 b.03 10.01 0.02 b.01\` .0`�O, 0.01 0.01 Office: (631) 298-1588 CHURCH 0.01 0. O.o1 0.02 10.03 0.o4 . 1 b.\ 0.03 0.04 0.03 b.02 0.0 0.01 O1 0.01 O.o1 ® C 0.0 0. 1 0 �_° 0.10 ' 16 9 r b. 3 0.08 0.05 0.03 b.02 02 0.01 0.01 i^ 61.1 .4 0 1 .1 1.3 6.1 0.18 ' 42 E L 6.t i.1 3.e 4.21.36.1 1.02 0. 0.21 0.09 0.05 0.03 0.0 0.02 1 1 b.01 � I O, 01' 0.02 0.04 0.08 0.22 b59 b.37 1.49 b.19 '.63 0.02 b.02 2.17 0.37 0.13 0.07 0.05 0.03,0.0202 0.0 0.01 ' PROPOSED PARKING 01 .01 0.02 0.03 O.D7 0.16 '.33 0.'37 b.164 0. 0. 002 0. 0.02 0.03 0.19 0.68 9 0.91 0.34 b.16 0.10 b.07 '.05 �0.o4 0.03 0:02 I b.01 0.01 0.02 10.02 0.03 10.05 0.08 '.12 0.1 i 0 0.02 .02 0.01 . 1 .0.02 0. 0. b. 5 b.0 '0' b.05 am .04 06 006 .13 Q.� b.43 0.40 0.31 0.24 0.16 0.12 0.08 0.06 00 0.02 2 SITE DATA: o. 0. 3 0.07 1.59 -i 0.01 0.02 0.03 0.03 b.04 b.66 �O6 0.0 b.o2 0.02 0.o4 b.02 0.01 b.02 b.o4.0. 1. 4 b. O 4 - 0.o5 0.06 0. 8 .13 b.2 b. 5 0. '0.4 0.41 0.30 0.21 0.14 lO.Da-0:05-00 0.02 0.01 LAWN �_., _. .. .. _:. � �- - - - � 63 6 618, 62 0.0 0.03 b.o4 b.o4 O.o6 0.12 0.30 b.1 6 .77 0.39 0.16 b.22 04.9-0.o2 0.49 0.19 008 bo7 b.13 035.0. 0.4 -014 b.o5 003 b.o5 b.12 b.33 6.0 0. 3,407.0.07'',0.10( .16 0.29'0:2 0.81 1.01/'.82 0.58 0.37 0.2 10_ � 7'bI64603 0.02 Lot Area: 53,972.09 SF ( or 1.24 acres) U L - .. . . _ ",,.F Proposed 0.0 0.06 0.05 b.o6 0.07 b.20 1.16 4.82 3.05 0.65 0.50 0.30 020 b.381.89B4.99 1.81 0.34 0.11 0.08 0.19 1.29 4.89 2.49 0.29 0.07 0.044 0.06 b.25 '2.05 4.69 9.57 022 0.08 b.o8 0.12 b.21 85.64 226 I.74 1.15 0.62 1q,'3 '0.1 b.D 05 10.03 0.02 Disturbance Area:43,209 SF (or 0.99 acres) 0.20 .1 0. 0.09 0.15 0.15 0.12 0.46 0.6 1.72 9.08 0.39 0.24 b.17 0 6.0.33.9.03 1.84 .1.o0 b.3o 0.11 :0.08 17 '. , �� 26 v° 19;2.77 4/ 0 3.40 1.95 0.90,0.42 0.06 04 0.02 0.65 PROPOSED WALKWAY zz 01.12 o.n A2 i ^ 0.0 10.09 0.67 94 0.10 02 0.32 0.29 b.19 0.14 b.12 0 2 b.20 b.35 0.45 b.34:0.18 b.10.0.08 .12 '.21 0.30 ',.24 b.13 '.07 0.05 '.06 '0.12 '.23 0.30 HC ©'(343 0 HC ).31 °6 .59-b.63 .67 3.57 2.04 0.97 0.46 .23 0.12 b.07' .04 0.03 Li , 4.17, G /�/j j .- I . CN 1 0.0 0.07 0.25 0.05 0.06 0.09 0.12 b 13 0 2 0.11 0.10 0.10 0.12 0.15 0.16 0.14 0.10 0.0 '0. 10 .12 0.13 �.12 10.10 '.07 0.06 '.O6 0.07 '.o8 0.o9 '.09 0.08 O:QB 1 0.18 .33 '0'6 �2 2.97/321 3.03 1.62 �. 0.47 '0.23 `0.12 0.107;_ 0.03 � `I � SIGN G LAWN ' b.0 .10 0.85 0.86 Oso 10.17 0.10 10.11 0 2 b 12 b.12 10.11 10.10 b.os b.os O.os b.os b.os b.0 `. 0 10.12 �y 14 10.14 '.14 0.12 .09 0.07 006 0.06 O6 0.06 O6 0.07 1 0.18 31 0.56 1.04 1.93 1.78 1.12 62'10.36 0.20 .0.11. b.07�+ 4 0.03 0.17 0.16 1 9 0.16 9 1 0.19 0.23 0.24 0.23 0.19 0.14 0.10 0.08 0.06 0.05 0.05 0.05 0.06 0.08 0.12 0.19 0.29 0. 69 0.84 0.96 0.89 10.65 0.40 �--0:02 0.0 :o I 1. Base map information based on survey 6. b.07 O.oB 0.07 0.09 b.16 0.20 b.25 b.31 0.35 0.34 b.28 0.21 0.15 b.11 0.10 0.10 0.12 0.16 0.24 b.34 0.44 0.49 0.44 0.34 0.23 b.15 10.10 b.07 b.06 0.05 0.o6 0.07 0.10 b.14 b.21 b.32 b.47 0.60 b.65 0.65 b.57 b.43 0.29 0.18 b.12 0.08 b.02 PROPOSED PARKING AREA prepared by Kenneth M Woychuk on 01.01 June 15,2016. EXISTING 0.0 0.04 0.06 10.07 0.10 0.16 0.28 10.44 0.62 0.74 0.70 0.54 0.36 0.23 0.15 0.12 0.12 0.15 0.24 0.40 0.64 0.92 1.06 0.93 0.64 0.39 0.23 0.14 0.09 0.06 0.06 0.06 0.08 10.11 0.17 0.29 0.46 0.68 0.85 0.86 0.75 0.56 0.38 0.25 0.16 x.10 007 I 0.02 CONCRETE CURB 2. This drawing is for the purpose of ` 0.0 0.04 10.05 0.08 0.13 0.23 0.43 0.78 1.28 1.65 1.52 1.04 b.61 b.34 b.20 b.15 b_.14 b.2o b.33 0.62 1.16 1.92 2.33 1.92 1.17 b.62 b.32 0.17 b.11 0.07 b.o6 0.o7 b.os 0.13 0.22 bAo 0.73 1.22 1.66 1.67 1.24 b.77 0.44 0.26 0.15 0.09 0.0 D' 0;0 b.o2 bo, obtaining permits only. NOT FOR Zr - - b. - - - ---- Al �-_ o.oz CONSTRUCTION. 0.03 '0.05 0.09 O.fi5"b:301 (3 61 1.27 2.38 3.23 2.99 1.83 0.91 0.46 0.25 10.17 0.16 0.23 0.41 0 86 1.79 3-22 4.20 3.23 1.81 0.85 0.41 0.21 0.12 0.08 0.07 0.07 0.10 0.,5 0.27 0.54 1.10 2.10 .3.15 3.15 2.15 1.12 0.56 0.29 0.16 009 0.06 0.02 0.01 3.76 Al a.ae`,4.47 , 01.0 3. Unauthorized alteration of this plan is a 0. 0.0 -00509 017 0.34 0.73 1.62 3.21 429 2.46 1.13 0.53 .27,0.18-0.17 0.24 0.45 0.93 2.02 3.72 2.933.75 2.o4 0.94 0.44 0.22 0.13 0.09 '.07 0.08 0.10 0.30 062 1.35 286 2.86 1.35 b.63 0.31 0.16 0.09 b.05 D I-0.0 '. 1 violation of NYS Education Law. "/ ' / , Al 010 l 6.0 0.0 '.05 0.09 0.,60.32 9 1.49 423 3.65 `2.22 1.05 0.50 b.. 1 3 .40 80 1.62 2.88 3.41 2.91 1.65 0.81 0.40 0.20 b.12 0.10 0 0.08 0.1 629 .00 4.00 2.58 1.25 0.59 0.29 0.15 0.08 0.05 X0.0 I b.ot b.01 4. Old Church coverage is approximate. -- 0.26 _ I� 0.24 0.0 Q © d.0 0.0 o4 b.o8 b.14 O 0.52 1.02 9. 9 2.41 220 1.42 0.75 0.40 0.22 0.15 b.14 b.19 .31 57 1.03 ' 02 1.71 ).o8 b.59 b.32 b.17 0.10 b.12 bio b.o9 0.10 14 .45 b.88 1.60 2.33 2.33 1.60 0.88 0.45 b.23 0.13 0.o7 0.04 0.02 b.01 0.01 _ I LAWN °.1s 01.01 F Q 0. 10.0 .04 b.os_10.1,a:19 0.34 0.5§0 89 1.11 1.04 0.75 10.47 0.27 11 0. 4 22 37 0.63 '.o8 1. 1. 2 0.73 b.42 b.24 b.14 b.09 b20 15 0.10 b.o9 ' 12 31 0:52 0-82-1.08 1.08 0.82 b.52 b.30 b.i7--6:-am 004 0.02 1.01 b.o1 'kIC REVISIONS 0.13 PROPOSED PARKING D 02 DATE DESCRIPTION O 0. 1 10.0 0.0 0.05 b.Da 0:13 0.20 0.31, 0.43 0.50 0.48 0.38 0.27 0.18 0.12 0.09 0.09 0.10 _15 23 0.2 0.45 24 0.12 10.09 09 .19 0.29 0.41 10.49 10.49 0.41 0.29 10.19 0.12 0.07 0.04 0.03 0`01 01 0.01 PROPOSED PARKING E 11.01.20 UPDATED AS PER PLANNING 0.09 0.02. d. 1 10.01 10.012 b.o4--b.05o:os �.1 0.1 -oma 10.23 10.201 10.15 b.,, b:os o.0710-°s 01.07 os „ 0.15 EXISTING 0.68 *4-30 0.13 o.os ' 07 ,-z 1s z, 2a 01.23 0.201 b.,s 01.11 b. Io.ot 1 0.01 DEPT. STAFF REPORT DATED 31 t -'` DWELLING 0.06 D.o1 0.01 DECEMBER 3, 2018. 0. 30.0 0.02 0.03 0.04 0:05 0.07 0.09 0.11 0.12 0.12 0.11 0.09 0.07 0.05 0 05 0.04 0.05 .06 07 0.01 2 22 0.10 0.07 06 -D.07 0.09 0.11 0.12 0.12 0.,1 0.09 0.07 0.05 0.03 10.02 0.02 0.01 0.01 -- - .04 Z 0. X0.0 0.01.'602 ,0 02 D:o3, 0.04 0.05 0:06 0.07 0.07 0.06 0.05 0.04 0.04 .03 0.03 0. 3 oa oa 0.0, 0.15 0.1, b.07 004 b. 0.612 D.07 7 Da 003 D. 2 U. 0.01 0.00 0' I 0 00 0. x. 01 0 0 I 0. 0.0 '0.01-0.01' 0.02 02 0.03 b.03 b.o4 0.04 b.o4 Wx 0.o3 b.03 0.03 0.02 0.02 0.02 .02 03 0 oC b uo 0 CC boo boo C o0 0 00 0 00 boo '.o6 b.o5 0.04 0.03 b.03 03 03. 04 0. 03X10/.t 2 0 0. 01 0.0, 0 00 X / \ Q 0.02 0.02,0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.0 01 C 0n 0't '.0 0.01�b.01..0. 1 O:Ot - .- -. -0.02 00 b 00 0 00 'C.00 00 '0 o0 0 o0 0 o0 0 o0 0 oo 0.02 0.03 0.02 0.02 0.02 .0 0 0. ; 0 '. 2 02 0.02. 0:02/QO7 O.d7�.of 0.00, 000 0 C) r -. . . . . . . RSP, SES rs12ASSP4YE PARKING o o 0o o cI 0 P.01-4.0 ;o:o1 b.e,, .bi :0.°1:b.0, \':02 ;01.012'b.°, 'o.oi 'b.oi;`b,oi, o.ot bni.,b.o1 �b.bi oo o;oo b oo 'o o0 00 'a 010 0 00 '0 00 0 an '0 00 0.01 10.011 0.0, 10.01, 0.010 1, 10.01 '10.012 '.a2'o. 'o,�b.ort 01.61`01.011 o 1 0, _0.00' ' 0 00 '0 00 \'i \ , . 01.01.. . . : .u. �..::.; PROPOSED PARKING 0.0 X ' \/ I a bo( ;oro, 10.0,."0.01 0.0,.01.01, 0.01 0.o,.b.ot' b.Di�.10.61.0:07 0.01 .bb,.'o�t 000 oo b bo b oo 0 oo oo '000 0 oo boo 0 oo 0 oo b.o1 b.ot bm b.ot b.o, '0101 .011 10.01 ":o 0.0 d1 '.01-:01 boo I' 0 00 0 01) s e a 1 UP 01.01 I n b b of 10.011 10.011 0.01 .01 o.oi;b.D1 -b.otxyb bi:10:011 "d b.oi;:0.01 r • r,;, `0 001 coo b 010 00 0 00 'o.ee '0 00 boo boo b.o1 b.o1 b.o1 b.°1 b.o1 1 .o .o d1,/0.0 Dalt` '.01 b 011 G tr OC bot 0 0o b co o 001 .o!: Doe 016 000 o r 10.011-16 F011bo b.o1 01 0ro+� 0 0_r`�:0 00 0oa 00n Deo 000 000-000 0.00 oen 000 000-000 0.oe 0001 '0 00' �_10r.otao r r 01001 a;cI 0101 bco � NDS CAT . r _ x !G� uu. u_� 7u.. uuu u u u.,. uu., uuu uw _�..., _�- ci bars ha/jA�y'P o ) boo ono 0 o0 0 oo boo boo o on b no 0 o0 0 on o oo b.00 boo boo boo boo b.00 boo boo b.00 boo boo boo b.00 booboo 0 oo boo boo boo boo boo 0 oo boo boo 0 oo 0 oo 0 oo boo boo boo 0 oo boo 0 oo b.00 0 oo b.00 b.00 b o0 0 0o 0 no C_p r0 LUMINAIRE SCHEDULE rl y SYMBOL QTY TYPE MOUNTING KELVINS LUMENS TOTAL DESCRIPTION k5�x 0e 18 5 4,N OQ� HEIGHT PER LAMP PER LAMP LAMP LUMENS FOF NEW POST LIGHT ON BEGA 906HR 12'-0"H.POST - 3 Al Beg,84120 Pole Light 12'-0" 2700 2,464 7,392 BLACK FINISH-28 W LED TITLE: +44'TO PL(FROM CLOSEST FIXTURE) POST LIGHT ON BEGA 906HR 12'-0"H.POST - 1 A2 Bega 84121 Pole Light 12'-0" 2700 2,297 2,297 BLACK FINISH-28 W LED C / ±40'TO PL(FROM CLOSEST FIXTURE) B Hess Linea LN900S Directional Bollard Light T-0" 2700 479 2 874 BLACK FINISH-11 W LED DIRECTIONAL BOLLARD PATH LIGHT 3'-0"H. 6 NOV 1,2 LIGHTING 2�2� +21'TO PL(FROM CLOSEST FIXTURE) So RECESSED WALL LIGHT±18"ABOVE GRADE uthold 0a n PLAN 3 C Bega 22272 Recessed Wall Light 18" 2700 159 477 BLACK FINISH-6 W LED Planning Board +98'TO PL(FROM CLOSEST FIXTURE) RECESSED CEILING LIGHT 11'-3"H. ® Recessed 1'- L E G E N D 1 D Bega 55922 Rd Ceiling Light 13" 2700 299 299 BRUSHED STAINLESS STEEL-6 W LED ±95'TO PL(FROM CLOSEST FIXTURE) SCONCE LIGHT ON BUILDING FACADE 8'-0"H. PROPERTY LINE 10 E Bega 33405 Sconce Light 8'-0" 2700 189 1,890 BLACK FINISH-6 W LED +14'TO PL(FROM CLOSEST FIXTURE) 0 10 20 SURFACE MOUNT LIGHT 3'-0"H. 2 Bega 22215 Surface Mount Light 3'-0" 2700 172 344 BLACK FINISH-3.0 W LED ® EXISTING TREE TO REMAIN Z +30'TO PL(FROM CLOSEST FIXTURE) A SIGN LIGHT MOUNTED TO SIGN 5'-0"H. Scale �"=20'-0" _ 2 G SEWS Styk Exterior Linear LED Sign Light 5'-0" 2700 1,096 2,192 BLACK FINISH-15 W LED UP UTILITY POLE +12'TO PL(FROM CLOSEST FIXTURE) UP W/L UTILITY POLE WITH LIGHT DRAWN BY: Note:All landscape fixtures(A-G)to be controlled by(2)GLT-900 Landscape Transformer with timer: 17,765 Total S.TA:2018.TZEL,RLA DEVISED:202 1 L-4-4 lights will be set to expire within 30 min.after closing of business or no later than midnight. Lumens Proposed ` -[' 9 o On REVISED:2020.11.01 (12,800 Lumens bo, PROPOSED FOOTCANDLES Max.) SHEET 4 OF 5 J _ T.O. TOWER I ELEV. 52'-0" ---- I` I 1 HEIGHT LIMIT — - -------------------------------------- ELEV. 55'-O" ' r _ GHURGH EAVE HEIGHT i MAY 0 1 2018 Southold Town Planning Board _ FINISHED GRADE 4 ELEV. 0'-0" I ELEVATION A-WEST ELEVATION AT CHURCH FIRST UNIVERSALIST CHURCH OF SOUTHOLD DD PROGRESS NOVEMBER 21, 2017 PETER MARREN ARCHITECT AIA LEED AP pm@marrenandnewman.com SCALE: 1/8" = 1'-0" j� E c E MAY 01 2018 i Southold Town T.070O NER Planning Board ELEV. 52''—O" BUILDING HEIGHT LIMIT 4 ELEV. 55'-0" I _ CHURCH SAVE HEIGHT HH ELEV. 12'-10" _ SUPPORT BLDG EAVE HEIGHT ELEV. al'—O" ol L J FINISHED GRADE 4 -ELEV. 0'-0" I ELEVATION B-SOUTH ELEVATION AT CHURCH FIRST UNIVERSALIST CHURCH OF SOUTHOLD DD PROGRESS 7 NOVEMBER 21, 2017 PETER MARREN ARCHITECT AIA LEED AP pm@marrenandnewman.com SCALE: 1/8" = V-0" i T.O.TOWER - ELEV. 52'-O" BUILDING HEIGHT LIMIT ELEV. 35'-O" - Hj MAY 0 1 2018 TIT Southold Town TM L11 111 Planning Board ----- -------------------- - ------------- - � FINISHED GR,4DE ELEVATION C- NORTH ELEVATION AT CHURCH FIRST UNIVERSALIST CHURCH OF SOUTHOLD DD PROGRESS NOVEMBER 21, 2017 PETER MARREN ARCHITECT AIA LEED AP pm@marrenandnewman.com SCALE: 1/8" = V-0" S.C.T.M.# DISTRICT: 1000 SECTION:63 BLOCK:6 LOT: 6.1 & 6.2 uVWV App UPy Mapy /l CONC CURB TGB 26 9 APRON 80 v'-� p r U P p �11 TCB 8 0 APRON l� CONC CURB I TCB 279 wv WHITE LINE 'G% V _______________________----_--_----__—__ Is DOUBLE YELLOW MAIN ROAD — NYS RT.25 yo / 25J GV TC 151 _____CONC CURB 5 6 TC 264 // BG SAB P-_----- - L_ W'V•-CY-__r, j ______—27 TCB 268 TCB 270 Aao WQ 69"SV' r-um 7ouRr95fiII,_ /2g" gIO6 CO SIDEWALK Is ° 2A MON EL.68 482 44' --28' �' W Ht ASP�c•' \ W SNBNE l^ SIGN ° 160fig£ W 296 IFe I 1` IT, O 2 STY FRM N c; •Z DWELLING N SILL' ry I 0519]0 i' i FTL 312 b I 1 ti SIGN U1 H 1'20• ,.f I � ,7T 14' � I A01-�,6'ryyryS 105"m ROOF OVER DECD r _ igV" W MON 'IA ° `° tvv ILI °d ° ° Q.- ° `\ `\ m 15� o ZOF- •tVg b 18 0' W d c U 122' SJ 1 COy4 P ° d .Gw. ° ° FFLSFPAME W 1V ` �+ `\ ° dONEL 24 4 d I N A ;I, EL 28 2 MON 644' E 08, EL 244 + I I ` f J AUG 202018 J EL 27 7 b t LAND N/F I LAND N/F Southold Town OF OF Planning Board 51750 ROUTE 25 LLC , SOUTHOLD UNION FREE Nr N SCHOOL DISTRICT 5 '�O4•D 4qF, THEWA TER SUPPLY.PULS,DRYNELLS AND CESSPOOL LOCA BONS SHORN ARE FROM FIELD OBSERVARONS AND M DATA OBTAINED FROM OWERE 2Ry M� AREA 53,972 09 SO FT, or 1.24 ACRES ELEVARON DATUM NAVD88 Ogg MLy UNAUWORIZEO A(TERARON M ADORON 70 WIS SURVEY 15 A woww OF SECRON]209 OF WE NEW YORK STA W EOUCARON LAW CaPI£S OF MIS SVRIEY i YAP NOT BEARNG INE LAND SURVEYORS EMBOSSED SEAL SHALL NOT aE CONSIOLRED TD B£A VALID TRUF COPY WMANR£B WDKA)ED HEREON SHALL FUN O ONLY TO DIE PERSON FOR WHOM WE SURVEY IS PREPARED AND ON MS BEHALF TO INC BRE COMPANY OOWWMENTAL AGENCY AND LENDING NSRWRON LISTED HEREON AND 10 WE ASSIGNEES OF WE LENDING INSRWRON GUARANTEES ME NOT TRANSFERABLE THE WARES OR DIMENSIONS SHOWN HEREON FROM WE PROPERTY ONES TO WE SWUCTURES ARE FOR A SPECIFIC PURPOSE AND USE WEREFORE THEY ARE NOT INIENOED TO MONUMENT WE PROPERTY ONES OR TO WOE WE ER£CRON OF FENCES•ADDIRONAL SWUCWRES W AND OWER IMPROVEMENTS EASEMENTS EL 264 AND/OR SUBSURFACE SMUCRURES RECORDED OR UNRECOROW ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON WE PREMISES A T WE WE OF SURVEY SURVEY OF DESCRIBED PROPERTY CERTIFIED TO FIRST UNIVERSALIST CHURCH, 0 WE NAP OF \ FRED \ SWAM AT SOUTHOLD TOWN OF SOUTHOLD KENNETH M WOYCHUK LANB SURVEYING,PLLC SUFFOLK COUNTY,NEW YORK Profeeetonal Land Surveying and Design REVISED 05/22/18 P 0.Boz 153 Agaebegue,New York 11931 FILE F 16-76 ScALE. 1"=20'DATE.JUNE 15, 2016 PHONE(e31)z9e-160a 1"(091)E08-1586 N YS USG NO 050882 m.[eWm g r resew PR mewl R.H. r 6—M K,Pre ` AW uP� �� • FIRST UNIVERSALIST 5 CHURCH y OF SOUTHOLD • DI 51970 Main Road AWp O Southold, New York OP • UP W/L t AW p DNE AW SNS `�f p EXISTING 71 SF ON-GRADE pSL n\O WALKWAY TO REMAIN \ APRON EXISTING 125 SF PORCH+ G. 7, W�CO3STEPS TO REMAIN W'VQ O \�p WdV. marshall poetzel LANDSCAPE ARCHITECTURE AWDl AWo p s� NORTH FORK HAMPTONS 0 W.V G V'O �� 5175 Route 48 PO Box 1397 HYD. EXISTING 596 SF ON-GRADE `� LAND N/F OF Montauk W.V. WALKWAY TO BE REMOVED UP CLEMENTCHARNEWS Mattituck,NY 11952 Amagansett NY 119303 EXISTING SIGN phone: (631)209-2410 oW.V. TO BE REMOVED EXISTING fax: (631) 315-5000 PROPOSED 104 SF ON-GRADE PARISH HOUSE email: mail@mplastudio.com APRON CONCRETE WALKWAY EXISTING 52 SF PROPOSED 82 LF 247'H. \ PORCH+STEPS LAWN , ARCHITECT: FREESTANDING STONE TO REMAIN VENEER WALL / PROPOSED 832 SF ON-GRADE Peter Marren Architect CONCRETE WALKWAY EXISTINGPLANTING PROPOSED 40 SF Marren and Newman Architects q � 177 Duane Street CONCRETE CURB � New York, NY 10013 EXISTING -- CONCRETE UTILITY PAD CONCRETE CURB EXISTING CONCRETE SIDEWALK 30 Office: (917) 992-5369 %AW PROPOSED 77 SF ON-GRADE / p�,p, `\ kO�RG� 4A CONCRETE WALKWAY C115e, / OP ENGINEER: BUDDS PARK PROPOSED 41 SF �c`S REMEMBRANCE P L N T I N G �� tiZ oSG1. 5 John Condon MEMORIAL MASONRY STOOP h O GARDEN QRG�JR 1 Condon Engineering, P.C. EX.GAS LINE STUBPROPOSED 36 SF 1755 Sigsbee Road � KRO �P °' MASONRY STOOP EXISTING 265 SF SHED Mattituck, NY 11952 .� a• LAWN TO BE REMOVED Office: (631) 298-1986 '0 1,8, 54'10" i �� �,� ' EXISTING 173 SF SHED T U C K E R S OAW chURC�� PLANTING TO BE REMOVED SURVEYOR: LANE oAW / ti - - -- - A Kenneth M Woychuk Land Surveying, P.C. P.O. Box 153 y� Aquebogue, NY 11931 PROPOSED LAWN BEDLINE(TYP.) PROPOSED Office: (631) 298-1588 PROPOSED 72 SF CHURCH W.VP MASONRY STOOP j PROPOSED W.V.o EXISTING SIGN v I ASPHALT TO BE RELOCATED ° COVERED PARKING SSp NS WALKWAY O I I � I 0 EXISTING WV o b I PROPOSED 113 SF CELLAR STAIRS EXISTING GATE GUARD RAIL o `�� PROPOSED 126 SF TO REMAIN SITE DATA: c �." OF WINDOW WELLS PROPOSED 8'W. 32.7' a, PLANTING AN MULCH PATH SCTM#: 1000-63-6-6.1 &6.2 UP PROPOSED o Lot Area: 53,972.09 SF or 1.24 acres) 4y/L CHURCH 14'-0" o I 14._0.. Lo W 68•40" g PROPOSED Q PLANTING P PROPOSED 32 SF MASONRY PROPOSED 1941 SF CONCRETE PAD LAWN ON-GRADE CONCRETE _ - � FOR NX 8'DUMPSTER IDI DI WALKWAY PLANTING PROPOSED 6'H. PROPOSED N ASPHALT HC HC / I SOLID WOOD SCREEN - j PARKING WITH GATES _- _ -- LAWN O � � NOTES: 4•Q. PROPOSED FLUSH o RELOCATED SIGN PROPOSED HANDICAP PROPOSED PROPOSED 1. Base map information based on survey PROPOSED ASPHALT 40 LF 2,47H. CONCRETE CURB ACCESSIBLE ROUTE (2)8'X 20'HANDICAP prepared by Kenneth M Woychuk on EXISTING PROPOSED 91 PARKING AREAS c j F ESTANDING PARKING SPACES PROPOSED CONCRETE Z4 !2 PROPOSED 323 S.F. STONE NEER WALL PROPOSED WITH 8'X 20'AISLE CURBING June 15,2016. z (12,957 SF TOTAL) CONCRETE CURB 5"SQ.X 4'H. N a I 2. This drawin is for the purpose EXISTING 7235 SF ON-GRADE CONCRETE 6'H.WOOD EXISTING FENCE g p p se of GRANITE HITCHING PROPOS (ON ASPHALT) PROPOSED 172 S.F. �— GRAVEL PARKING AREA PROPOSED 95 S.F. PAVER PAD - DRIVEWAY CONCRETE APRONS TO BE REMOVED LAND N/F OF obtaining permits only. NOT FOR POSTS CONCR CURBING - --_T-TT rT - �. .T.T.�. - -- � SOUTHOLD UNION FREE CONSTRUCTION. TO BE REMOVED CONCRETE APRON GATE CURB CUT + = = ' I ISLAND'PL NTI S.F. _ _ I SCHOOL DISTRICT 3. Unauthorized alteration of this plan is a EXISTING - _ PROPOSED PLANTING- °- violation of NYS Education Law. LOCATION ++++++++++' *, I 25.0' ++++ + + + + + +'++ ' + ' EXISTING 184 F + + + I 4. Old Church coverage is approximate. TO REMAIN PORCHES+ST - PROPOSED 276 S.F. I Q 'ISLAND'PLANTING TO REMAIN ASPHALT POARKING I CALCULATION S REQUIRED PARKING: PROP.16 SF NS I PROPOSED ON-GRADE O I CHURCH: 112 SEATS @ 1 SPACE/4 SEATS REVISIONS O PLANTING ASPHALT PARKING CONCRETE 22-_0" 20'-0" I TOTAL REQ'D:28 SPACES+2 STAFF SPACES DATE DESCRIPTION WALKWAY AISLE TYP. PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING @ 11.06.17 ADD COVERAGE CALCULATIONS, O DWELLING 15'-0" PROPOSED FLUSH �a 2 SPACES/SINGLE-FAMILY DWELLING ; -(; �.' jl I( PARKING CALCULATIONS, It F �; z - I r �_-; ( C'1 ! { DIMENSIONS+ADDITIONAL Q '_ [-22'-0" I J. CONCRETE CURB �� EXISTING DWELLING PARKING: 1SINGLE-FAMILY DWELLING @ �I� NOTES. 3 AISLE I 2 SPACES/SINGLE-FAMILY DWELLING ' i p PROPOSED2018 « z TOTAL SPACES REQUIRED: ( A I)o 2 a I � 08.20.18 UPDATE AS PER MEETING WITH IFPROPOSED FLUSH IF 1796 1796 SF GRAVEL �� � CONCRETE CURB �XGZR\P�w PARKING ROP SE I 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES I L w�_„__~.. �.� TOWN. E X �ERVIOdS,166a�SF� ' .._S t.?j;oi( To. n I 2 F'iann n, ;,rct ——— _\ <ZASSKPA�/E2 TOTAL SPACES PROVIDED: ------~—-------- �- —— —————————— 1- LAWN SPACES I� 26 SPACES + 6 GRASSPAVE SPACES +2 HANDICAP SPACES=34 TOTAL SPACES Z \ PROPOSED ++ N *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. S e a 1 NP UPO _ INFILTRATION AREA ________-/ N 6' EXISTING iv I 6'-0 H. ----------------- CHAINLINK REQUIRED LANDSCAPED ISLANDS: DSC , PLANTING FENCE 10 SF PER PARKING SPACE X 34 SPACES=340 SF REQUIRED �� RSHALL 414 SF PROVIDED a°so "w D N/F OF 247.04' EXISTING 5175 kOL1TE 25 LLC PROPOSED 4'H. 4' Hr -0” . LEGEND _ { WIRE MESH FENCE CHAINLINK (WITHIN HEDGE) FENCE ——— PROPERTY LINE Ns `P1,�, NO STOPPING SIGN OF New COVERAGE CALCULATIONS OLD CHURCH FOOTPRINT NP NO PARKING SIGN TITLE: Lot Area 53,962 SF — Allowed Buildable Coverage 10,792 SF or 20% EXISTING IMPROVEMENT SS STOP SIGN TO BE REMOVED EXISTING LOT COVERAGE DESCRIPTION AREA %LOT COVERAGE EXISTING FENCE AW ARROW SIGN I TO BE REMOVED SITE PLAN Old Church (Approximate *) 4,400 SF* 8.2% Existing Parish House, Porch+Steps 1,182SF 2.2% PROPOSED HANDICAP KR 1 KEEP RIGHT SIGN Existing Dwelling, Porch+Steps 808 SF 1.5% L ACCESSIBLE ROUTE Existing Sheds 438 SF 0.8% NUMBER OF 10'X 20' UP UTILITY POLE Total Existing Lot Coverage 6,828 SF 12.7% PARKING SPACES PER AREA UP w/L UTILITY POLE WITH LIGHT PROPOSED LOT COVERAGE + + + + + + + + + + PROPOSED 414 S.F. o ++++ ++'++++++ 0 10 20 ++ 'ISLAND' PLANTING V�V WATER VALVE DESCRIPTION AREA LOT COVERAGE + / BEDS Existing Parish House,Porch+Steps 1,182SF 2.2% z j Existing Dwelling, Porch+Steps 808SF 1.5% WW PROPOSED WINDOW WELL DI DRAIN INLET Scale 1"=20'-0" Proposed Church 6,816 SF 12.6% Proposed Cellar Stairs 113 SF 0.2% SL SPEED LIMIT SIGN HYD. FIRE HYDRANT DRAWN BY: S.PAEIZEL,RLA Proposed Masonry Stoops 2155F 0.410 DATE:2017.06.05 Proposed Window Wells 126SF 0.2% 201808..02017.11.06 I DNE DO NOT ENTER SIGN G Total Proposed Lot Coverage 9,260 SF 17.1% GAS VALVE SHEET OF 4 I , ;i i v� UP DI .� . FIRST UNIVERSALIST S c6(27.0) � CHURCH OF SOUTHOLD 51970 Main Road ' c6(zs.a)DI Southold, New York Q UP W/L EXISTING (28.4)X MASONRY WALKWAY PRON TO REMAIN EXISTING PORCH+ G.V.UP STEPS TO REMAIN v'O W/L �I marshall poetzel W'v� - � \ LANDSCAPE ARCHITECTURE CB(26.9) Da� G.V. ��o NORTH FORK HAMPTONS W.V. O ` i ori 5175 Route 48 PO Box 1397 HYD. LAND N/F OF Mattituck,NY 11952 530 Montauk Hwy,#203 CLEMENT CHARNEWS Amagansett,NY 11930 w.v.o Up�p� I phone: (631) 209-2410 EXISTING `�� fax: (631)315-5000 oW•V• PARISH HOUSE email: mail@mplastudio.com APRON ry�O� , FFE:31.2 EXISTING PORCH+STEPS TO REMAIN ARCHITECT: PROPOSED WALKWAY+ PROPOSED Peter Marren Architect STONE WALL �(P ,�-�\ MASONRY WALKWAY Marren and Newman Architects EXISTING DW-1 (28.4) PROPOSED CONCRETE 177 Duane EXISTING CONCRETE CURB /� `�� \ j �'� C\\ UTILITY PAD NewYo k, NY Street 0013 I;-,GT TEST HOLE DATA CONCRETE CURB EXISTING (b %� �` .�� CONCRETE SIDEWALK �`;� I r EXISTING SEPTIC SYSTEM (TEST HOLE DUG BYSLACKE TEST BORING,INC Office: (917) 992-5369 TO BE ABANDONED ON APRIL 18,2018 BASED ON BT#1) ENGINEER: v/ �� FUTURE REMEMBRANCE g BUDDS PARK EX.GAS PROPOSED SEPTIC SYSTEM FOR 0.0 onon John Condon Engineering,(29) EXISTING PARISH+PROPOSED CHURCH FINE TO MEDIUM CdEn iin P.C. MEMORIAL h LINE STUB �� GARDEN ti°� AS PER SANITARY PLAN BY � �� �� CONDON ENGINEERING,P.C. SM DS LTY FINE SANDIL 1755 Sigsbee Road F71 `�� J ST DATED JULY 31,2018 4.0' Mattituck, NY 11952 LUP `�� �(28 7) ` SM FINE TO MEDIUM Office: (631) 298-1986 CID `�`� ,L�1 f1 `�__�� i DARK BROWN J 2s.5+ j BC SILTY SAND T U C K E R S a +27.5 H 1 ° +28.5 FINE TO MEDIUM 6.0, SURVEYOR: 29.0+ 0OLE 28. Kenneth M Woychuk Land Surveying, P.C. PROJECT LIMITING STAKED / ° o 28 \ 3 SW LIGHT BROWN/ \ RUSTP.O.P.O. Box 153 L A N E STRAW BALES WITH BROWN SILT FENCE(SEE DETAIL 2) ' N �2s.7)x � FINE TO COARSE $,0' Office: (631) 298-1588ogue, NY 1 PROPOSED FFE:29.0 \ SW RUST/PALE BROWN CHURCH .\ SAND 10.0' W V o / �� FINE TO COARSE FFE:27.5 ° 8 LP`\) PALE ROWN 8 2) a6�TgBE / SW SAND-SOME W-V° 26.5+ a COVERED 27.5`x+ ��^ I COARSE TO v� WALKWAY ^-' 28 LARGE GRAVEL +29.0 I � � ��, _ I 15.0' y MEDIUM TO COARSE PALE � SOME FINE EXISTING W.V o LP �` i i\ LP \ SW BROWN SAND- GUARDRAIL TC(24.3) �+ SMALL GRAVEL SITE DATA:. 28.5+ BC(23.8) I i �- 22.0 /' ?J_ N FINE TO MEDIUM SCTM#: 1000-63-6-6.1 8�6.2 UP ° N _ _�\ i \ 27.9+ o LIGHT BROWN yy/L .II 32.T v N SAND-SOME i �r__ �� LP I W EXISTING GATE Lot Area: 53,972.09 SF or 1.24 acres) 27 -- - _ _ 1\ El ; ' ;�`� $ TO REMAIN SW FINE O LARGE ( ) 26.5+ -- - PROPOSED GRAVEL 27.0' 28 RAM R N� i \ TC 24.3 cr PROPOSED - - - + +TC --1� �`' `� CONCRETE PAD BC(23.8) �--� BC 27.5 BC 27.5 27,5. BC 27.9 / �\ FOR DUMPSTER ON-GRADE MASONRY / I \L�; I WATER ENCOUNTERED 24.0'BELOW SURFACE DI- WALKWAY / \1 PROPOSED PROPOSED 24"H. �/ 27.4+ •' EP D1 DW-2 i �, L(') 1 / HANDICAP FREESTANDING WALL O / O EP / I 26.2+ N TC(24.2) RELOCATED \� ACCESSIBLE FPROPOS B HC // HC L E G E N D ?S SIGN TC I ROUTE / I NOTES: 2+8 TC 27.5+ 27 TC 27.5 4 Q• H w A +BC 25.3 I PROPOSED(2)8'X 20'HANDICAP BC 27.3+ I -- PROPERTY LINE 1. Base map information based on survey 50' PARKING SPACES WITH 8'X 20'AISLE TC 27.8 I prepared by Kenneth M Woychuk on TD=24.0 - TEMPORARY i \\ PROPOSED \ ^�\ (ON ASPHALT) RAMP CB 27.0 June 15,2016. EXISTING (23 9)X z CONSTRUCTION I ASPHALT 1 DW-3 I tDW-4 i PROPOSED 18"SQ. 27 7) I PROJECT LIMITING SILT FENCE 2. This drawing is for the purpose of CONCRETE CURB (23.9)X ENTRANCE- r' CATCH BASINS PROPOSED 4"W. SEE DETAll3 I PARKING AREAS \._� 1 \�_��' c6 CB obtaining permits only. NOT FOR D NIFF OF TRENCH DRAIN j oN. _ 26.5 TREOPOSED 4 NCH DRAIN 26'5 I SOU7 OND UNION FREE / i CONSTRUCTION. SCHOOL DISTRICT5 ////// PROPOSED INFILTRATION AREA 3. Unauthorized alteration of this plan is a Z - PROPOSED 18"SQ. I // /� ' violation of NYS Education Law. CATCH BASIN 4. Old Church coverage is approximate. EXISTING SEPTIC TD 26.e - I - -25- EXISTING CONTOUR g pp I, 1 25.0' ------f- -�, -----i ?j SYSTEM TO BE I +BC 26.5 BC 26.7+ TC(24.0) N DW s / (27 I 25 PROPOSED CONTOUR 0 BC(23.9) --------1 I ABANDONED I \ TOPSOIL I I X(21.0) EXISTING SPOT ELEVATION REVISIONS Q STOCKPILE AREA I II \ I I +21.0 PROPOSED SPOT ELEVATION DATE DESCRIPTION I 945 S.F. CB=26.1 O I I CONSTRUCTION I ? 26 EXISTING STAGING AREA I EXISTING SEPTIC SYSTEM S i DWELLINPROPOSED 2080S.F, (?jl I I I FLUSH CURB TO BE ABANDONED Ca 24 L--------- -- FFE:29.0 +BC 26.1 PC 26.5+ ,- z GT PROPOSED GREASE TRAP PROPOSED 24.1 FL�SFLCUR� NLP W // / // i , �, RASS AVEC, I ST PROPOSED SEPTIC TANK - '/ /// i ?s a ; `� PROPOSED �RKI )ST 3 / / / / /// , I GRAVEL I { S _ S 8 / 2I % PARKING ,SFAS I W �(� __�._._ I t �� Z �� +22.5 / // /// //+ 2.5// / N CB \\� �� I A EXISTING I; .i# LP 11 PROPOSED LEACHING POOL // / io M 25.7 EP - - -- - - - - CHAINLINKI`I �� UP //�// ' ////L131/// I//(?S� N `. .' 26.5+ + 2 .4 11.5 FENCE i / \\ +DH CgpFy X(24.a) 24 26.2 I ' EP PROPOSED EXPANSION POOL 4 4 X I Pi 'B:?:rd �� PROPOSED 18'SQ. 51750 4°50 "W 247.04' LAD N/F OF -?)' m ' PROPOSED INFILTRATION AREA ROUTE 25 LLC PROPOSED SEPTIC SYSTEM FOR PROPOSED 18"SQ. PROPOSED SEPTIC � 1400 S.F.X 9"AVG.DEPTH CAPACITY- CATCH BASIN EXISTING DWELLING CATCH BASIN ------- SYSTEM PIPING 4 1 I .� AS PER SANITARY PLAN 18'-0"MAX. C.to C. 1050 CU.FT. BY CONDON ENGINEERING,P.C. Drainage Calculations and Structure Schedule o DATED JULY 31,2018 Drainage �w-1) PROPOSED DRYWELL �9f 0185 Size Top of Drywell Elevation \--, E OF hE�=`' U j Structure Z SDR 35 PVC DE _ _ Z Q m 5 'MIN. WW PROPOSED WINDOW WELL PRECAST TRAFFIC f 1 _ BUT SUFFICIENT TO KEEP o TITLE: INLET PIPE FARING CONCRETE / ) r f ' ' U_ W SEDIMENT ON SITE Proposed Sanctuary+Parish Hall Roof(6816 sf @ 100%)+ SEE PLAN FO DOME OR SLAB TOP w HAY BALE AND/OR GRADING + PIPE SIZE � ` � C NSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED Existing Parish(Including Porch)+Steps (1182 sf @ 100.0) UP UTILITY POLE 10 9 �F --�- � SILT FENCING 3%4'STONE BLEND OR N.Y,STATE D.O.T.APPROVED R.C.A. „ � GRADE O� FILLTO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE 7998 SF x 2 rainfall (.167)=1336 Cu.Ft./10 Dia. Drywell (68.42)=19.5 depth req'd UP W/L UTILITY POLE WITH LIGHT MAX TOP OF DRYWELL 4�vDW-i 1O'Dia x 10'depth STO R M W AT E R SDR 35 PVC SEE PLAN FOR <C�' I A OVERFLOW PIPE ❑ ❑ 0 EJ ❑ 1-1:11 ELEVATION) PERSPECTIVE VIEW =o DW-2 10'Dia x 10'depth DI DRAIN INLET SEE PLAN FOR ❑ ❑ o ❑ BACKFILL 3'-0"MINIMUM GEOTEXTILE WIRE FENCING == 20'depth/1368 Cu.Ft.provided MANAGEMENT PIPE SIZE ❑ ❑ O ❑ ❑ AROUND DRYWELL WITH m O -uq ❑ ❑ o ❑ o t t MEDIUM COARSE TIED T 2"x4"OPENINGS m SEE DRAINAGE HYD. FIRE HYDRANT SAND/GRAVEL WIRE FENCE 48"FENCE POST D CALCULATIONS+STRUCTURE ❑ ❑ ❑ ❑ PRECAST CONCRETE 8'O.C. c�° Proposed 3/4 Parking(9718 sf @ 100%),Proposed Masonry Aprons+Pads(339 sf @ CONTROL PLAN SCHEDULE FOR DEPTH ❑ ❑ o COMPACTED SOIL 100%)+Proposed Masonry Stoops(215 sf @ 100%) STORM DRAIN RING EXISTING o m m ❑ 13 GRAD , BC BOTTOM OF CURB El o ❑ ❑ NOTES: GEOTEXTILE �o 10272 SF x 2" rainfall (.167) =1715 Cu.Ft./10'Dia. Drywell (68.42)=25.0'depth req'd TC TOP OF CURB 1'_0^ DRYWELLTO BE INSTALLED TO BE BURIED o DW-3 10'Dia x 10'depth 72�011MIN AS PER STATE AND LOCAL IN GROUND,GROUNDWATER LINE IN CODES LOPE CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED DW-4 10'Dia x 10'depth CB CATCH BASIN 0 10 20 NON-RATEABLE SOIL AS SHOWN /4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. -i -is HAY BALE AND/OR DW-5 10 Dia x 10 depth 6'-0" -11=11 FILL TO 18"(MIN.)ABOVE EXISTING GRADE FOR DRAINAGE MIN - 1=III-1tl SILT FENCING CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL 0� I- I 1 Z II -IIIA TE EXISTING GRADE 30'depth/2053 Cu.Ft.provided TD TRENCH DRAIN - COARSE FILL CLEAN MEDIUM COARSE BACKFILL NO Scale 1"=20'-O" 2" MAXIMUM DRAINAGE AREA ROAD Existing Dwelling(Including Porch)+Steps(808 sf @ 100%), Proposed Grasspave2 6" 1/2 ACRE / 100 LINEAR FEET 1 Parking(1834 sf @ 8%),Proposed 1/4 Parking(3239 sf @ 100%)+ G.V. GAS VALVE DRAWN PAETz ,RLA PRECAST CONCRETE DRYWELL SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE Proposed Gravel Parking(1796 sf @ 40%) DATE:2018.08.20 L_2 z REVISED: 1 4912SFx 2"rainfall (.167) -820Cu.Ft. Required W.V. WATER VALVE Plan Not to Scale Plan Not to Scale Plan Not to Scale Infiltration Area: 1400 SF x 9" Avg Depth=1050 Cu.Ft.Provided SHEET 2 OF 4 l II I I I UP FIRST UNIVERSALIST CHURCH OF SOUTHOLD 51970 Main Road IRL'` Southold, New York y5 UP � W/C O OIRLP W// P` 1 AR marshallp aeizel 12Mso LANDSCAPE ARCHITECTURE NORTH FORK HAMPTONS l�Q 5175 Route 48 PO Box 1397 LAND N/F OF Mattituck,NY 11952 530 Montauk Hwy,#203 CLEMENT CHARNEWS Amagansett,NY 11930 15 CP� phone: (631)209-2410 EXISTING 5 IGS + fax: (631)315-5000 PARISH HOUSE email: mail@mplastudio.com 3 CAH 3 CAH + LAWN 250 DF + 20 DAF 300 CP 15 GM / 7 BNHQ 5 IGS + Peter Marren Architect �$ 3 CAH Marren and Newman Architects EXISTING ® `q 18 VBL 177 Duane Street CONCRETE CURB EXISTINGlb New York, NY 10013 CONCRETE CURB 1ti FUTURE + + + Office: (917) 992-5369 EXISTING ., REMEMBRANCE ' CONCRETE GARDEN ENGINEER: SIDEWALK 35 CP 50 LO John Condon BUDDS PARK h 20 OC MEMORIAL LAWN PROPOSED Condon Engineering, P.C. 1755 SI sbee Road � .. _: :.. WALKWAY L 4 MP UP w ' '•', 8 MSO I / EXISTING TREE Mattituck, NY 11952 ' LAWN /"' 15 DAF -------- �� TO BE REMOVED(TYP.) Office: (631) 298-1986 T8 ACD U C K E R S �� / xlo / SURVEYOR: ;- ° ° Kenneth M Woychuk Land Surveying, P.C. L A N E �, P.O. Box 153 Aquebogue, NY 11931 EXISTING STREET TREE PROPOSED Office: (631) 298-1588 TO REMAIN CHURCH PROPOSED (NP') I \ PARKING v � e COVERED WALKWAY / 11V 101GS I 6 MP ` 250 CP ' + 200 DP I + EXISTING GATE ° + + TO REMAIN SITE DATA. 3 CFP + PROPOSED UP _ + + 20 VBL MULCH WALKWAY SCTM#: 1000- 63-6- 6.1 8, 6.2 LAWN "" ° W/� PROPOSED Lot Area:53,972.09 SF ( or 1.24 acres) E - _ DUMPSTER a + LOCATION PROPOSED + MP 7 5 C - 1 MV / 3 P 25 SH 5 JV / WALKWAY 1�AI 20 PVS / 18 ACD 6 MI, N / + I SIGN 75 SH 10 PMM O '/ O 12 CP LAWN 20 PVS 12 AT ,/ , T 15 EPMNOTES: W !`��-....�:..-`�•'.:....'_._,._..._•,_.._t- �i�f � 1. Base map information based on survey I 111 AUG o ! # prepared by Kenneth M Woychuk on PROPOSED :1 U a 2 2U1n € June 15,2016. z PARKING AREA . -wM_•._.. - 2. This drawingIs for the EXISTING PROPOSED GRANITE I so ,;a Town obtaining permits only. NOT FOR CONCRETE CURB HITCHING POSTS © j purpose of 2 NS 200 FGB(HEDGE) I LAND NIF OF 150 SH ! SOUT OLD UNION FREE f ar!n n.r E c i! ' - - - - � sCHOOLDISTRICTS m �� �� 3.CONSTRUCTION. ed alteration of this plan is a _ _ __ - EXISTING TREE j/ I 50 SH violation of NYS Education Law. -_ LOP;MAIN 1 Ns I 4 . Old Church coverage is approximate. FIRST UNIVERSALIST CHURCH PLANT SCHEDULE PROPOSED j 233 FGB(HEDGE) Q + PARKING r9 PROPOSED I QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE REVISIONS 40 PVS PARKING DATE DESCRIPTION O == 85 CP 1 AR I 2 AR Acer rubrum Red Maple 2 1/2"-3" cal. + EXISTING 4 ARE Aronia melanocarpa Black Chokeberry 3 gal. Z 5 MP 4 JV ryQ --- 4ARE 20 AT DWELLING 1 QA I 18 Al Asclepias incarnata Swamp Milkweed 1 gal. ! 3 CAH 18 ACS PROPOSED 18 ACS Asclepias syriaca Common Milkweed 1 gal. Z i _ I _ � — I 30 EPM � PARKING � I 32 AT Asclepias tuberosa Butterfly Weed 1 gal. 310 + "\- -I 80 PVS � 26 ACD Aster cordifolius Blue Wood Aster 1 al. 6 ry bo sso g W I 7 BNH Betula nigra Heritage Heritage River Birch 8' - 10' ht. 772 CP Carex pensylvanica Pennsylvania Sedge 1 qt. M :::::� LAWN \ I J 12 CAH Clethra alnifolia 'Hummingbird' Sweet Pepperbush 3 gal. pxizkf f. PROPOSED. . . . . . �;..::�. j - - W 3 CFP Cornus florida Flowering Dogwood 2"-2 1/2" cal. s e a I ' -RAINGARDErI Hay , 200 DP Dennstaedtia punctilobula Scented Fern 1 gal. _ \ . . . -u '+ 250 DF Deschampsia flexuosa Wavy Hair Grass 1 gal. + + _+— _ _ N�l35 DAF Dryopteris erythrosora 'Brilliance' Autumn Fern 1 al. �� N1AR5N� 4°So - >� 247.04'�� x 45 EPM Echinacea purpurea 'Magnus' Purple Coneflower 1 gal. LAND OF 433 FGB Fa us randifolia American Beech 1"cal. ^ 51750 ROU�7E 25 LLC PROPOSED EXISTING Fogus FENCE CHAINLINK 15 GM Geranium maculatum Wild Geranium 1 gal. FENCE `! 20 IGS Ilex glabra 'Shamrock' Dwarf Inkberry 10 gal. cls 3 10 Ilex opaca American Holly 8' - 10' ht. 9j 001854 7 IV Ilex verticillata Winterberry 3' -4' ht. FOP NEIN 9 JV Juniperus virginiana Eastern Red Cedar 8' - 10' ht. 50 LO Ligustrum ovalifolium Privet 4' -5' ht. 1 MV Magnolia virginiana Sweetbay Magnolia 8' - 10' ht. TITLE: 20 MSO Matteuccia struthiopteris Ostrich fern 2 gal. 24 MP Morella pensylvanica Northern Bayberry 5 gal. 3 NS Nyssa sylvatica Black Gum 2 1/2'-3" cal. 20 OC Osmunda cinnamomea Cinnamon Fern 1 gal- PLANTING 160 PVS Panicum virgatum 'Shenandoah' Switch Grass (red) 2 gal. 10 PMM Pycanthemum muticum Mountain Mint 1 gal- PLAN 1 QA Quercus alba White Oak a'-3 1/2" cal. 60 SSO Schizachyrium scoparium 'Standing Ovation' Little Bluestem 1 gal. 300 SH Sporobolus heterolepis Prairie Dropseed 1 gal. 38 VBL IVaccinium angustifolium jLowbush Blueberry 1 2 gal. LEGEND 0 10 20 PROPERTY LINE Scale 1"=20'-0" O EXISTING TREE TO REMAIN DRAWN BY: EXISTING TREE TO BE REMOVED S.PAETZEL,RLA DATE:2018.08.20 L-3 UP UTILITY POLE REVISED: UP W/L UTILITY POLE WITH LIGHT SHEET 3 OF 4 FIRST UNIVERSALIST CHURCH OF SOUTHOLD 51970 Main Road yS Southold, New York P ' W/L O 0 P.") 00 0 n 0 oo b 1 0 0 00 0 o0 O0 00 900 0 b 0 00 00 boo boo � ` h CJ b O"' U00 '. 0.01 0 7-) 0 on b(,. 009 0 00 000 UPS P� 0 000 000 00 b.03 .23 07 000 000 0000 000 W/L B � ' �° b nn b°° nn ��° b°° b. �. b.3& b nn b nn bon • nn b°° 000 m a rsha IIpoetzel 000 b oo b b o on b.00 b oo b Oo ' 6 b. n o b on b o 00 0.00 o no LANDSCAPE ARCHITECTURE b on D OC uo 0 ,0 boo b on 0 00 0 00 0 00 1.09 •,:�o 0 00 0' 0 o0 b on O o0 0s8 NORTH FORK HAMPTONS 00 MO 00 °M r 000 b-00 b°0 0 oo 0 00 0 00 0 00 0 On 0.0° \'o 0 n0 0 oo �J � 5175 Route 48 PO Box 1397 000 00 b o9 0 oo 0 oo b o° o oo 0 0o 0 o ee3 i)b, ° u b oo`)00 o 00 000 Mattituck,NY 11952 530 Montauk Hwy,#203 �. Amagansett,NY 11930 UP�4 0 on 00 nn 0 00 '0 00 000 000 000 '0 Co 0 "1 0 U,o 0 00 0 i, 0 Oo boo boo phone: (631)209-2410 o no 0 o 000 ' Ono 0 oo 0 oo 0 oo 0 oo b.00 0 oo 0 o 'o on- 0 EXISTING oo 0 on o -) o oo 0 oo fax: (631) 315-5000 PARISH HOUSE email: mail@mplastudio.com 000 0 . 00 -u 000 000 000 000 000 OLO 000 000 C fl.) Q:Ot,:o o0:.b 0G 0.89 b.8s b.01 0 On 0 oo LAWN 0 oo o , 00 ,,o boo 000 Ono b on boo boo boo o oo o no C :'000::b.ob_ o 6o ti\\ 2. b.04 o.o1`oo o no boo or o b o:_ o 0o 0 oo b on b on b oo b oo b oo boo b c'n i t 000: o 0o b U,0 o_ o, -i.0 .59 0 b.02,'0\6 boo ARCHITECT: / ! ? B Peter Marren Architect 000 bo bo ,co bon o 0 0 o b oo b oo 0 n. o b oo b oo boo o on 0 t' 0,00 b Lu -O.0 `0.02 0.0 . 0.01:.0.01 .b.o1 ' 03 .31 1 ,'.3 .05 b.oi ; ,'o b o0 000 Marren and Newman Architects : .� B •'•'• ' ® oo a oo Uo b o0 boo boo o0 00 0 , 'b u 0 C 00 0 0o boo boo o OG ,b.`01 :-0 01 0.59 0. '.34 b.25 2 1.55. .07:'0.01: 0. 1 .4 b.01 b o° '0o 000 .00 177 Duane Street EXISTING B New York, NY 10013 CONCRETE CURB b 0') OC 0 Or 0 00 0 00 0 Cn 0 O(, '0 Ou 0 OO 0 GO 0, 0 00 0 00 0 DO f L .0.01 .011 0 z3 0,1� .10 b.o2=;o.0 0.o0 °.12 .17 '.02 0°o o' u b no Office: (917) 992-5369 0 n0 0 0 < 0 00 00 0 00 0 00 0 .0 .,00 0 00 0.00 0 00 0 00 '0 0 00 '...J O.n::, 0.0 06 '.07:0.01`.;b.Ol b.01 -0.01. 0.01' 0.01�o On oo 'no o. X94 b.03 b. 0 00` 000 000 000 BF H ENGINEER: b ;0 .000 o.00 b.01 b.01 '.01.' 000 boo 0 oo 0 00 boo b 00 b oo no..0 oo b.01-b.19 b.5 b.02 6'or, 0,"17 :0 00:`0(gi .:J b oo b 0.°5�} .48 b.03 '.o1 b.o1 b.o1 oo 0 oo boo boo John Condon BUDDS PARK �f♦ PROPOSED GARDEN - )I : o on O 0 00 b ) 0 b.00 0.01 b.Q!'0.01 'b.0i 1 b.o1 0 oo 0 o0 O no 0 on 0 oo b oo 0( o no b.o1 0.1 b.7 b.o1 -b o0 if' o D°.''0-0 49 .05 of b.o1 b.o1 b.o1 0.o1 0 oo boo Condon Engineering, P.C. MEMORIAL 1755 SI sbee Road :. .... B }: :_on LAWN g U nn a 0� :of b.oi b.of b.02 b. 3 b.o3 b.oz b.o1 b no o m b oo b no o on b no 000 o'. b:081 1.1 b:01.�?:C. .D:i o b.1 b.o b.02 bol b.o1 b. o o0 boo �uP Mattituck, NY 11952 . b oo on b j ' b on b.ot of b10-o:z 0 07 b.12 0. b on o 0o 0 on o oo b.00 o��-=- . no:;b.121 b.5 b.0 ur rr °B b. a a b.04-0.02- h 1 �Qt 'o o0 0 on Office: (631) 298-1986 B o. p TIC b oo 0 0 no no /oo 0 0o b.o b.olo:os 2.7qE1 23B '88^b.o1 ,-,-- 000 o '22..8 b o x'1.73 *.os b-03 02 b.o1\b.01 -on 0 00 0 on SURVEYOR: C 1` E R S ,'`, , o E % Kenneth M Wo chuk Land Surveying, P.C.0 00 ' .,o o n b r/b nn o on bo( boo oa o o I 2.25 0. 0.03.01 o.ot b.o' .o( boo 0 0o P.O. Box 153 y y g LANE 0 on :i oo o a b nn b-o1 b.o b.o10.0 i; b. b.o2 b.o\bb.00 b. 1 _1 b no 0 0o Aq . Box 153 NY11931 bo boo o oo ;c: o.o o.o b. b:10 e.0 PROPOSED Fo'` of b.ob 00 0 00\ ",C-0 ie o 00 000 Office: (631) 298-1588 a09. 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TITLE: POST LIGHT ON BEGA 906HR 12'-0"H.POST 9 A Bega 99878 Pole Light 12'-0 j" 3000 2,172 19,548 BLACK FINISH-15.8 W LED 't 1 I' ±24'TO PL(FROM CLOSEST FIXTURE) �1 AUG 2 4 2016 ! `. 37 Bega 77237 Directional Bollard Light 2'3" 3000 136 DIRECTIONAL BOLLARD PATH LIGHT 2'-3"H. BLACK FINISH-2.1 W LED s I iI W LIGHTING ±9'TO PL(FROM CLOSEST FIXTURE) ! %� PLAN RECESSED WALL LIGHT±18"ABOVE GRADE ""'" "- `- -- - - r ® 5 C Bega 22272 Recessed Wall Light 18" 3000 159 795 BLACK FINISH-3.9 W LED +3'TO PL(FROM CLOSEST FIXTURE) RECESSED CEILING LIGHT 11'-3"H. ® 2 D Bega 55821 Recessed Ceiling Light 11'-3" 3000 327 654 BRUSHED STAINLESS STEEL-4.2 W LED L E G E N D +92'TO PL(FROM CLOSEST FIXTURE) SCONCE LIGHT ON BUILDING FACADE 8'-0"H. 4;� 9 E Bega 33580 Sconce Light 8'-0" 3000 248 2,232 BLACK FINISH-6.5 W LED -- PROPERTY LINE ±13'TO PL(FROM CLOSEST FIXTURE) 0 10 20 SURFACE MOUNT LIGHT 3'-0"H. 3 Bega 22215 Surface Mount Light 3'-0" 3000 173 519 BLACK FINISH-2.1 W LED © EXISTING TREE TO REMAIN z +29'TO PL(FROM CLOSEST FIXTURE) SIGN LIGHT MOUNTED TO SIGN 5'-0"H. Scale 1"=20'-O" <• 2 G SEWS Styk Exterior Linear LED Sign Light 5'-0" 3000 1,096 2,192 BLACK FINISH-15 W LED UP UTILITY POLE ±12'TO PL(FROM CLOSEST FIXTURE) UP W/L UTILITY POLE WITH LIGHT DRAWN BY: Note:All landscape fixtures(A-G)to be controlled by(2)GLT-900 Landscape Transformer with timer: 30,972 Total S.PAETZEL,RLA lights will be set to expire within 30 min.after closing of business or no later than midnight. Lumens Proposed DATE: o18.0s.2o L_4 (31,000 Lumens °no PROPOSED FOOTCANDLES REVISEED: Max.) °01 SHEET 4 OF 4 First Universalist Church of Southold l� AUG 2 0 2016 �1 Proposed Site Materials Palette Southold l'.mn Punning Coard Material Overview The proposed materials for the redesigned church property will include grey concrete walkways with exposed aggregate of local Long Island gravel. Concrete paving stones made locally by Barasso and Sons will be used for entry courtyard. Images of the proposed materials are shown in Figure 1. Figure 1 -Parking area,walkway and wall materials. Figure 2-Barasso and Sons concrete paver. The parking lot will be asphalt with poured concrete curbing. Crosswalks will be made of concrete with exposed aggregate. Six of the proposed parking spaces located furthest from the building will be Grasspave2 (Figure 3), which will look like lawn, but has " a subsurface structural grid to make it suitable for parking. Refer to attached Grasspave2 specification ► N. sheet for additional information. �y t A IN Figure 3-Grasspave2 for six parking spaces. Walkways and stone wall materials (Figure 4) will be selected in colors to reference the local natural gravel and pebbles found on local beaches. At the entrance to the parking area there will be 5" square local granite hitching posts (Figure 5), which will reflect on the historic nature of the hamlet. .i. Figure 4-Southbay Granite- Figure 5-Granite Hitching Post. 2 FIRST UNIVERSALIST CHURCH OF SOUTHOLD 51970 MAIN ROAD SOUTHOLD, NY Lighting Design Summary and Specifications August 20, 2018 Prepared by: marshal) paetzel � AUG 2 0 2018 LANDSCAPE ARCHITECTURE SOUNIold Town RaWlInq Board First Universalist Church of Southold Proposed Lighting Plan Lighting Overview The proposed lighting design intends to provide safe levels of night lighting for the members and visitors of the First Universalist Church of Southold. The plan was designed to meet the Town of Southold Code and the egress requirements of the New York State Building Code. Lighting is proposed to create a safe nighttime environment in pedestrian areas, specifically where pedestrian and vehicular activity occurs simultaneously. All pre- existing, non-conforming light fixtures will be replaced or removed. Existing utility pole street lights are to remain. { Existing Post Lights-2 at entrance (to be removed) ti Existing Sign Up-Lights-2 at entrance (to be removed) f - , w Existing Solar Security Light- 1 at shed 4 Existing Motion Lights- ,. 1 at shed, 2 at House (to be removed) it Existing Sconce- 1 at Parish (to be removed) Existing Utility Pole Street Lights-2 (to remain) Manufacturers' specification sheets for the proposed fixtures are attached to the end of this narrative. 2 Parking Area The parking area is proposed to be lit with nine (9) Bega 99878 pole lights mounted on Bega 906HR 12' H. post (Figure 1). After careful study of the lighting levels in conjunction with the lighting manufacturer's design department, we believe the proposed layout provides the most efficient and safest lighting, while still maintaining a very low level of light. We believe that the proposed layout provides a safe and energy-efficient night-time environment, while meeting the Town code requirements and Planning Board's lighting guidelines. Image of Fixture A (Figure 1) Pathway Lighting Thirty-seven (37) directional bollard lights made up of Bega 77237 2'-3" H. (Figure 2) are proposed along the building entrances + pedestrian walkways. The bollard light are effective lights for narrow pathways. All pathway fixtures will be controlled by an automatic timer. Image of Fixture B (Figure 2) 3 Wall Lights + Building Entrances Five (5) Bega 22272 recessed wall lights (Figure 3) are proposed within granite hitching posts at the entrance of the parking area and the freestanding stone wall at the entrance to the building. The recessed wall lights will highlight the entrance to the parking area and illuminate the space around the stone wall. Two (2) Bega 55821 recessed ceiling lights (Figure 4) are proposed within the overhang of the south facing entrance. They will provide safety lighting to the ADA accessible entrance to the building. The first floor and basement entrances on the east facing part of the building will be lit with nine (9) Bega 33580 sconces (Figure 5). Three (3) Bega 22215 surface mount lights (Figure 6) will be mounted on the wall of the basement steps. They will provide safety lighting for access to the basement from outside. T Image of Fixture C (Figure 3) Image of Fixture D (Figure 4) 1 ---wjl Image of Fixture E (Figure 5) Image of Fixture F (Figure 6) 4 Sign Lighting We propose two (2) Sews Styk Exterior Linear sign lights (Figure 7) to illuminate the relocated church sign at the entrance of the parking area. They will illuminate the two sides of the sign directly below it. Image of Fixture G (Figure 7) Conclusion The proposed lighting design has carefully considered the safety of the residents as well as the public's view of the property. The result takes into consideration all relevant lighting regulations and guidelines and good design principles, including aesthetics and lighting engineering. It is our intent to provide safe lighting using the lowest illuminance levels, least energy, and fewest fixtures possible. 5 Surface washers + asymmetrical wide spread light distribution Post construction:One piece extruded aluminum,Y,"wall Type;Fixture A thickness internally welded to a die-cast base plate cover. BEGA Product:99878-BLK Enclosure:One piece die-cast aluminum housing connected to the post/pole by a two piece,die-cast aluminum knuckle.The Project:First Universalist Church of Southold knuckle has infinite adjustability from 0°to 90°and is secured Voltage: 120V by one stainless steel fastener. Fully gasketed using a one piece Color:3000K molded high temperature silicone gasket and provided with a pure anodized matte aluminum reflector.Molded Y,"thick etched Options: tempered glass secured by a one piece die-cast aluminum frame Modified: secured to the housing with four stainless steel captive fasteners. Die castings are marine grade,copper free(<_0.3%copper content)A360.0 aluminum alloy. Electrical: 15.8W LED luminaire,20 total system watts,-30°C start temperature. Integral 120V through 277V electronic LED driver,0-10V dimming. LED module(s)are available from factory for easy replacement.Standard LED color temperature is 3000K with an 85 CRI.Available in 4000K(85 CRI);add suffix K4 to order. Anchor base:Pole Mount; Mounts to 79818 anchorage kit (supplied). Finish:All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness.Available in four standard BEGA colors: Black(BLK);White(WHT);Bronze(BRZ);Silver(SLV).To specify, add appropriate suffix to catalog number.Custom colors supplied on special order. CSA certified to U.S.and Canadian standards,suitable for wet locations.Protection class IP65 Weight:8.8 lbs. Luminaire Lumens:2172 �o `I I r e A c Pole mounted•assymetric wide spread Lamp A B C Anchorage 99878 15.8W LED 101/, 981/Z 121/2 79818 BEGA 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com ©copyright BEGA 2018 Updated 06/06/2018 Type: Fixture A Pole Mount Approval Project: First Universalist Church of Southold Options: Black Finish Modified: Luminaire: 99878 Fixture EPA: 14.4 Optional Tenon: ❑23/8 x 31/2"H GCO: ❑ GFI: 0 906HR 5" Straight round hinged pole Shaft:Extruded from all new seamless 6063 aluminum alloy tubing,heat 3"� 3, treated to a T-6 condition. Anchor base:Round cast aluminum A356 alloy,heat treated to a T-6 condition.Anchor base and shaft continuously welded at the outside top and inside bottom of the anchor base casting. Pole base to be round hinged two piece casting.Hinge 5„ Pole shaft to be welded to upper base casting which is secured to lower base casting by three(3)stainless steel bolts.Bolts to be fastened to cast-in stainless threaded inserts in lower casting. Cast round two piece base cover supplied with pole. 12' -0" Anchor bolts:Four(4)3/n"x 17"galvanized steel anchor bolts supplied with double nuts and flat washers.Maximum bolt projection 31/2". For luminaires requiring threaded inserts and pole cap-specify: 1 D(single); 2D(2@ 180°);3D(3 @ 120°). GCO/GFI:Standard location is opposite the hinge.Height above base for ballast in luminaires is 18".For single luminaires with a pole base mounted (PBM)ballast the minimum height is 24"and 42"minimum for double Hinge PBM luminaires. Weight:52.0 lbs. 45, d C� Disclaimer 1 BEGA-US warrants the specific anchor bolts and pole combination according to the product number(s)and description(s)indicated on this submittal sheet.Structural changes to the pole requested by the customer,including changes to pole length,may affect the compatibility of the anchor bolts and corresponding poles.BEGA-US is not responsible 4 slots®90°to for the incompatibility of the anchor bolts and poles resulting from accommodate 81/2"min. such structural changes without review by the BEGA-US engineering to 10"max.bolt circle department.This includes,but is not limited to,any labor charges, charges for replacement materials and shipping. Pole wind load rating: MPHi 70 ED 93 1007 1PD_ EPA: 14.4 10.5 8.2 6.5 4.4 Note:Data above assumes grade level installation and a maximum �— luminaire weight of 50 lbs. 41/2"conduit opening BEGA-US 1000 BEGA Way, Carpinteria, CA 93013 [P]805.684.0533 [F]805.684.6682 (copyright BEGA-US 2015 Updated 04/15 LED garden and pathway bollard Post construction:One piece extruded aluminum.All aluminum Type: Fixture B in the construction is marine grade and copper free. BEGA Product: 77237-BLK Lamp Enclosure:One piece die cast aluminum housing attached to post by two(2)stainless steel set screws.Matte Protect: First Universalist Church of Southold safety glass lens.Fully gasketed using a one piece molded Voltage: 12V silicone gasket. Color: 3000K Electrical:2.1 W LED luminaire,3.4 total system watts,-30°C Options: start temperature.Integral 12V AC driver provided must be operated using remote magnetic transformer.Standard LED color Modified: temperature is 3000K with a>90 CRI. Note:LEDs supplied with luminaire. Due to the dynamic nature of LED technology,LED luminaire data on this sheet is subject to change at the discretion of BEGA-US,For the most current technical data,please refer to www.bega-us.com. Anchor base:Anchor post provided made of galvanized steel. Bollards are secured to post using two(2)stainless steel set screws. Finish:Available in four standard BEGA colors:Black(BLK); White(WHT); Bronze(BRZ);Silver(SLV).To specify,add appropriate suffix to catalog number.Custom colors supplied on special order. Please note:BEGA's approach to product design is to innovate, not follow. With a steadfast commitment to quality,each product is conceived to satisfy a general or specific lighting task as defined by its architectural or exterior surroundings. The Home and Garden Collection is designed specifically for use in Residential and Light Commercial applications. Please reference our standard BEGA portfolio when mounting provisions for the rigorous demands of high-use commercial and/or vandal prone settings are required. CSA certified to U.S.and Canadian standards,suitable for wet locations.Protection class IP65 ti Weight:6.3 lbs. Luminaire Lumens:136 •A. c,. B I -D- Lamp A B c D 77237 with direct burial anchorage 2.1 W LED 31/2 27'/2 41/s - BEGA 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com ®copyright BEGA 2017 Updated 02/17 Recessed wall luminaires • shielded Housing:Die-cast aluminum with integral wiring compartment. Die Type: Fixture C castings are marine grade,copper free(<_0.3%copper content) A360.0 aluminum alloy. BEGA Product: 22272-BLK Enclosure:One piece die-cast aluminum faceplate.'/e'thick, PfOJ2Ct: First Universalist Church of Southold tempered glass;clear with white translucent ceramic coating. Voltage: 120V Faceplate is secured by four(4)socket head,stainless steel, Color: 3000K captive screws threaded into stainless steel inserts in the housing casting.Continuous high temperature O-ring gasket for weather Options: tight operation. Modified: Electrical:3.9W LED luminaire,6 total system watts,-30°C start temperature. Integral 120V through 277V electronic LED driver, 0-10V dimming.LED module(s)are available from factory for easy replacement.Standard LED color temperature is 3000K with an 85 CRI.Available in 4000K(85 CRI);add suffix K4 to order. Note:LEDs supplied with luminaire.Due to the dynamic nature of LED technology,LED luminaire data on this sheet is subject to change at the discretion of BEGA-US.For the most current technical data,please refer to www.bega-us.com. Finish:All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness.Available in four standard BEGA colors: Black(BLK);White(WH-0; Bronze(BRZ);Silver(SLA.To specify, add appropriate suffix to catalog number.Custom colors supplied on special order. CSA certified to U.S.and Canadian standards,suitable for wet locations.Protection class IP65 Weight:2.2 lbs. Luminaire Lumens: 159 1 A C Recessed Luminaires•shielded Ilght Lamp A B C 22272 M 3.9W LED 5'/B 5'/B 41/B BEGA 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com Ocopyright BEGA 2018 Updated 06/18 Recessed ceiling luminaires • faceplate STAINLESS STEEL • narrow beam Housing:Constructed of extruded and die cast aluminum. Type: Fixture D Housing is provided with mounting clamps that provide a vibration BEGA Product: sss2t-s1 x proof installation.Optional rough-in housing constructed of galvanized steel with through wiring box available(specify CP). Die Project: First Universalist Church of Southold castings are marine grade,copper free(<0.3%copper content) Voltage: 120V A360.0 aluminum alloy. Color: s000x Enclosure:All stainless steel faceplate.Clear 3/16"thick tempered glass;faceplate is secured by four(4)flat socket head, Options: stainless steel,captice screws threaded into stainless steel Modified: inserts in the housing.Internal reflector made from pure,anodized aluminum.Fully gasketed for weather tight operation using a molded silicon gasket. Electrical:4.2W LED luminaire,6 total system watts,-30°C start temperature.Integral 120V through 277V electronic LED driver, 0-10V dimming.LED module(s)are available from factory for easy replacement.Standard LED color temperature is 3000K with an 90 CRI.Available in 4000K(905 CRI);add suffix K4 to order. Note:LEDs supplied with luminaire.Due to the dynamic nature of LED technology,LED luminaire data on this sheet is subject to change at the discretion of BEGA-US.For the most current technical data,please refer to www.bega-us.com. Finish:#4 brushed stainless steel,Stainless steel requires regular cleaning and maintenance,much like appliances,to maintain its luster and to prevent tarnishing or the appearance of rust like stains. CSA certified to U.S.and Canadian standards,suitable for wet locations.Protection class IP65 Weight:0.8 lbs. Luminaire Lumens:327 ■ 1 C �? - B ) ! A mRecessed ceiling downllghts•narrow beam Lamp g A 8 C 55821 4.2 W LED 28° 3 Ya 21/2 - 11=Beam angle BEGA 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com ®copyright BEGA 2017 Updated 10/17 Wall luminaires with directed light in one direction Housing:One Piece, die cast aluminum housing with a one piece, Type; Fixture E die cast aluminum mounting plate.The mounting plate is supplied BEGA Product: 33580-BLK with a flat plate that mounts directly to a standard, recessed 4" octagonal wiring box. Die castings are marine grade,copper free Project: First Universalist Church of Southold (s 0.3%copper content)A360.0 aluminum alloy. Voltage: 120V Enclosure:Clear tempered glass diffuser. Provided reflector made of Color: 3000K pure anodized aluminum. Housing is secured to the mounting plate Options: with two(2)mechanically captive,stainless steel set screws. Modified: Electrical:6.5W LED luminaire,8.6 total system watts,-30°C start temperature. Integral 120V through 277V electronic LED driver, 0-10V dimming. LED module(s)are available from factory for easy replacement. Standard LED color temperature is 3000K with an 85 CRI.Available in 4000K(85 CRI);add suffix K4 to orde Note:Due to the dynamic nature of LED technology, LED luminaire data on this sheet is subject to change at the discretion of BEGA-US.For the most current technical data,please refer to www.bega-us.com. Finish:All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness.Available in four standard BEGA colors: Black(BLK);White(WHT); Bronze(BRZ); Silver(SLV).To specify,add appropriate suffix to catalog number.Custom colors supplied on special order. CSA certified to U.S.and Canadian standards,suitable for wet locations. Protection class IP64 Weight:3.5 lbs. Luminaire Lumens: 173 Tested in accordance with LM-79-08 I u a One-sided light distribution to Lamp A B C II(�lil C 33580 6.5W LED 43/8 71/2 5 BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com Ocopyright BEGA-US 2016 Updated 02/16 LED wall luminaires with directed light Housing:One piece die-cast aluminum provided with a Type: Fixture F bracket for attachment to a BEGA 19538 small opening BEGA Product: 22215-BLK wiring box. Die castings are marine grade,copper free (<_0.3%copper content)A360.0 aluminum alloy. Project: First universalist Church of Southold Enclosure:One piece die-cast aluminum cover frame Voltage: 120V secured by two(2)captive,stainless steel set screws Color: 3000K threaded into stainless steel inserts. Matte safety glass. Fully gasketed for weather tight operation using a molded Options: 'U'channel silicone rubber gasket. Modified: Electrical:2.1 W LED luminaire,3.4 total system watts, -30°C start temperature. Integral 120V through 277V electronic LED driver. LED module(s)are available from factory for easy replacement.Standard LED color temperature is 3000K with an>90 CRI.Available in 4000K (>90 CRI);add suffix K4 to order. Note:LEDs supplied with luminaire.Due to the dynamic nature of LED technology,LED luminaire data on this sheet is subject to change at the discretion of BEGA-US.For the most current technical data, please refer to www.bega-us.com, Finish:All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness.Available in four standard BEGA colors:Black(BLK);White(WH-0;Bronze(BRZ);Silver (SLV).To specify,add appropriate suffix to catalog number. Custom colors supplied on special order CSA certified to U.S.and Canadian standards,suitable for wet locations.Protection class IP64 Weight:0.9 lbs. Luminaire Lumens: 173 Tested in accordance with LM-79-08 A •G• Wiring Lamp A B C box- 22215* U0 2.1 W LED 3'h 33/4 23/e 19538 'Small opening wiring box included. BEGA 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com ®copyright BEGA 2017 Updated 02/17 TYPE SEWS Styk Exterior Linear LED First Universalist Church of Southold Fixture G Wall Remote Power Supply Styk Exterior Linear LED Optical Distributions Styk was built to provide the most lumens with the smallest luminaire package,while optimizing life.Not limited to decorative lighting,effectiveluk functional lighting is provided through the optimal light control in this minimal package. 1 rF� Styk boasts three white LED color temperatures,RGB and four color offerings. _ Styk is a durable interior linear LED fixture.Styk's patent pending optical offerings enable tremendous flexibility offering wall washing,wall grazing, Fir indirect pendants,and asymmetric lighting solutions. Run Sections and Suspensions BRK and LBK Bracket Meant BRK LBK OAP t 0.6111 MC-1.3" MC - 3.0" SMA Mini Canopy and Stem Also Available with Cove Mount(COV)and Switch-Box and Stem(SBC) MCS CoV SBC J1.6" 12.5" 2.5" MC IVIC - - �0' L SMB Dimensions Overall MODULE MOUNTING CENTER BRK LBK MCS COy SBC 016 16.3" 16.3" 19.1" 20.0" 13.3" 20.2" 028 28.0" 28.0" 30.8" 31.7" 24.8" 32.0" 039 39.8" 39.8" 42.6" 43.5" 36.5" 44.8" 051 51.3" 51.3" 54.1" 55.0" 48.0" 55.3" 101 101.0" 101.0" 103.8" 104.7" 96.0" 105.0" Specifications Technical Notes •IP66 rated fixture per International Electrotechnical •SPI Lighting uses strict guidelines in LED selection to ensure the •INSTALLATION NOTES:During installation the contractor Commission(IEC)certifies fixture as dust tight and white LEDs we use meet or exceed ANSI Binning Standards is responsible to use actual fixtures to ensure accurate protected against powerful water jets. (ANSI C78.377). mounting centers from one fixture to the next along the •Available in anodized finishes with some parts painted to •Black power cord standard unless otherwise specified. length of the linear run. match.Anodized finish provides optimal thermal effectiveness •RGB and color options available.Contact factory for details. •Remote Class II power supply required with LED lampings and durable corrosion protection. •RELATED LINKS: •L70 a 50,000+hours •Stem mount versions include(2)5/8"aluminum stem(s) :rs ?r 4V of"i •ETL listed to UL standards(US&Canada)for ground painted to match anodized finish. Des:zr,r.J eu ue f1Q- mounting and use in wet locations. •Each module requires connection to a 24V constant voltage power supply.Modules over 60W may require multiple power supplies/feeds. •Lamp body can be rotated up to 3301 for application �LED specific aiming SPI LIGHT dG Tel 262.242.1420 contact@spillghting.com www.spilighting.com Current as of 04/24/18.Design modification rights reserved. SEWS STYK LINEAR LED SAMPLE MODEL NUMBER: SEWS 051-L29W-3500K 24V DC-120'-MCS-AN04-PSN SELECT LED COLOR SELECT LENGTH SELECT SELECT SELECT SELECT SERIES MODULE WATTAGE TEMP OPTICS VOLTAGE OF RUN MOUNTING PROJECTION FINISH OPTIONS SEWS 051 30K 24V DC R' LBK 006 AN08 PS03 016 1.0 30K Fi 24V DC YY' NRK 0032 AN04 F L7W 35K SMA C01P 006 L—AN08] PS L14W 40K SMB LBK 012 PSE MCS 018 PSN SBC 028 L8W 30K COV mount only. L14W 35K s BRK&COV mount only. L29W 40K Mountings and Options 039 Ll1W 30K Painted to match L22W 35K L43W 40K P�_ 051 45W 735K ---- --_--� L29W BRK COV LBK L57W 101 F4O — — — [LJ115W MCS SBC Delivered Lumens 016 028 039 061 101 L4W L7W L14W L8W L14W L29W L11W L22W L43W L15W L29W L57W L30W L57W L115W FT 292 512 1023 585 1023 2120 804 1608 3143 1097 2120 4167 2193 4167 8407 SMA 239 418 836 478 836 1731 657 1313 2567 896 1731 3403 1791 3403 6866 SMB 220 384 769 439 769 1592 604 1208 2361 824 1592 3129 1647 3129 6314 Code Definitions OPTICS MOUNTING PROJECTION OPTIONS SMA Symmetric 60°Beam-120°Spread BRK 3"Bracket Mount 003 3.0" F Fusing COV Cove Mount 006 6.0" PS Remote Power Supply SMB Symmetric 300 Beam 600 Spread MCS 2"Mini Canopy and Stem 012 12.0" PSE Power Supply Enclosure FT Forward Throw LBK Fixed Bracket 018 18.0" PSN No Power Supply SBC Switch-Box Cover and Stem FINISHES[See LVor Chart for Dmrarlsl AN04 Anodized Aluminum(Clear) AN08 Black Anodized SP1 LIGHTING Tel 262.242.1420 contact@splllghting.com www.spillghting.com Current as of 04/24/18.Design modification rights reserved. TCB(27.0) SANITARY FLOW CALCULATIONS: ALLOWABLE SEWAGE FLOC"!TOTAL SITE: Tcstzs�x GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER TOTAL SITE AREA=1.239 ACRES POPULATION DENSITY EQUIVALENT:1.239 AC X 600 G.P.DJAC.=743A GPD t EXISTING SEWAGE DENSITY FLOW:EXISTING SEWAGE FLOW: EX.CHURCH SANCTUARY: 1.5 GPDISEAT X 112 SEATS =168 GPD EX.PARISH HOUSE(>1,200SF) =300 GPD EX.601 SF TO 1,200 SF APARTMENT =225 GPD EX.MEETING ROOM: 2.515 SF/15 X 5 GPDICAPITA=840 GPD EX.BASEMENT: 1,766 SF X 0.04 GPDISF = 71 GPD / l N =1,604 GPD X rce MID) F ` EXISTING KITCHEN,,GRAY FLOW: li� i AND N!F of 280 PEOPLE X 2.5 GPDISEAT =700 GPD / CiEhVEN.'ChARNErv$PROPOSED GREASE TRAP / EX.PARISH \ TOTAL EXISTING SEWAGE FLOW =2.304 GPD / HOUSE r` 8.0X5'DEEP(1,500GAL,) o / ( EXISTING CESSPOOLS TO BE PUMPED DRY AND i FFE 372 � REMOVED IN ACCCRDANCE�1'!TH THE SCDHS PROPOSED SEWAGE DENSITY FLOW: NEW CHURCH SANCTUARY:1.5 GPD/SEAT X 112 SEATS =168 GPD i STANIDARDS. EX.PARISH HOUSE(>1,200SF) =300 GPD \ EX.601 SF TO 1,200 SF APARTMENT =225 GPD 12'0 X �� i'-�� \ SED SEPTIC TANK NEW MEETING ROOM: 2,567 SF115 X 5 GPDICAPITA=856 GPD 12'0 X 6'DEEP(4 FCO GA-.) 1,549 GPD<1,604 GPD e ` PROPOSED KITCHEN1GRAY FLOW: 283 PEOPLE X 2.5 GPDPSEAT =708 GPD o J TOTAL EXISTING SEWAGE FLOW =2,257 GPD O SEWAGE DISPOSAL SYSTEM DESIGN (CHURCH & PARISH HOUSE) (26 \i PROPOSED DESIGN CAPACITY SEPTIC TANK: 3 / PROPOSED FLOW RATE 2,032 GPD DESIGN 2 DAY STORAGE=4,064 GALLONS PROPOSEDPROPOSED 8'0 X 11'DEEP PROPOSED ONE 12'0 X 6'DEEP S,T.=4,500 GAL ( PARISH HALL e�x \ DISTRIBUTION LEACHING POOL LEACHING POOLS: o / LEACHING @ 1.5 GPDISQ.FT:2,032 GPD!1.5 GPDISQ.FT.=1.355 SF I PROPOSED CHURCH f 8'0 x 3.14 x V=25.13 SO.FTJFT. PROPOSED 8'0 X 1 t'DEEP 1.355 SQ.FT 125.13 SFIFT.=53.9 V.F. \ SANTUARY O 2) z8" LEACHING POOL(TYP.OC 3) ~ � I PROPOSED 6'41 X 11'DEEP USE 5-8'0 X I V DEEP LEACHING POOLS=55 VF>53.9 VF TC(243) ` DISTMUTION LEACHING POOL DESIGN FOR 50% EXPANSION: BC(23.6) ~v 1.355 S.F. X .50 =678 S.F.125.13 SF/FT.=26.9 V.F. I 1 USE 3-8'0 X 12'DEEP LEACHING POOLS=33 VF>26.9 VF TC(24.3) I c 28 SC(23 8) i STING SEP IC SYS EM TO B PROPOSED DESIGN CAPACITY GREASE TRAP: EX rc tz4 2) ( ,PUMP DRY A TIC SY ONED I PROPOSED KITCHEN FLOW RATE 708 GPD DANCE USE 8'0 X 5'EFF.DEPTH GT=1,500 GPD LACEN ACC \ ` DHS S NDAR �\ PROPOSED SEWAGE DISPOSAL SYSTEM DESIGN (APARTMENT) EXPANSION POOL(TYP.OF 3) A N \ L PROPOSED DESIGN CAPACITY SEPTIC TANK: )x Cn ` �� tt i ) ' `� \�\ 27 7 x PROPOSED FLOW RATE 225 GPD DESIGN 2 DAY STORAGE=450 GALLONS my x o t\ �� 1 �� j l PROPOSED ONE 8'0 X 4'DEEP S.T.=1,200 GAL LAND NIP CF 1 f t soNT,11 !D WON Farr LEACHING POOLS: \ 1 I ( scx,oi urs,x cr s LEACHING @ 1.5 GPDISQ.FT.=225 GPD 11.5 GPD/SQ.FT.=150 SF 300 SF MIN.LEACHING AREA REQUIRED TC(24.0) ( ,-, ;, ; t 8'0 X 3.14 X V=25.13 SQ.FTJFT. SC(23 t (_; 300 SQ.FT 125.13 SFIFT.=11.9 V.F. 0 26 EX.SINGLE USE 1-8'0 X 12'DEEP LEACHING POOLS=12 VF> 11.9 VF � t as \ FAMILY DWELLING DESIGN FOR 50% EXPANSION: 1L 24 \ FFE:29 0 300 S.F. X .50 =150 S.F./25.13 SFIFT.=5.9 V.F. \ X 1:Z DEQ USE 1-8'0 X 12'DEEP LEACHING POOLS=12 VF>'5.9 VF £ 23 \\ _ 23 x(24<) 2< X(2<4) (2sGENERAL NOT(26A)x Av'�7./f C;r 24104 u qe l' so Pour:25 uC PROPOSED 8'0 X 17 DEEP 1. ALL MATERIALS AND METHODS OF CONSTIRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF PROPOSED SEPTIC TANK EXPANSION POOL THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 80 X 4'DEEP(1,210 GAL.) 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUNE 15,2016. SITE PLAN VERTICAL DATUM IS APPROXIMATE NAVD 88. SCALE: 1"=30' 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT HEAVY DUTY LOCKING CAST IRON OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL COVERS TO GRADE(TYP.) MORTAR FROST PROOFING WATERTIGHT FRAME&COVER W/ AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. F.F.29.5 MORTAR FROST PROOFING TRAFFIC BEARING SLAB APPROVED LOCKING DEVICE CLEANOUT(SEE DETAIL 2.5'MAX. 24'0 PRECAST CONC.RISER RINGS 1'MIN. 4. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED} GRADE EL.29.0 (12"MAX.HEIGHT) 8" 2'MAX. BETWEEN WATER LINES,STORM DRAINAGE ANDIOR SANITARY LINES OR STRUCTURES. APARTMENT F.F.EL.29.5 GRADE EL.26. TRAFFIC BEARING SLAB RAD 5 F 24"MIN.CAST IRON PIPE PROVIDE A CLEANOUT AT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMfrS BEFORE COP.4MENCING WORK. 4"SANITARY WASTE PIPE Health Department Approval Stam EXTENDING THROUGH THE FACE OF THE BUILDING PITCH 114 INCH PER FOOT 4"PVC WASTE LINE p pp p 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN.COUNTY,STATE AND FOUNDATION WALL TRAFFIC BEARING SILAB 20" PITCHY INCH PER FOOT _ FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL _-6 FLOW LINE _ 6"PVC WASTE LINE TO SEPTIC TANK 6' FLOW LI E 2 UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. INV EL.27.0 PITCHY,INCH PER FOOT INV EL.24.6 ^- 8" 20 ` 24"FAIN.CAST IRON PIPE INV EL. 24.3 � � ao INV EL.23.8 INV IEL.26.75 :F; a q• ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS AS EXTENDING THROUGH z w 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND INV EL.2625 a PROVIDE A CLEANOUT AT o <► FOUNDATION WALL .� o INV EL.23.7 Jo APPROVED BY THE SCDHS. IN THE EVENT POOR LEACHING MATERIAL IS SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER THE FACE OF THE BUILDING 44'� LL ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL AND CONDITIONS SHOWN ON THE PLANS. a ;o w BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED. -r B'MIN. t� EL.11.7 8. ALL PRECAST STRUCTURES SI IALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. NEW 4"SANITARY KITCHEN "' _LU _ WASTE PIPE FROM BUILDINGN V DIAMETER 4" - 4" z 9. SANITARY PIPE 70 BE SDR-35 PVC ORAS SPECIFIED ON PLANS. BAFFLE WALL AND GREASE TRAP MONOLITHIC UNIT I $'DIAMETER _ PITCH 114 INCH PER FOOT T 1 r in 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO HIGHEST EXPECTED GROUNDWATER ELEVATION EL.5.4 PER USGS MONITORING WELL NO.S16780.1 SUFFOLK COUNTY TYPE PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND '- $'DIAMETER PROPOSED PRECAST SEPTIC TANK DETAIL FINISHED CAPPED OR PLUGGED MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM PROPOSED LEACHING POOL DETAIL GRADE ADJUSTABLE CASTING TOO GRADE TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". PROPOSED PRECAST GREASE TRAP DETAIL APARTMENT SANITARY SEPTIC SYSTEM PROFILE 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. N.T.S. ADJUST TO GRADE WITH N.J.SHALE RED BRICK&MORTAR(MIN.OF TWO 12, LOT AREA:53,962 S.F.OR 1.239 ACRES COURSES&MAX.OF 15") HEAVY DUN LOCKING CAST IRON HEAVY DUTY LOCKING CAST IRON HEAVY DUTY LOCKING CAST IRON 4"LAYER OF STONE COVERS TO GRADE(TYP.) INSTALL DUMMY RINGS OR DOME COVERS TO GRADE(TYP.) COVERS TO GRADE(TYP.) F.F.29.5(CHURCH) MORTAR FROST PROOFING 24"MAX.COLLAR AS NECESSARY TO BRING F.F.31.2(PARISH HOUSE) PROPOSED STRUCTURE TO MORTAR FROST PROOFING MORTAR FROST PROOFING MAINTAIN MIN.4"SEPARATION TRAFFIC BEARING SLABN 1'MIN• MORTAR FROST PROOFING GRADE(TYP.) BETWEEN BRICKWORK AND STRUCTURE CLEANOUT(SEE DETAIL) GRADE EL.28.7 2'MAX. GRADE .28.2 GRADE EL.27.8 GRADE EL.27.5± DEPTH 4"(MIN.CLASS 150 PIPE) TRAFFIC BEARING SLAB 24"► ilk TRAFFIC BEARING SLAB -24"- V MIN- TRAFFIC BEARING SLAB 24'^- V MIN. (AS REQUIRED) PROVIDE A CLEANOUT AT °1AX 7 MAX 2'MAX. INSTALL DUMMY RINGS OR DOME WITH PLAIN END 4"DIA.45°BEND 20' 20" 20" AS NECESSARY TO BRING THE FACE OF THE BUILDING Y0" 4"PVC WASTE LINE co 4"PVC WASTE LINE co 4'PVC WASTE LINE `O �� PROPOSED STRUCTURE TO AND MECHANICAL PITCH Ya INCH PER FOOT f PITCH Ya INCH PER FOOT f PITCHY INCH PER FOOT I JOINT FITTING(D.I.P.) INV EL.26.5(PARISH HOUSE)---- 6^ FLOW LINE � � GRADE(TYP.) INV EL.25.8(CHURCH) :., 3' 3" 24"PAIN.CAST IRON PIPE INV EL.25.5 t 1 8'MIN. 1 EXTENDING THROUGH FOUNDATION WALL q4- Z o INV EL.25.0 INV EL.24.4 INV.EL.23.95 �, 4"X4"X4"WYE BRANCH o INV EL.24.65 rV EL.24.2 WITH MECHANICAL JOINT NEW 4"SANITARY WASTE PIPE 10'MIN.(46.4'h1AX) '� �;0 8' MIN.(32.0'MAX.) 8' MIN.(18.0'MAX.)h1AX) 8' MIN.(20.0'MAX.) INV EL.23.7 FITTINGS(D.I.P.) 'ROM BUILDING AND 6"SANITARY WASTE PIPE FROM GREASE TRAP 4" t- PITCH 114 INCH PER FOOT BAFFLE WALL 47- 4"_ 4^� F FLOW FLOW I 12 DIAMETER LU - 4"MIN.DIA. 4"MIN,DIA. REVISIONS PROPOSED PRECAST SEPTIC TANK DETAIL U LL TYPICAL SANITARY HOUSE CONNECTION w LV ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE EVENT POOR CLEAN-OUT D ETA I L SEP 1 12018 LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. NOT TO SCALE CUTTING RINGS MAY BE REQUIRED. Southold Town Planning Board EL. 11.7 I B'DIAMETER I I V DIAMETER I 8'DIAMETER ( Z S.C.T.M.: DIST.1000 SEC.63 BLK.6 LOT 6.1 NO-S16780.1 HIGHEST EXPECTED GROUNDWATER ELEVATION EL.5.4PER UPRIOPOIFIRST UNIVERSALIST SED DISTRIBUTION PROPOSED DISTRIBUTION PROPOSED LEACHING CHURCH OF SOUTHOLD Scale:AS SHOWN Condon Engineering, P.C. LEACHING POOL DETAIL LEACHING POOL DETAIL POOL DETAIL Plans a^eprepared byCondon Engineering,P.C. I:is aviolatonofthe New York Stale Educat'on 1755 Sigsbee Road Law,A licle 145,Sect o'i 7209,for any person unless acting under the direction of a I tensed Drawn by:JJC 51970 MAIN ROAD (NYS 25) OF Professional Eng nee•,Architect,or Land Surveyor,to alter any item in any way.If an item bearingMattituck, New York 11952 SOUTHOLD, NY CHURCH & PARISH HOUSE) SANITARY SEPTIC SYSTEM PROFILE the seal of an Engineer,Arch`tect, Land Surveyor is altered.the altering Engineer,A•chitect.or (631)298-1986 (631)298-2651 fax NOT TO SCALE Land Surveyor shall affix to the item hisrher seal and the notation"Altered by"followed by his/her Date:7/31/2018 signature and the date of such alterations,and a specific description of the afteration. www.condonengineering.com SANITARY PLAN