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Home My WebLink About1000-61.-1-9.1 A OR Y Lb) A Von . . . . . . . . . . BUILDING 1 BUILDING 2 - - _ BARK MULCH - - - - - - N - - 822 SF - . _.._ . . - . . . - - . . � 64'-711 _ = 64'-7" _ - _ _ - �, _ " - — >m 26'-2" 11'-11" 26'-6" c�- - 26'-2" 11'-11" 26'-6" ' - . . - . • — . — - c� cY c� — — ea — BARK MULCH - - - - BARK MULCH - - BARK MULCH - - - - - - - - - - __ - 102 SF _ - 103 SF 102 SF - _ - _ 4'-011 06'-811 061-811 r Q BARK MULCH BARK MULCH - 33 SF 33 SF r- (� BARK MULCH 295 SF EXISTING WOODED AREA TO REMAIN LO rRECETVEID 1, 9 2022 — Southold Town Planning Board 85'-8" - •I - ® 4'-5" DIMENSIONS + o, c:: 13'-2" _ MATERIALS PLAN 4'-311 ol o — .-- 0 17'-3" o Q N _ DATE: 5/25/2022 c') 1-1 0 O CV . . N SCALE: 1 /8'v _ 1 , ow. ° — @ 24" x 36" sheet 82'-7' -6" . - .7 0 Q Q N ° BARK MULCH 33 SF �0 - 06'-811 ti 0 C OCD r EXI ING WOODED REA r � w SCALE: 1/8"=1'-0" O O 0 - 0 8' 16' i O N 0 Q 0 4'-3" • EXISTING TREE TO REMAIN BARK MULCH 61 SF a DECOMPOSED GRANITE o Q0 447 SF BUILDING 4 CV ' 00 p CO >= N BARK MULCH 27 SF 0 .__ O L Q U) [�RECEJVED is EP 2 9 2022 bout o d Town M Planning BoardLO L Best Management Practices (BMP's) on the Landscape Plan to further protect ground and surface waters: DIMENSIONS + i. The use of native, drought-tolerant plants is required in all landscaping; MATERIALS PLAN ii. Only the use of organic fertilizers where the water-soluble nitrogen is no more than DATE: 5/25/2022 20% of the total nitrogen in the mixture are permitted ; SCALE: 1 /81V _ 1 V=0VV iii. A maximum of 1 b. of nitrogen per 1000 square feet in any one application is required , @ 24" x 36" sheet with a cumulative application of no more than 2 lbs. per 1 000 square feet per year; iv. The application of fertilizer products containing nitrogen , phosphorus, or potassium " between November 1 " and April 1 " is prohibited ; V. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a SCALE: 1/8"=1'-O" new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer o ° 81 16' labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g . 22-0-15. Use of products with 0-67 in the middle or lower is not restricted . Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. An J , TOM TMW W% W% Mo ....... - _..___.-_. __.._.._ ....._........._ ............._.... ......_.......... ..........__ ..._..__._ __.___.. _.�__. ____ ....�.__�. __........- -_..._..- _....._..._.. ._..... ............... ........... ................. .................... ................... ................... . ................ ....... ................... .................. ................... ................ ......... .. ................. ............. ................... ............ ------- ......... ................. ................ ............... -------- ------ .......... S 0 1 O I a BUILDING ° 4 Z Cf) BUILDING BUILDING 1 2 I I Q I L' I Cn LLO I I � V E D i > Lfs P 2 9 2022_. __.-- outhold Town Planning Board � I_ Best Management Practices (BMP's) on the Landscape Plan to further protect ground and surface Iwaters: ° I i. The use of native, drought-tolerant plants is required in all landscaping; � KEY PLAN ° I ii. Only the use of organic fertilizers where the water-soluble nitrogen is no more than ° I 20% of the total nitrogen in the mixture are permitted; ° ° D ° iii. A maximum of 1 b. of nitrogen per 1000 square feet in any one application is required, ° I with a cumulative application of no more than 2 Ibs. per 1 000 square feet per year; I° ° W iv. The application of fertilizer products containing nitrogen, phosphorus, or potassium DATE: 5/25/2022 EXIS ° I between November 1" and April 1" is prohibited; w Wa ODED z I V. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a SCALE: 1 /16�� — 1 =01V AREA G) ® ( new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer @ 24" x 36" sheet labels have three bold numbers. The number in the middle is the percentage of phosphorus ° I in the product, e.g. 22-0-15. Use of products with 0-67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being ° ( established or a soil test indicates it is necessary. ° ( I SCALE: 1/16"=1'-0" 0 16' 32' d p PLANTING LEGEND MATERIALS LEGEND SYMBOL NO. TYPE SCIENTIFIC NAME COMMON NAME QTY CONTAINER WATER HATCH NO. NAME QTY SIZE Q 1. EXISTING TREE TO REMAIN 1. DECOMPOSED GRANITE 447 SF 2. TREE Liriodendron tulipifera * Tulip Poplar 3 Min 2" Caliper Medium — 2. BARK MULCH 1836 SF 3. TREE Juniperus virginiana 'Taylor' * Narrow Eastern Red Cedar 3 15 GAL. Low >M 0 4. SHRUB Aronia melanocarpa * Black Chokeberry 4 5 GAL. Medium n G5. SHRUB Viburnum nudum * Witherod 27 5 GAL. Medium 0 0 6. PERENNIAL Liatris spicata 'Kobold' * Kobold Gayfeather 21 1 GAL. Medium O O Aster novae-angliae 'Pink Victor' .� 0 7. PERENNIAL (syn. Symphyotrichum) * New England Aster (pink) 10 1 GAL. Medium � L O ORNAMENTAL 8' GRASS Carex pensylvanica Modern Contemporary, Rustic 119 1 GAL. Medium .{fir ■ 9 GROUNDCOVER Arctostaphylos uva-ursi Kinnikinnick 5 1 GAL. Low L LARGE SCALE Massachusetts LLO *Pollinator-friendly plant species rRECEIVED i SEP 2 9 2022 Southold Town Planning Board LEGEND DATE: 5/25/2022 SCALE: N.T.S. @ 24" x 36" sheet w \I/ \1/ �/ a1/ �V �I/ �V �V IV �V \V \/ 14/ �V NV \V \I/ d/ qV v V/ �V V \1/ �V � q/ q/ �y. �a' .... .' _J' Nl/ %I/ qV \I/ 1I/ %41 14/ J/ \I/ �I/ qL' \I/ NI/ 1I/ q/ NI/ \I/ J/ 1I/ 1I/ 1V -I/ Ij/ v4' qV %41 qV 1V 14/ NP qY q4' NV qV q/ N!/ \Y q/ \!/ 14/ �41 %V \!/ qV qV 41 J/ 14/ \V NV qV NI/ \I/ qV q/ NV 11/ 1I/ %V 14/ 1I/ 14/ q/ %I/ q/ \V q/ NV \V NV 41 14/ \V \l/ -I/ %V %4/ �!/ NI/ eV \JV NI/ qV qV q/ NV qV \V q/ 1/ 11I/ �V �V 1I/ `I/ qV 14/ \V 1I/ d/ J/ J/ \V J/ 14/ %I/ %4/ J/ 14/ 4- mil/ %t/ %I/ 14/ qV 1I/ \V 41 41 q/ q/ \1/ \I/ J/ \V \V \I/ q/ q/ NV \V 1I/ 1I/ 14/ %I/ \1/ 14/ 14/ 141 \V 14/ Aronia melanocarpa �!/ Juniperus virginiana 'Taylor' �V11, .�. li .1, �V 1I/ 141 141, qI q1, q/ q/ q/ 41 -I/ EXISTING GRASS / 14/ BUILDING 1 EXISTING GRASS BUILDING 2 • �V .V �/ �/ �/ .V �/ .V •V •v .V .V �I/ Tom -V .V �41 .i/ .►, .V .1/ -4/ .V .V Nl0 00 0 0%V \!/ \d/ 1I/ e1/ %I/ 14/ \411 \I/ -I/ q/ >= .V .V \1/ \1/ I V .V \V41 •4/ .I/ .V �� ©**** .0 * 0 � � q/ q/ ./ v/ .i/ %4/ .V .1/ .V I/ Viburnum n u d u m .V .I/ .V 0 14/ .V .V .VG G G G G .V %4/ q/ �+ Arctostaphylos uva-ursi 'Massachusetts' •V .V .V .V .V .V d/ .V •�/ .V •V .V \I/ •V .V .� w N4� � � .V �V •V .V .V .V �V .V � .V .V v/ .V •V .V .I/ .V a `I' EXISTING GRASS14/ � L 41 1I/ .V 41 \V .V q, w 41 q/ q Q � •V .V .V .V .V .V .�. .V Liriodendron tulipifera G Cn G cc EXISTING WOODED AREA TO REMAIN RECEIVED L SEP 2 9 2022 Southo( Town r - G ' Fzzz7z Planning Board 0 ® G , PLANTING PLAN a O q, O 0 0 q/ \1/ DATE: 5/25/2022 o .V .V .V III/ SCALE: 1 /Hvv = 1 v'0vv 0 `4/ -4/ `/ @ 24" x 36" sheet - 0 w 0 Q v/ 0 — c 0 O o � � SCALE: 1/8"=V-0" 0 0 ° 0 0 8' 16' 0 .V .V 0 0 0 0 -G %4, 141 Ij/ 1I/ 1I/ q/ 14 \l/ NI/ %I/ q I \V \V NI/ %V %I/ \V %4/ q/ \1/ EXISTING GRASS %41 %4/ 14/ %l/ N!/ N!/ � N1/ J/ q/ \1/ './ !E/ \i/ 14/ %V q/ %4/ %l/ �L \l/ EXISTING TREE TO REMAIN \I/ J/ .[/ %4/ mt/ Nl/ .I/ N' q/ .!/ J/ ey \J/ \!/ v/ .G/ 4/ 141 �/ EXISTING GRASSAL �/ � � y � 14/ q/ � �/ �/ � 14/ 14 Aronia melanocarpa / tt/ -- / / q/ �, �, �, �, �/ �, 141 �, �, �, \t/ 14/ � � Carex pensylvanica J/ eV 'l/ 14/ \t/ q/ el/ %V '4/ \l/ .!/ BUILDING 4 � Aster novae-angliae 'Pink Victor' p (syn. Symphyotrichum) TOM >= N4/ q/ Z 41 14/ 0 0 Wo ` EXISTING GRASS / 4- Any ■ 11/ 4/ NJ/ 14/ / L L RECEIVED j M SEP 2 9 2022 i Suo thor Town Planning Board Best Management Practices (BMP's) on the Landscape Plan to further protect ground and surface waters: PLANTING PLAN i. The use of native, drought-tolerant plants is required in all landscaping ; ii. Only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture are permitted ; DATE: 5/25/2022 SCALE: 1 /8 v v = 1 V_0 VV ill. A maximum of 1 b. of nitrogen per 1000 square feet in any one application is required , @ 24" x 36" sheet with a cumulative application of no more than 2 lbs. per 1 000 square feet per year; iv. The application of fertilizer products containing nitrogen , phosphorus, or potassium N between November 1 " and April 1 " is prohibited ; V. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a SCALE: 1/8"=V-0" new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer 0 81 16' labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g . 22-0-15. Use of products with 0-67 in the middle or lower is not restricted . Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. i i - y ' 2 F- N/O/F PROJECT StiSl �< w F M R C LLS LOCATION �oPo �o NEIGHBORHOOD �P�� 90 ` SHOPPING CENTER PUBLIC WATER LOCATION MAP U EXISTING POURED CONC. PROPOSED TYPE"U"OR"A" S29°30 30"E (DEED) SIDEWALK,DRIVEWAY, CURB I S29°46'DO»E BICYCLE RACK z z S29°38'30"E (ACTUAL) AND CURB CUT TO REMAIN LO ' 165.08 N FE. 0.8'N CHAIN LINK FENSE ON CONCRETE CURBING CH AI LINK FENSE ON CONCRETE CURBING 303.53 0 ov CM FE. 0.7'N CHAIN LINK FE. T C 0.3'N LLJ 1 m m PROPOSED 4'WIDE w z PROPOSED ASPHALT N N ex..�ONCRETE�DWY �S POURED CONC. i 26.0' 26.0' o m !^ 2ND FLR DECK m 2ND FLR DECK PARKING 1.3' ,.3' 29.7' Q O �/J SIDEWALK TYP. 1 --_------ _ -__ _ --__ __------_ _ 19.0' 7.s' E4�01 w - ( J --------- ------------- ----- ------- ---------- --------------------------- BUILDING#449 . 10.7 Q 35.9 IN I PROPOSED riEX.2 STY.FR.HOUSE o0m PROPOSED BUILDING #1 PROPOSED BUILDING #2 , ONDSCAPE AREA 19.a FF EL.35.9 ND STY , PROPOSED ASPHALT I ~ 2-STORY 64'x 27.58')3,554 GFA 2-STORY(64 x 27.58)3,554 GFA ' 2 2-850 SF APARTMENTS N r W ( I u OVER PORCH U F.F. 36.5 20. F.F. 35.7 I zz.o s.o' - 1,979 GFA C3 e� = l_ PARKING ' :Lj Q 4-810 SF APARTMENTS I CONCRETE I UNFINISHED CELLAR N CONC. WALK z (p Q Q Q ■ 1 4-810 SF APARTMENTS I 1.3 o ' �'' UNFINISHED CELLAR ' FE. END 0. PORCH 29.4' U MF STOP UNFINISHED CELLAR i _ T L Q - 696 I GR. MON. �� PICK U cry 0 HOUSE 215. 48 ' R1-1 2s.r 26.7 26.r zs.r I Y N29°40 30 W FE. END 0. 'N >. I . J v11.G v11s' � U 1. 1.6'X 3.0 ROOF OVER w W .� p " n " " 6'X 3 0'ROOF OVER Y _._....._...... ._ _.........._.. _............. .. ..... ..... ...._.......... ._...... - . . I PROPOSED TYPE U OR A L.L 11Ar' _... _..._ ...::: ..:::::: :::::.a ..... :::. a ::::.:...:::.::.:::: :.:::::: J ..1.. I tom.:. - I : ....... ...... .. .... . .... _. ... . I Q _ -=..: ....... .. ..._ .......................................... ........ ........... ... ...... .. .. ...:::: _.. ... . OSED POURED a I � z ~ ' CONC. SIDEWALK(TYP.) i w(^ RACK Wwr Lo�\1J' U C N z zA W Li W 6 _b O N N/O/F C) 9.01 Q p TYP TYP 53245 MAIN ROAD CORP cc > > 15 I �10 DWELLING I G R5.0 .,, PUBLIC WATER I PROPOSED ASPHALT o ' CM N29'53'50"W N N I PROPOSED POURED PROPOSED POURED PARKING 5° 6 7. 01 ' ap LEGEND EXISTING PROPOSED CONC. CURB(TYP.) 190 i O S30 016'00"E i CONC.SIDEWALK(TYP.) I _..._.. . . .... _... . . .. . .. ..... . .. . .. � ....... w ASPHALT PAVEMENT W ....::::: I R15o' O b (TOWN SECTION) 4. 96 _ R29 LO I I e-► ASPHALT PAVEMENT(TOWN ROW SECTION) . . . . .�: MF PR POSOD OU E 140.6' .. .::: 4• CONCRETE SIDEWALK YELLOW LINE I 172 ............ . ........... 4.1' a:o• 6.0' � I � I CONCRETE PAVEMENT a �. o PROPOSEq 12" i I PROPERTY LINE PROPOSED 4 WIDE 1 0. . . I FE. END 0.5'S POURED CONC. ' WIDE STOF{BAR c o o i 91 WOODSLINE `MJ SIDEWALK(TYP.) PROPOSED 10'WIDE X 12' Ra.o �� z o N D HIV UTILITY POLE PROPOSED 5'X 5'POURED i DEEP DUMPStER ENCLOSURE _ cn Z �� Q m I SIGN x I POLE MOUNTED LIGHT � CONC.SIDEWALK(TYP.)1 i = y T Iv 45.3' lj DW Ao - lJ' M ry r' 1M WALL MOUNTED LIGHT Q 111 WOODED AREA R4V O U)z LL (TO REMAIN UNIJISTURBED) � z p 1 w 8.0 z O � w (n W 5 A c, , - - - - - - - - - - 1 I oT W D w I W " 11w � A N 22.0 19 HORTONS LANE 19.0' .0' S.o' 4.0' � 8•g v ' I 27.58' I 16.9' r^ ---------- 'A EDGE OF ASPHALT m ------- ----------_ FE. END 0.1'S zo PROPOSED WATER USAGE: N/O/F LJZF. DOMESTIC WATER USE: 3,150 GPD(8.8 GPM PEAK FLOW) I RELOCATED STOP SIGNILI TOWN OF SOUTH OLD LPROPOSED TYPE"U"OR"A" ESTIMATED FIRE SPRINKLER SYSTEM: GPM PUBLIC WATER BICYCLE RACK SITE PLAN ESTIMATED IRRIGATION USE: 20 GPM(PLANTINGS TO BE MOSTLY NATIVE) SCALE:1'=20'-0' NOTE:WATER SUPPLY/FIRE PROTECTION TO BE CAPABLE OF PROVIDING 1750 GPM FOR 2 HOURS OR AN AUTOMATIC FIRE SPRINKLER SYSTEM PLUS HOSE ALLOWANCE WHICH EVER IS GREATER. SITE DATA TABLE PARKING CALCULATIONS PARKING REQUIRED: I OWNER/APPLICANT: HC NOFO LLC 14 AFFORDABLE HOUSING UNITS=2 PARKING STALLS PER UNIT PO BOX 869 2 STALLS PER UNIT X 14 UNITS=28 STALLS SOUTHOLD,NY 11971 646-237-4183 PARKING PROVIDED: SAHP@horcap.com 28 PARKING STALLS PROVIDED(INCLUDING 4 HANDICAP ACCESSIBLE STALLS) C_0_)UP ZONE HB-HAMLETBUSINESS(AHDPROPOSED) ZONING COMPLIANCE TABLE (AHD ZONE) JIMAR CEIVED REQUIRED PROVIDED USE OF PROPERTY AFFORDABLE HOUSING UNITS 1. 0 2022 BUILDING HEIGHT 35' <35' out old Town AREA OF SITE 48,707 S.F.OR 1.12 ACRES Planning Board AREA OF BUILDINGS(TOTAL) 13,660 S.F. FRONT YARD 35' 35.0'(PROP.BLDG.)(29.4'EX.BLDG 4) REAR YARD 35' 69.6' PERCENT LOT OCCUPANCY 28.0% AREA OF PAVING(INCL..WALKS) 16,041.33 S.F.(32.9%) SIDE YARD 15' 15.0'(8.9'TO(REAR EGRESS DECK) MIN.LOT AREA 10,000 SF 48,707 SF 3/8/22 TOWN PLANNING COMM. AREA AND PERCENT OF NATURAL 2125/21 TOWN PLANNING COMM. VEGETATION PERMANENTLY TO REMAIN 5,341 S.F.(10.9%) BUILDING AREA 30.0% 28.0% REVISIONS LANDSCAPE COVERAGE(INCL.NATURAL AREA) 19,006 SF(39.0%) MIFDU TENANT OCCUPIED UNITS(850 SF MAX.) 3,300 SF/UNIT 3,479 SF/UNIT(14 UNITS) AREA OF DISTURBANCE 42,772 S.F.(0.982 ACRES) 1. POSTAL DISTRICT: SOUTHOLD 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 SCHOOL DISTRICT: SOUTHOLD UFSD under the 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 Surveyor is altered,the altering Engineer,Architect,or Land FIRE DISTRICT: SOUTHOLD FD Surveyor shall affix to 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 - ELECTRICAL SERVICE: PSEG of the alteration. S.C.T.M.: DIST. 1000 SEC.61 BLK. 1 LOT.9.1 WATER SERVICE: SUFFOLK COUNTY WATER AUTHORITY. SOUTHOLD AFFORDABLE GAS NATIONAL GRID Scale:AS SHOWN Condon Engineering, P.C. (HOUSING PROJECT C=1 Drawn by:JJC 1755 Sigsbee Road 53315 MAIN ROAD (NYS 25) OF Mattituck, New York 11952 SOUTHOLD, NY Date: 1/21/2021 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com DIMENSIONAL SITE PLAN DRAINAGE CALCULATIONS: N/O/F THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" M R C LLS RAINFALL. STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS PROVIDING 42.24 CF NEIGHBORHOOD PER VERTICAL FOOT OF STORAGE AND PRECAST LEACHING GALLEYS PROVIDING 32 CF PER VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED ON THE FOLLOWING SHOPPING CENTER RUNOFF COEFFICIENTS:ROOF 1.0,ASPHALT PAVEMENT 1.0 AND LANDSCAPING 0.20. PUBLIC WATER PROPOSED SEWAGE DISPOSAL SYSTEM NO.4 DRAINAGE AREA"A" (BUILDING#3 PARKING AREA) I STORAGE REQUIRED: U ROOF/PAVEMENT AREA: 4,810 SF X 1.00 X 2"M 2= 801.7 CF o PROPOSED SEWAGE S29°30'30"E (DEED GALLEY E-1-E-2 I ' ^ LANDSCAPE AREA: 4,038 SF X 0.20 X 2"/12= 134.6 CF I S29°46'00"E DISPOSAL SYSTEM NO. S29°38'30"E (ACTU L) ) I V , 936.3 CF (8'-6"L X 4'-9"W X 11'-0"DEEP 165. OS I V 936.3 CF 142.24 CFNF=22.2 VERTICAL FEET REQUIRED f �< 6 FE. 0.8'N 303.53 0 0 CM FE. 0.7'N \ CMF 0.3'N CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING U U CHAIN LINK FE. , T EL.31.4 n/ STORAGE PROVIDED: EL.36.7 GAS 4 C.O. C.O. \C 0 TOP WATER EL.29.2 C.O. 3a.3 L,j� W 8"0 PVC�1.9% ....... . . . . .. s o , o l 8"0 PVC 1.77% z EL.31.2 INV 3�3 \ l o o I. a USE 3-8 0 DRYWELLS-8 VF EACH=24 VF>22.2 VF 1 INV \ \ TESTHULE#2 N EX... DWY N I - \ INV 33.3 INV 32.1 BOT.DRAIN EL 30.7 " ; \ za.o' 1�10 zaa 35 \ \ _ _ 3____ _ s = Q ^V DRAINAGE AREA"B" (BUILDING#3 REAR ROOF) 1 2ND FLR DECK m 1.3 ) ____-- -____-- �35.2 4.0• BUILDING#4 STORAGE REQUIRED: \ 3sa''r------ - -Q----- ----- --------- 36.0 - -- ---- ------ / TEST LE _ Q 352 , , - ri . I EX.2 STY.FR. HOUSE co 3 a m w - z DECK/ROOF AREA: 1 156 SF X 1.00 X 2"/12=192.7 CF PROPOSED SEWA E 11 I r• e l 'PRopbSED BUILDING #2 ( �_ / I I GAS GASF -GAS-GAS G S p _ PROPOSED BUILDING #1 I o;l �•, / ( - \ _ _ : \ ( I I Ln FF EL.35.9 D�STY o IZ' LANDSCAPE AREA: 1,278 SF X 0.20 X 2"/12= 42.6 CF DISPOSAL SYSTEM N0.1 o I 1 �1 2-STZ? Y(64'x 27.58')3,554 GFA / / - 2-850 SF APARTMENTS N I U 0 2-STORY(64 x 27.58)3,554 GFA , eU _ __ �� . u N i0 R PORCH � L1J 235.3 CF I I 0 vl \ F.F. 35.7 • _��. • ...1�^ \.• • L_ 1,979 GFA a (jF.F. I> >I O I N CO C. WALK z tp Q F- ■ o I Q • • 4-810 SF APARTMENTS r I a. al 4-810 S"PARTMENTS �� - _ UNFINISHED CELLAR o Q . . . .- _ - _ 1.3' I U Q � 235.3 CF 142.24 CFNF=5.6 VERTICAL FEET REQUIRED \ 1 \� 36 I a, _�� UNFINISHE D CELLAR O 34.6 �J FE. E`1D' 0. �'-' '- 29.4 U 0 UNFINISHED CELLAR I �. � �-�t 34:5 - ___________________ \ I i �, • .--- TOP WATER EL 31.0 i r I \\ �� ° • • I ICKE °q I < _ C. U STORAGE PROVIDED: �J J o I zs.z BOT.DRAIN EL 32.8 r i I I \ ° ' " EL.31.5 USE 1 -8'0 DRYWELL-6 VF EACH=6 VF>5.6 VF 0 36.0. V 11.6' .36.o I + 26.z V 11.6' 26.7 1 5.7 Y N29 40 30 W FE. END 0.2'N II / ; w HOUSE DIRECT RUNOFF IN 215.48 I J m DRAINAGE AREA"C" BUILDING#1 PARKING AREA • • \ 1.6 X 3.0'ROOF OVER I \35.7 1.6-X 34 ROoF oVER E D CURB o I > � \ � 1 � TC 35.7 \ / � �- ( ) \ C 36.st I \ ` a BC 35.2 \� �. I O DRIVEWAY TO INLETS Q STORAGE REQUIRED: �' \ I \ TC36.0 TC36.35 TC35.9 Z ROOF/PAVEMENT AREA: 6,667 SF X 1.00 X 2"M2=1 111.2 CF W 33 BC 35.5 I TC 35.7 BC 35.1 �- C 3 , `� DRYWELL C-3 BC 35.85 BC 35.4 I BC 35.2 ; \ r >. , N z LANDSCAPE AREA: 8,523 SF X 0.20 X 2"/12= 284.1 CF \ > \\ 8'0 12'DEEP DRYWELL BC35.6 i I I I �` i • ° ��y I N N N/0/F 0 1,395.3 CF W \ -�\ ��\ RIM 35.4 �� BC�9 / O :O O 1,395.3 CF 142.24 CFNF=33.1 VERTICAL FEET REQUIRED \ o �, TC37.3 ( I INV 31.0 II 3s -35_ 53245 MAIN ROAD CORP Qf BC368 \ • .... .... .. .� / > \ I TC36.0 \ ��5 < TC35.5 �\ J DWELLING I STORAGE PROVIDED: Qv \ I BC 35.5 I \ T 35.9 o C 35.0 . . .L PUBLIC WATER I USE 3-8'0 DRYWELLS-12 VF EACH=36 VF>33.1 VF "< \ 8.35.4 I EL.34.8 Iry CMF N29°53'S0' PROPOSED SEWAGE DRAINAGE AREA"D" (BUILDING#2 PARKING AREA/BLDG#2) EL.35.7 DISPOSAL SYSTEM NO. +I � TC36.5 Tc�.� I ( o STORAGE REQUIRED: BC 36.0 ,n BC 35.8 6 7. 01 " GAS-GAS G GA GAS GAS-GAS �G S GAS GAG DRYWELL D-3 35 00 ROOF/PAVEMENT AREA: 7,266 SF X 1.00 X 2/12= 1,211.0 CF >' » �J \ S30 16 00 E � '�x,o'DEEP DRYWELL � Ln� LANDSCAPE AREA: 1,535 SF X 0.20 X 2"/12= 51.2 CF v� W. \ 1w�3 ® I-I----u RIM 34.5 TC 35.7 1,262.2 CF 4. 96 _ J f 1 IN„30.0 BC 35.2 1,262.2 CF 142.24 CFNF=29.9 VERTICAL FEET REQUIRED o - -- - --•-•-•-•- -- --- •-•-•-•- -- -- - TF ..-•- -. Bc3sa F •BC 37.3 \ o DRYWELL D-1 D-2 \ DRYWELL C-2 BC .8 \ rso 3s.a O I STORAGE PROVIDED: END CURB .,� DRYWELL C-1 8'0 X 12'DEEP DRYWELL \ GAS As I e► 8'0 X 10'DEEP DRYWELL , L._._.-._._._. \ I USE 3-8'0 DRYWELLS-10 VF EACH=30 VF>29.9 VF k . RIM 34.8 BC37.3t i0 8'0X 12'DEEP DR M 35.2 RIM 35.2 3s2 <. TC bo- - DRAINAGE AREA"E" BUILDING#4 PARKING AREA ILL] RIM 35.2 INV 31.0 >._ BC 35.5 \ N INV 30.0 =I j FE. END 0.5'S o I INV 31.0 DRYWELL A-1 BC 35.s \ ( ) 3s.r O O STORAGE REQUIRED: I \ 8'0 X 8'DEEP DRYWELL C RIM 35.1 TC36.1 \ Z OD ;U 'O I� ROOF/PAVEMENT AREA: 4,194 SF X 1.00 X 2712= 699.0 CF j TC 36.5 BC 35.6 Z O N D I�'N i \ INV 31.0 BC 3s.o Tc 361 I Z i BC 3s.6 ? +� IT1 DRYWELL A-3 = T p I I 699.0 CF 132 CFNF=21.8 VERTICAL FEET REQUIRED \ of \\ 8'0 X 8'DEEP DRYWELL TC 35.9 4 rrl -U W N BC 35.4 36. G N t7 > STORAGE PROVIDED: \ U \ RIM 3 n � iv w C I USE 2-LEACHING GALLEYS-11 VF EACH-22 VF<21.8 VF i \ INV 311..00 TC 36.1 K .� r 10 WOODED AREA I BC35.6 m � 0 i \ \ \ (TO REMAIN UNDISTURBED) DRYWELLA-2 v, " G) D 18� � - - - - - - - - - - \\ 10 \��\ I 8'0 X 8'DEEP DRYWELL \��` > CA>t I w \ RIV31.0 N HORTONS LANEINV 31.0 ` �� A i N \ JZ�BC 366 TC35.9 C 361 TC 36.1 BC 35.3 TC 35.8 BC 35.4 ` \ STOP SIGN \ BC35.6 36.0 27 35.8 (f) LEGEND EXISTING PROPOSED EDGE OF ASPHALT \ ------ ------ Bc3s.a .36, FE. END 0.1'S EL38.4 -----__ \ TC36.2 _______�___ -_--__ - o DRYWELL-SOLID COVER TO GRADE \ \ BC 35.7 -------------- EL.36.3 0 > » � DRYWELL-GRATED INLET TO GRADE \ I N29�5610W 18 N/O/F _• , \\ I TOWN OF SOUTHOLD DRYWELLB-1 SITE PLAN CLEANOUT C.O. \ PUBLIC WATER 8'0 X 6'DEEP DRYWELL SCALE:1"=20'-0" TEST HOLE #1 DATA I/A TREATMENT TANK Co McDONALD GEOSCIENCE o a \ 0411712018 ® LEACHING POOL W/SOLID COVER TO GRADE GENERAL NOTES EL. 34.4' ROOF DRAIN _____________ 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD, DARK BROWN LOAM OL DRAINAGE PIPE D THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION AS REQUIRED. 1 SANITARY SEWER 2. TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY BY PECONIC LAND SURVEYING. CONTOUR - - - 35 - - - 35 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE BROWN SIL T ML SPOT GRADE 35.9+ CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY TOP/BOTTOM CURB TC 35.9 IN THE FIELD. 8 ec s5.a\ FLOW ARROW 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, PROPERTY LINE STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. `-J�-�� IJLJLJLJU 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. WOODSLINE BROWN FINE TO MEDIUM UTILITY POLE 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES SAND SP SIGN RECEIVED AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE �- _! BURIED ON-SITE. POLE MOUNTED LIGHT �-- MAR 10 2022 7. ALL ROOF DRAIN LEADERS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN 17' WALL MOUNTED LIGHT p LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DRAIN LEADERS. NOTE.• NO WATER ENCOUNTERED Southold Town Planning Board 8. 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 CONDITIONS SHOWN ON THE PLANS. /t 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. TEST HOLE #2 DATA McDONALD GEOSCIENCE 10. ALL DRAINAGE PIPING MATERIAL TO BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN 0511912020 ® 3/8/22 TOWN PLANNING COMM. APPROVED EQUAL. INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 15"DIAMETER AND ROOF DRAIN PIPE SHALL BE 6'OR AS NOTED ON 2/25/21 TOWN PLANNING COMM. PLANS. ALL PIPING TO HAVE MINIMUM 2'OF COVER. EL. 33.0' REVISIONS MIXED SAND, LOAM, GRAVEL OL 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF 0.5, 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 TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 12.GAS SERVICE TO BE COORDINATED WITH NATIONAL GRID. BROWN SIL T ML 13.ELECTRIC SERVICE TO BE COORDINATED WITH PSEGLI. 3' ZZ, 14.INTERNET AND TELEPHONE TO BE COORDINATED WITH VERIZON OR OPTIMUM. 15.THE CONTRACTOR SHALL EMPLOY THE APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES ALONG THE MAIN ROAD S.C.T.M.: DIST. 1000 SEC.61 BLK. 1 LOT.9.1 (N.Y.S.25)AS REQUIRED. PALE BROWN FINE SAND SP SOUTHOLD AFFORDABLE Plans are prepared by Condon Engineering,P.C. ft is a violation of the Scale:AS SHOWN Condon Engineering, 16.ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT. New York State Education Law,Article 145,Section 7209,for any P.C. HOUSING PROJECT C=2 person unless acting under the direction of licensed Professional Y 1755 Sigsbee Road 53315 MAIN ROAD (NYS 25) 17. THE CONTRACTOR TO CLEAN EXISTING DRAINAGE STRUCTURES ALONG AND IMMEDIATELY ADJACENT TO THE ROUTE 25 SITE FRONTAGE AT Engineer,Architect,or land Surveyor,to after an item in an way.If an Drawn by:JJC THE COMPLETION OF CONSTRUCTION. 0 23 item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 SOUTHOLD, NY altered,the aftering Engineer,Architect,or Land Surveyor shall affix to 18.ALL SIDEWALK SURFACES SHALL BE GIVEN A SLIP RESISTANT TEXTURE. A COARSE BROOM BROOM FINISH PERPENDICULAR TO SIDEWALK the item his/her seal and the notation"Altered by'followed by his/her Date: 1/21/2021 (631) 298-1986 (631)298-2651 fax NOTE.• NO WATER ENCOUNTERED signature and the date of such alterations,and a specific description of www.condonenginee6ng.com GRADING & DRAINAGE PLAN SLOPE IS ACCEPTABLE. the alteration. Oo NIN_I •(�� 9G y ;- y = N/O/F PROJECT `ads ec% �� r E M R C LLS LOCATION .� NEIGHBORHOOD SHOPPING CENTER PUBLIC WATER LOCATION MAP u I R2S-WM R2S-WM S29°30'30"E (DEED) R2S-WM I I S29°46'00+" + + MH $ + + + + + + + MH 8 + z Z S29°38'30"E (ACTUAL) 0.1 0.1 + 1 MR s + I � o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0 0.0 0.0 °f 5.108 N FE. 0.8'N 303.53 0 o CMF FE. 0.7'N CMF 0.3'N CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING (> U CHAIN LINK FE. �� LLJ 0 0. 0. .0 .0 0.1 0.3 0. 0.2 0.0 0.0 0.0 0.0 0.1 0.3 .4 0.2 0.1 0.0 0.0 + 0. 0.0 D LL 1 2.9 2.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.0 0.1 0.2 0.3 0.7 1.3 +1. 2.8 +3.5 4.5 4.5 +3.6 3A "z�E�2��1cORE.� �1NY � � � ■ F- + + Q 0.0 Q,Q 0,1 0.3 0.4 0.4 0.5 0.6 0.6 0.6 0.5 +0.4 0.3 0.2 0.3 0.4 +. + 3 Q 0. 0.'Q J 0.0 0.0 0.0 0.1 0.8 2ND FL DECK m 0.3 0.0 0.0 0.4 .6 2ND FL DECK m ,, ,. -7' C� w + + + + + + + + 4 0 10 3 BUILDING#4 �' 0 z 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.5 0.3 0 0. 76J .0 0.0 +0.0 0. + Q + + + ° + + PROPOSED BUILDING #2 + ,� I EX.2 STY.FR.HOUSE - PROPOSED BUILDING #1 + + + + + + + + + + + + + 11 + 10. .0 0.0 0.0 0.0 Q Q Q, 0.0 Q,2 1.0 1.4 1.4 1.5 1.7 1.8 1.8 1.6 1.4 1.5 1.3 0.7 0.3 I 1 .1 � I FF EL.35.9 ts*o 0.0 0. O O ' 2-STORY(64'x 27.58')3,554 GFA 2-STORY(64 x 27.58)3,554 GFA 2-850 SF APARTMENTS N U O + + + u OVER+PO%CH Lj U ;� F.F. 35.7 m 1.1 1.s 2.0 2.1 2.2 2.3 2.3 z.z 2.1 1.8 1.a o.8 0.3 .0 1,979 GFA o.o o. + fY] 2 I- Li F.F. 36.5 1 N CONC. W LK ■ i+ + Q 0 + + + 4-810 SF APARTMENTS + + 4-810 SF APARTMENTS r + + + UNFINISHED CELLAR CO 0. 0 9... 0.0 0.0 0.0 0.0 0. 0.0 0.1 os 1.a 1s 2.z 2.o z z.o z.1 z.1 1-s 1.1 a7 0.3 1.3' o.o o. o p UNFINISHED CELLAR UNFINISHED CELLAR FE. END 0. 29.4' � n w F . < 3: 'o + + + R3S-WM + + R3S-WM + + + Pic U ��^^ GR. MON. O V! 1 0. .0.� 0 0.0 0.1 0.1 26.r �MH: 8 26.r 0.0 0. 26.r MH: 8 26.r 0.0 0.0 v HOUSE ° 'Z ' 'w FE. END 0.2'N m + 1.6 X 3.0 ROOF OVER + 1.6'X 3.0 ROOF OVER w Q R•3 S 215.48 � D = o + .. •Q + + + + + + + + + + + + + + 9 0.1 0.0 MR i _j W ~ J F + + + + + + + + + + + + + (0 N z z 1 + + 0.3 .4 0.9 2.0 2.6 2.1 1.2 0.3 .3 0.2 0.6 1.7 2.4 2.8 7 .6 + + (V / / o W Q,QLJ 0.1 0.3 R4FS 0.1 0.0 N 0 F U � MH: 1 0 + MH: 15 � 53245 MAIN ROAD CORP j + + 0.5 .6 0.6 0.7 0.7 0.8 1.0 1.0 1.0 1.0 0.9 0.5 0.6 1.0 1. •5 0. 0.0 DWELLING PUBLIC WATER n/ 1 0.2 0.5 0.9 0.9 0.9 0.9 0.7 0.7 0.8 0.9 0.9 0.9 0.7 0.4 0.5 0.8 1.3 •3 11 N29°53'50"W �- + + + + + + + + + + + 6701 1 0.2 0.7 1.0 0.9 0.9 1.0 0.8 0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.4 0.8 1.6 •5 0.10.0 o S30°16'00"E ' LO + + + +A !R + + + + + + + + + + + + + w 4.96 1 QQ + + Q' ' + 1 • .4 0.4 0.4 0.4 0.4 0.3 0.3 0.7 1.2 .2 0.00V MF •0 + + + + 0) + 0.1 + + + + + + + + 0.3 0.3 0.3 0.3 0.3 04 D • 02 10' w 0.0 0.0 0.0 0.1 0. 0.1 0.1 0 R4FS + + + + N + -' 0 0.5 0.4 0.4 0.6 to "° + END 0.5'S • MH: 15 + .� -1 0 0.9 :0 0.0 C , 0 O + 0.9 0.9 0.8 0.5 0.4 1.4 Zo � N ° N + 0.2+ ' 0. 4.a Fn a'n „ .1, m zv 2.0 0.1 I 1 R4FS + a + _ L x v -,i MH: 15 1.1 1.0 0.8 0.5 0.4 1.9 oy � � W r- m + 0.3+ + s 0 ;U 00 - v 0.1 U 0. r1, --I `: r m R2S-WM I WOODED AREA r- m W v_ + MR 8 1.0 1.1 0.8 0.5 0.3 1.6 Dz 0.2+ (TO REMAIN UNDISTURBED)LL 0.1 0 U) G) e.� 2 0 w o + + + + + + g N D w + Qa1 +� 1.0 0.9 0.8 0.5 0.3 1.0 aN 1.0 i +0. p MR � N HORTONS LANE TP 0.7 0.7 0.5 0.4 0.3 0.2 MH. 8_� + 0.0 STOP SIGN +Q 0.1 + 1Y2"GALVANIZED RMC EDGE OF ASPHALT ------------- _ FE. END 0.1'S IN CONCRETE O.O O.1 O.1 ------------- INSTALL IN CENTER OF FOOTING ------- _ _ AND TIGHT TO EACH OTHER 24„ SEE POLE MANUFACTURER'S SPEC. N/O/F 'T WARNING TAPE I TOWN OF SOUTHOLD SITE PLAN 30"-INPARKID AREAAREAS 12"ABovECABLE PUBLIC WATER SCALE:1'=20'o• 2"IN LANDSCAPED AREAS \ G \ � GRADE \ i i \ i i\\ NOTES: / 1. THE FIXTURES ARE TO BE MOUNTED ON THE FOUNDATIONS \ .�� SHOWN IN THIS DRAWING. . \\/X \�� PROVIDE 6"OF SAND 2 SEE SHEET L-105 FOR SITE LIGHTING POLE AND LUMINAIRE ABOVE AND BELOW DETAILS. PVC SCHED 80 \� �/\\�j a �//�// PVC SCHED CABLE 3. ALL FIXTURES ARE TO BE INSTALLED ON CONCRETE SEE DRAWING FOR SIZE AND FOUNDATIONS AS SHOWN ON THE SITE PLAN OR AS SHOWN ON QUANTITY OF CONDUCTORS 9 SEE DRAWING FOR SIZE AND THIS DRAWING. Luminaire Schedule QUANTITY OF CONDUCTORS Scene: pole 4. ALL CONDUCTORS ARE TO BE COPPER THHW,THHN. 5. ALL CONDUIT RUN BELOW GRADE IS TO BE SCHEDULE 80 PVC Symbol Label Qty Arrangement Manufacturer Description Mounting Height Lum.Watts LLF Lum.Lumens Total Lumens (4)N0.5 REBAR (RNC), ALL CONDUIT EMBEDDED OR PASSING THROUGH CONCRETE IS TO BE GALVANIZED RIGID METAL CONDUIT(RMC). B�E] R3S 1 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-M-PLED-III-M-24LED-350mA-27K-HS 12' 28.2 0.920 2543 2543 6. LIGHT POLES AND LUMINARIES TO BERATED FOR A 130 MPH e CONCRETE IS TO BE ULTIMATE GUST AS REQUIRED BY CODE. R4S 1 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-M-PLED-IV-24LED-350mA-27K-HS 15' 28.2 0.920 2626 2626 I a,000 PSI AFTER 28 DAYS R4FS 3 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-M-PLED-IV-FT-24LED-350mA-27K-HS 15' 28.2 0.920 2481 7443 f- 24- R2S-WM 4 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-WM1-PLED-II-20LED-350mA-27K-HS 8' 21.4 0.920 2062 8248 POLE BASE DETAIL NOT TO SCALE E] R3S-WM 3 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-WM1-PLED-III-M-20LED-350mA-27K-HS 8' 21.4 0.920 2085 6255 27,115 TOTAL SITE LUMENS 3/8/22 TOWN PLANNING COMM. (28,000 LUMENS PERMITTED) 2/25/21 TOWN PLANNING COMM. REVISIONS Calculation Summary U.S. ARCHITECTURAL & SUN VALLEY LIGHTINGRECEIVED :G : ;- Scene:pole 660 W. AVE. 0 MAR 10 2022 Label CalcType Units Avg Max Min Avg/Min Max/Min pgLMDALE, CA 93551 Southold Town Entrance Areas Illuminance Fc 4.33 4.8 3.8 1.14 1.26 Planning Board t' Front Lot Illuminance Fc 1.28 4.5 0.0 N.A. N.A. (661) 233-2000 �!. Property Line Illuminance Fc 0.07 1.6 0.0 N.A. N.A. S.C.T.M.: DIST. 1000 SK.61 BLK. 1 LOT.9.1 Rear Lot Illuminance Fc 0.78 2.8 0.2 3.90 14.00 SOUTHOLD AFFORDABLE Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering P■C. HOUSING PROJECT Spill Illuminance Fc 0.00 0.1 0.0 N.A. N.A. New York State Education Law,Article 145.Section 7209,for any t;w3 person unless acting under the direction of a licensed Professional 1755 Road Si sbee Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an Drawn by:JJC g 53315 MAIN ROAD (NYS 25) OF item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to SOUTHOLD, NY Mill the item his/her seal and the notation'Altered by'followed by his/her Date: 1/21/2021 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description of WWW.condonengineedng.cot71 the a LIGHTING PLAN lteration. EROSION CONTROL MEASURES 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE NYSDEC,DURING THE COURSE OF CONSTRUCTION,CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE Cl U Z TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES,DRAINAGE CONCRETE WASHOUT S29°3O'3O"E (DEED) i INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE �� • > » , ^ DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE I S29 46 00 E PROPOSED SILT FENCE ALONG nOCMF�FE. S29 38 30 E (ACTUAL) V , FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: �< = LIMR OF DISTURBANCE LINE 303.53' 165. 08 FE. 0.8'N zo 0.7'N CMF 0.3'NCHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE RBING (42,772 SF) CHAIN LINK FE. -� EL.31.4 W - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN EL.36.7 \I GAS 4 - \ ..... . .. . . ..I. . . . . . .. . W UNDISTURBED. of \ �... ........ .... .... o I. e 3 I Z EL.31.2 - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF TEST HOLE#2 >EX...CONCRETE DWY I- 0 I � sec, O I 1 r/� EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. o , \ y 2ND FLR DECK m m \ 10 3. 1.3' 1.3'.�� s a O " v, - THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO '\ 0 ^ b _ ` 35 ---�. �� 4.0 BUILDING#4 t� z REDUCE RUNOFF VELOCITIES. J c, ------ ----- ----- --------- j �f ---- ---- ------ ------ ---- / TEST LE#1 F ( - I 1 \ I Q n n n n / ri EX.2 STY.FR. HOUSE � w I I OROPOSED BUILDING #2 ( \_ / I I GAS CAI-G -GAS-GA c sr-� Cfl - SEDIMENT SHALL BE RETAINED ON THE SITE. a D PROPOSED BUILDING #1 I I O / ( - \ _ _ \ ( \ : I I FF EL.35.9 ND�STY ry F- I I 2-STZ? Y(64'x 27.58')3,554 GFA J/ J/ J -� \ 2-850 SF APARTMENTS N %OVER PORCH I U � � W SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND 2-STORY(64 x 27.58)3,554 GFA I I _ _._._.� �\-�-- . 1,979 GFA ° I C� I �+ I \ F.F. 35.7 m � _ ~ MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE"NEW F.F. 36.5 N I PS I • • • PS `) \ O ( N CO C. WALK o C) (p Q F- Q ■ o I Q • • I I 4-810 S''F PARTMENTS O _ - + - __ UNFINISHED CELLAR IN o Q YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. 4-810 SF APARTMENTS �` \ ' \�-' I I UNFINISHED CELLAR O FE. E�lFr 0. -'-'-'- -....... 29.4 U a --- UNFINISHED CELLAR I I ______ _____ - ' \\ ¢ i u' • • I \ 9 < rMON_ PI -T °° _ U 2. SEDIMENT BARRIERS SILT FENCE HAY BALES OR APPROVED EQUAL)SHALL BE 2sr zs.r I ICOE \ ` N29°4O'30"W I ( EL.31.5 O m INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION 26.7 zs.z Y FE. END 0.2'N CONCRETE WA ROUT 'I I`7 vile < l v++.s U HOUSE 215.48 n/ OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO • • 1.6'X 3.0 ROOF OVER 1.s X 3ROOF OVER I'� IJJ.� fy _ \\ o i \\ �` < �\ �` -\ Q EL ADJACENT PROPERTIES,WETLANDS OR ROADS. w �p \ I \ I `� z3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED STOCKPILE AREA THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL a \ \` I I � 35 \ � Z \ („U \\\ �. ► ` i • : / \y/ N BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. -� W \\ o " (F' \ I ' / ;as_ O O CO 4.DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM Q ] \ I \ SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS, \ I \ ETC.AS REQUIRED. \ ! I CMF ° > » EL.34.8 N29 53 50 W 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE \\ i HI , C EL.35.7 6 7. 01 PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE GAS-GAS-G -GASa GAS-GAS-GAS UGC-GAS GAf 35 MEASURES INCLUDE,BUT ARE NOT LIMITED T0,CLEANING AND/OR REPAIR OF I S30°16'00"E I \\ i�L ; " PROPOSED SILT FENCE ALONG SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET 4. 96' 3� i L0 LIMIT OF DISTURBANCE LINE PROTECTION. F - TF -l \ 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. i \ 1 \ I \ GAS- As I 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL II� I---------------•-- ------ 1 o e \ AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE iw i1 \ FE. END 0.5'S CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY \ � STABILIZED. II \ C c O r j \ Z o O i�N 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN i \ Z CO) i Z I PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER � Im I D T p I PERMANENT STABILIZATION,PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE m -O w m I SYSTEM CLEANED AND FLUSHED AS NECESSARY. p y � . o r m � _3 I m `� ►, WOODED AREA m -mow, v_ \\ (TO REMAIN UNDISTURBED) o D a.G p _ _ _ _ _ _ _ _ _ LEGEND EXISTING PROPOSED \ D w \ \\\ m N i N STABILIZED CONSTRUCTION ENTRANCE ° HORTONS LANE \ o \ STOP SIGN \\ �'� 1\ (0 DROP INLET PROTECTION PS SILT FENCE -o EDGE OF ASPHALT \\ ----- PS _ FE. END 0.1'S EL.38.4 --- - --------- - \ \ ------------------ - - EL.36.3 O \ STOCKPILE AREA SITE PLAN \ I SCALE:1"=29-0' BUILT UP BERM O \ SYMBOL WOVEN WIRE FENCE SYMBOL SYMBOL JUMIN. (MIN. 14 GAUGE I 50'MIN. I EXISTING NOTE: 2"X4" WOOD FRAME W/ MAX. 6" MESH 3' PAVEMENT 1. A CONCRETE WASH PIT SHALL BE INSTALLED I I II 10' MAX. C. TO C. SPACING) `. 7 ®) ON THE PROPERTY FOR EXCESS CONCRETE 6 MIN. AND TO CLEAN CONCRETE EQUIPMENT AND 1.5' MAX. �- FABRIC FILTER -� MOUNTABLE BERM TOOLS. 36 MIN. LENGTH FENCE EXISTING -� POSTS DRIVEN MIN. 16" GROUND CLOTH PROFILE (OPTIONAL) z_ 2. THE PIT SHOULD BE SURROUNDED WITH A24" n 2 ~ STAKE INTO GROUND. HIGH SOIL BERM. 50 MIN. 3. THE PR TO BE LINED WITH HAY BALES 3' MIN. HEIGHT OF FILTER HAY BALE 4. PROVIDE A 24"X 2C WOOD SIGN LABELED = 18" MIN. 10MIN. "CONCRETE WASHOUT PIT". v EXISTNG 5. THE PIT SHOULD BE EMPTIED WHEN 75/0 II II=1I II=IIIII II o -�1=1 - ' �� 6" MIN. GROUND \ CAPACITY IS REACHED AND AFTER THE 11 l 1=11(I-11(f-I11 0 ��o �. o� �. v F� .�, 12' IN 12'MIN. EXISTING EXCESS CONCRETE CURES. DROP INLET BURIED FABRIC (12" PERSPECTIVE VIEW PAVEMENT WITH GATE BELOW GRADE) PLAN FRAME 36" MIN. FENCE POST -� PLAN VIEW 10'MIN. WOVEN WIRE FENCE (MIN. 14 MIN. HAY BALE g` / GAUGE W/ MAX. 6" MESH _ I_ BUILT UP BERM RECEIVED SPACING) WITH FILTER CLOTH 20"MIN. CONSTRUCTION SPECIFICATIONS 2'MIN tit ?' MAR 4 2022 12" DRIVE STAKES F--W_ - EX GRADE A MIN. OF 18 UNDISTURBED GROUND SECTION Southold Town I 1. STONE SIZE USE 1 4 INCH N GATHER EXCESS BELOW GRADE COMPACTED SOIL EQUIVALENT. C STONE, OR RECLAIMED OR RECYCLED CONCRETE g _ AT CORNERS � Planning Board EMBED FILTER CLOTH 16"MIN. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A CONCRETE WASH-OUT AREA DETAIL A MIN. OF 6" IN GROUND. 30 FOOT MINIMUM LENGTH WOULD APPLY). " 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. CONSTRUCTION SPECIFICATIONS SECTION VIEW 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 1. FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY CONSTRUCTION SPECIFICATIONS POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE SLOPE STABILIZATION NOTES. BE USED FOR SHORT TERM APPLICATIONS. ENTRANCE TO SITE. REVISIONS 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 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. 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE1:3 JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. SIDE SLOPES. Plans are prepared by Condon Engineering,P.C. It is a violabon of the 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- New York state Education Law,Article 145,Section 7209,for any 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS 2• THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY person unless acting under the direction of a licensed Professional AMERICAN EXCELSIOR COMPANY,ARLINGTON,TEXAS(800-777-7645)OR Engineer,Architect,or Land Surveyor,to alter any item in any way.If an METAL WITH A MINIMUM LENGTH OF 3 FEET. SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, IMPRACTICAL, A MOUNTABLE BERM WITH 5: 1 SLOPES WILL BE PERMITTED. APPROVED EQUAL. item bearing the seal of an Engineer,Architect,or Land Surveyor is 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A 6" MAXIMUM MESH OPENING. altered,the altering Engineer,Architect,or Land Surveyor shall aflixto MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED the item his/her seal and the notation'Altered by"followed by his/her �n WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL AS PER MANUFACTURER'S RECOMMENDATION. signature and the date of such alterations,and a specific description of (r LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY the alteration. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND MUST BE REMOVED IMMEDIATELY. BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE S.C.T.M.: DIST. 1000 SEC"61 BLK" 1 LOT.9.1 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST 4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. SOUTHOLD AFFORDABLE OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA 1 ACRE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH Scale:AS SHOWN Condon Engineering, P.C. C=4 BULGES DEVELOP IN THE SILT FENCE. RAIN. HOUSING PROJECT ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, FABRIC ADAPTED FROM DETAILS PROVIDED BY. USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY. USDA - NRCS, STABILIZED Drawn by:JJC 1755 Sigsbee Road 53315 MAIN ROAD (NYS 25) �F NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, REINFORCED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, CONSTRUCTION Mattituck New York11952 SOUTHOLD NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, , NY NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SILT FENCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE (631) w.con o ngin eHng. 51 fax PROTECTION ACCESS Date: EROSION & SEDIMENT 5 www.condonengineering.com CONTROL PLAN 8'-0" II A A A II I I ATTACH AT RJP I I AND BOTTOM ALUMINUM LEADER RAMP _ i I / \ HEAVY DUTY MANHOLE FRAME AND I SLOTTED COVER CAMBELL FOUNDRY CO. (SEE ARCHITECTURAL PLANS) EXISTING EDGE OF SIZE AS REQUIRED SIGN I I I MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE PAVEMENT m -n SIDEWAL MEET EXISTING rill LAYOUT AND BY LOCAL CODE COURSES COVER PATTERN No.1012A-TYPE C OR AN n FLUSH TRANSITION TO 12 SIDEWALK I I APPROVED EQUAL. DOWNSPOUT ADAPTER(ADS M 1r-- w I I / CONCRETE COLLAR OR APPROVED EQUAL) mo PAVEMENT 2" � 0O / AS NECESSARY (SEE CHART FOR PART NUMBER) " _ -- Q U FINISHED GRADE m t- GALVANIZED CHANNEL1'"4.5 6" vOST INSTALLED PLUMB SEE PRECAST STRUCTURE NOTES WELDED WIRE MESH w O FOR REINFORCING REQUIREMENTS. ca 1 MIN. SIDEWALK CURB RAMP >- I I -� I /24" � � 2'MAX. 2 O I I 3�S7EEZ M if I I SEE PRECAST STRUCTURE Q 0 SECTION A-A Z w I I FXUD w/CONC. I I NOTES FOR REINFORCING PLAN VIEW PROPOSED GRADE _ II II sR tsg w O = o I I I I REQUIREMENTS use- ak r �p�p'Oft ao Q LEACHING BASIN NOTES: Cl) I I i t wRED-.::.,-. I :,�REOUttiE��:_J m CEMENT wAS�/ I I 2,3 OR 4 FOOT SECTIONS L - - 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED IN z 5 I I SLOPED 1/4%FT M/N. I I :•: . : AS NECESSARY O ACCEPTABLE LEACHING SOILS AS APPROVED BY THE , . .-. .;- 450 BEND(MAX.) I I I I ENGINEER. IN THE EVENT POOR LEACHING MATERIAL IS WRAP WITH 6 OZ.(MIN.)NONWOVEN ,,: to w SIDEWALK CURB RAMP(lYP) sb. I I I I ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO GEOTEXTILE(FILTER FABRIC)AND AT GQ��AR Z ® W I I SUITABLE MATERIAL AND BACKFILLED AS DETAILED. TOP OF COLLAR BY MIRAFI OR AN w z 0 6'ADS PIPE(LENGTH VARIES) I I SECTION A-A 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT APPROVED EQUAL. PRECAST DRAINAGE z � a I I SHEET PILING AS REQUIRED�_� ;' :`'. RINGS = w OPEN OR UNATTENDED. EXCAVATIONS TO BE PROTECTED AS U Q SNAP CONNECTION z_ m p�1� �� F I I POST BEIOw ¢ = cD COARSE BROOM FINISH I I DIRECTED BY THE ENGINEER WITH FENCES,BARRICADES AND :• ' LL, v F� I I OTHER APPROVED METHODS. EXCAVATE AND BACKFILL 3 FEET AROUND "' a z 45fd BEND(MAX) z pEi RUNNING PERPENDICULAR 4,000 PSI AIR ENTRAINED SIZE AS REQUIRED SIGN LEACHING RINGS WITH SUITABLE POROUS .•4R p 0 TO THE SLOPE `'' >• CONCRETE FOOTING LAYOUT AND BY LOCAL CODE MATERIAL AS APPROVED BY THE ENGINEER. ¢ w of of PART# PIPE SIZE A B 7 n 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. � V o TRANSITION TO CURB A ,/i./i. 0364AA 3' 2.50" 3.25' 4.75" z o X 0 15"DIA. IT ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE 12"MIN. W - 0464AA 4' 2.50" 3.25" 4.75" v cli BLOCK,BRICK AND/OR 1:2 MORTAR MIX a W 0465AA 4' 3.25" 4.50" 5.00' 0466AA 4' 2.56' 2.56' 4.63" ROOF DRAIN LATERAL o TRANSITION TO ACCOMMODATE NOTES• w 0664AA 6' 3.62' 5.63' 6.43' ) z ATTACH AT TOP 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING WITH WYE P CURB RAMP LENGTH 1. SYMBOLS TO BE PAINTED ON EACH SIGN. AND BOTTOM 0664AC* 6' 3.62' 5.63' 6.43' (SEE PLAN FOR PIPE SIZES) FLUSH TRANSITION AND SHORING DURING TRENCHING TO INSURE THE SAFETY OF : : :, ;•: - LL, : •,w,_<.:...:::. WORKMEN AND THE GENERAL PUBLIC EXPOSED TO THE __ r•• _ - TOP POST VIEW *Part 0664-AC is PVC NOTE: V ADS PIPE MAY BE (STANCE VARIES TO PAVEMENT 2. EMBLEM SIZE,COLOR AND EXACT HAZARDS OF FALLING AND SLIDING MATERIAL IN _ - ..t, _ :.::-- •: .: BLENDED TRANSITION LOCATION WITHIN THE PARKING LOT TO USED WHEN A DOWNSPOUT 15 SEE GRADING AND CONFORMANCE WITH THE REQUIREMENTS OF THE TITLE 29 z- ' CONFORM TO LOCAL GOVERNING CODE. CONNECTED DIRECTLY TO A CODE OF FEDERAL REGULATIONS,PART 1926,SAFETY AND DRAINAGE PLAN) - - . •. : �..�:• - •- DRYWELL. HEALTH REGULATIONS FOR CONSTRUCTION(OSHA). ROOF DRAIN ADAPTER DETAIL HANDICAP RAMP/BLENDED TRANSITION - TYPE 3B SIGN MOUNTING DETAIL EXCAVATANDG GRAVEL OBOVOMOFTRATA OF LL 5. BACKFILL AND COMPACTION SHALL BE IN 6'LIFTS. ALL D BACKFILL MATERIAL TO BE COMPACTED BY JETTING OR OTHER SAND AND GRAVEL OR TO BOTTOM OF DRYWELL APPROVED MEANS. WHICHEVER IS DEEPER. ELEVATION VIEW DRYWELL DETAIL CONCRETE SIDEWALK(AIR ENTRAINED,4000 PSI)WITH COARSE VARIES I D BROOM FINISH PERPENDICULAR TO 2'MIN. 14'MIN. SIDEWALK SLOPE OFFSET STRIP VARIES 5'-0" 5.3'MIN. SOILS WITHIN 12'OF PAVEMENT SNOW STORAGE SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY GROUND SURFACE OR STRIP PAVEMENTSUBGRADE(WHERE 1-1/2'WEARING COURSE NYS TY 6(ITEM 403.16) 6" 2'-6' 114"PER FOOT I 18"x 18"x 8' L�D EXPANSION JOINT 29 O.C. APPLICABLE) CONCRETE PAD CONTRACTION JOINT AT 4' PLAN (SEE DETAIL-B-) 31/2'BINDER COURSE NYS TYPE ) BINDER COURSE(ITEM 403.13) W/#4 REBAR CAMBELL FRAME&COVER OR AN APPROVED EQUAL O.C.C. SEE DETAIL \ \ \ \ \ \ \ \ \ \ ° EACH SIDE I -< i N •,- ..-0. SAWCUT EXISTING PAVEMENT 4'CONCRETE SIDEWALK PLUG OR STOPPER r . TOPSOIL AND SEED / •SOILS IN X E CESS OF 9 BELOW PAVEMENT SUB-- :••'GRADE P \-TOPSOIL AND SEED \/ � \ \ EXISTING PAVEMENT \> \ r, ° � 6"GRANULAR MATERIAL 4'POURED CONCRETE n- W (BANK RUN SAND&GRAVEL) W // :•'.:•::•':::'-:'•'::•:,:'::•'::•'.:•'. // / PVC SCR35 RISER AS REQ'D OR AN \ y/ UNDISTURBED > ° CONCRETE CURB TYPE B > APPROVED EQUAL SECTION A-A PRE-MOULDED ¢ /// ':. ///\\ EARTH .11 UM NOUS \ \ .-:-.: :'.:-...'..."FINAL BACKFILL ':: ::'. JOINT FILLER Q / :'., , ,, ..•:TO BE PLACED IN-'::::'::.:'::: / [i/4'RADIUS RCA NOTE: /y : '• '•'12'LIFTS 4'COMPACTED BASE COURSE(3/4'STONE CURB NOTES: \ .... .• -- \\ g• ANY RECYCLED / //\ •'.:'•••.-,.'::•:,.'.•:.. \ CORRUGATED BLEND OR CRUSHED CONCRETE'? 1. CURB SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 45'BEND CONCRETE / _ OLYETHYLENE PIPE COMPACTED SUBGRADE(MIN.95%STANDARD PROCTOR) FOR DETAILED SPECIFICATION,SEE ORDINANCE. PLUG UNTIL r' (RCA) /\ / ADS OR APPROVED EQUAL) GWYEU L . .:• :r'• .� •:...;..-. ;: . AGGREGATE \ \ r �" THAT IS UTILIZED ON 2. CONCRETE SHALL BE A MONOLITHIC POUR. CLEANOUT IS '� •' _ '°'' ==• '' \/ *NATIVE MATERIALS MAYBE USED FOR THE SUBBASE ' j\/ /\ �1/2' :•t = THIS PROJECT MUST \/ / // INITIAL BACKFILL, INSTALLED :.:.. : - - - \ \ IF IT IS DETERMINED TO BE ACCEPTABLE BY THE 3.MAXIMUM SPACING OF BITUMINOUS EXPANSION JOINTS TO BE 20'O.C. ROOF DRAINAGE COLLECTION LINE `v �`'' �::•::'--�;'' = BE NEW YORK SYSTEM \/ \ 6"-12" ENGINEER. THE SUBGRADE MUST BE FREE OF DEBRIS '' " ''• •• `•�:; :;'-: "., W \\/ \ \ (SEE PLAN FOR SIZE) " .;..E':�- : .•: :":, DEPARTMENT OF ABOVE TOP OF PIPE. AND UNSUITABLE MATERIALS AND COMPACTED TO 4.CONCRETE TO CURE 14 DAYS(MINIMUM)BEFORE ROADWAY PAVING CAN '-�_`:I `- '"-'=' ' TRANSPORTATION �- w / / / 95%MAXIMUM DRY DENSITY. BEGIN. ` '�'�� •' ''` ' (NYSDOT) py\ SPRINGLINE SPECIFICATION RCA. ¢ **IF CRUSHED CONCRETE AGGREGATE PLUG DETAIL "A" DETAIL "B" o 0 / /\/ y // (RCA)IS TO BE USED AS THE BASE \ \� COURSE,IT MUST BE NEW YORK STATE TRAVELER STREET CROSS SECTION 5 6"LIFT ON SIDES OF 45'WYE FITTING �/ °o°o°o° o°o°o°o°o \ 6'LIFTS ON BOTH SIDES OF DEPARTMENT OF TRANSPORTATION \ \ °o°o° o°°°o°o°°°° // PIPE TO SPRINGLINE ELEVATION CLEANOUT DETAIL CONCRETE SIDEWALK DETAIL (ON-SITE) ° ° ° ° ° ° ° ° \ SPECIFICATION RECYCLED CONCRETE / o° o°o°oo°o°000 o / AGGREGATE. o° °o°o°o°o°o°o°o PRE-SHAPED FOUNDATION OR FLAT BEDDING(CLASS I,II OR III)WHERE V THICK CONCRETE PAVEMENT(4,000 / / / PSI STRENGTH,3/4'STONE 5%AIR FOUNDATION WITH BACKFILL TAMPED INTO \/\ \ \ /\ UNSUITABLE MATERIAL IS 6'X6'-W2.0 X W2.0 WWM WITH 3' PIPE HAUNCHES,AT CONTRACTORS ENCOUNTERED DURING EXCAVATION COVER(OVERLAP SPLICES MIN 12") ENTRAINMENT) CONCRETE TO MEET DISCRETION. O.D.U I L MAX. OF PIPE TRENCHES AS REQUIRED IN LEED REQUIREMENTS NOTES ASTM D2321,LATEST EDITION. D 1. CLASS I,II,III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE SIGNAGE FOR ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). e ACCESSIBLE PARKING CRUSHED AGGREGATE 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING °D BASE COURSE OR BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF COMPACTED RCA(8'MIN.) REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE ENGINEER. 8'THICK AT SLAB EDGE 36� COMPACTED$UBGRADE:(8'.MIN.T. 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALL BACKFILL - - RESERVE GREEN BORDER(3/8")AND MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. LETTERING(2'HEIGHT) 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL CONCRETE SLAB SECTION U PARKING EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A 45" FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, 10'-O" � EQUAL EQUAL 'STANDARD PRACTICE FOR!INSTALLATION OF THERMOPLASTIC PIPE FOR z r WHITE BACKGROUND AND SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS'LATEST EDITION;AS 6'HIGH STOCKADE FENCE ON a 3/8'MARGIN AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH STEEL FRAME SET IN CONCRETE BLUE INTERNATIONAL BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. z 3' Z SYMBOL OF ACCESSIBILITY PIPE TRENCH SECTION W v D D o p pQ� .°�° 12' SIGN NOTEHEIGHT SHALL BE SET TO MAKE IT CD CLEARLY VISIBLE TO ALL PEOPLE WITHIN 6"X6'-W2.0 N W2.0 WWM WITH 3"COVER CONCRETE PAVEMENT NOTES: THE DRIVER'S SEAT OF ANY VEHICLE RECEIVED �p D D t> D �� 1. NATIVE MATERIALS MAY BE USED FOR THE 4' ! 12' 3/8'GREEN BORDER �- y SUBBASE IF IT IS DETERMINED TO BE PRECAST STRUCTURE NOTES: ��aR 1 0 2022 N Q� ACCEPTABLE BY THE TOWN ENGINEER. VAN 1 1/2'GREEN LETTERING BLUE 6' ACCESSIBLE 1'GREEN LETTERING 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO Soutl cold Town m p D 2. THE SUBGRADE MUST BE FREE OF DEBRIS PAVEMENT 4' WHITE BACKGROUND AND AND UNSUITABLE MATERIALS AND STRIPING WH 3/8"MARGIN WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO Planning Board COMPACTED TO 95%MAXIMUM DRY THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. D DENSITY. 3. EXISTING SUBGRADE SOFT SPOTS TO BE SI G NAGE FOR 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE REMOVED AND STABILIZED,AS DIRECTED DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING. BY THE ENGINEER. 9-0' 9-0' ACCESSIBLE PARKING 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL 318/22 TOWN PLANNING COMM. p 4. BASE COURSE TO BE COMPACTED TO(95% 18'-0'MINIMUM REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE REVISIONS DP. Q OF ITS MODIFIED PROCTOR DENSITY(ASTM 1-1/2'WEARING COURSE NYS TYPE 6(ITEM 403.16) g• 1557)AT OPTIMUM MOISTURE CONTENT. -_! DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. p 3-1/2'BINDER COURSE NYS TYPE 3 �D p 5. ANY RECYCLED CONCRETE AGGREGATE BINDER COURSE(ITEM 403.13) ° TYPICAL ACCESSIBLE PARKING SPACE 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE 6'THICK CONCRETE SLAB 4,000 PSI-28 DAY STRENGTH (RCA)THAT IS UTILIZED ON THIS PROJECT ° SITE MEET ALL REQUIREMENTS OF THE TOWN OF BROOKHAVEN,SUFFOLK COUNTY DEPARTMENT OF HEALTH D D MUST BE NEW TATI SYSTEM DEPARTMENT SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. p � D � D OF TRANSPORTATION(NYSDOT) ' A SPECIFICATION RCA. �'. ° r° OPTIONAL LEVEL SECTIONS _ JOINTS AS MIN.SLOPE 1:20 � P' REQUIRED MAX.SLOPE 1:4 ASPHALT PAVEMENT TAPER CONCRETE DROP FLUSH WITH DROP CURB CURB REVEAL V IN 5' 4'COMPACTED BASE COURSE(3/4"STONE-/ I BLEND OR CRUSHED CONCRETE-) CURB NOTES: f� - 6"REVEA OPTIONAL 1' S.C.T.M.: DIST. 1000 SEC. 61 BLK. 1 LOT.9.1 DOUBLE GATE COMPACTED SUBGRADE(MIN.95°�STANDARD PROCTOR) CURB REVEAL SOUTH 0 LD AFFORDABLE CONCRETE DROP CURB 1. CURB CONCRETE TO BE MINIMUM 3,000 PSI AT 28 DAYS. � Condon Engineering, P.C■ AdML NOTE: **IF CRUSHED CONCRETE AGGREGATE A Plans are prepared c Condon Engineering,P.C. n is aviolation90 of the Scale:NOT TO SCALE HOUSING PROJECT SEE GRADING PLANS FOR (RCA)IS TO BE USED AS THE BASE 2. EXANSION JOINTS TO BNE SPACES A MINIMUM 20'. 1 R New York State Education Law,Article 145,Section 7209,for any ASPHALT PAVEMENT DETAILED GRADING. COURSE,IT MUST BE NEW YORK STATE person unless ailing under the direction of a licensed Professional 1755 SI Sbee Road DEPARTMENT OF TRANSPORTATION CONCRETE CURB DETAIL. EDGE OF PAVEMENT Engineer,Architect,or Land Surveyor,to after any item in any way.If an Drawn b y JJC g 53315 MAIN ROAD NYS 25 O SPECIFICATION RECYCLED CONCRETE BOTTOM OF CURB Rem bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck New York 11952 AGGREGATE. altered,the aftering Engineer,Architect,or Land Surveyor shall affix to SOUTH OLD, NY DUMPSTER ENCLOSURE PAD DETAIL TYPE B (RESIDENTIAL) CURB TRANSITION DETAIL the item his/her seal and the notation'Altered by"followed by his/her Date: 1/21/2021 (631) 298-1986 (631)298-2651 fax signature and the date of such alterations,and a specific description of WWWcondonengineedng.conl SANITARY PLAN the afteration. z k s® W LU 12 9 w o r t 1 �4 Ii I I i I 0 �_twtrv� I ;11 ;Li i ui 1 q; e FRONT ELEVATION PORCH W aE�°�i; rv�s,�rvrx�rv; 12 J Jo o W W co ooq=ow��=Wa =a o�.o.z III .IIIIIIE 111111�1{If' � � w €''€O —mrc Z aaW - ;III I1111�1111i17{ [ 12 a t4 Ll� L it lFt;11 smirvc 1 '�� _— ��I�nrvYt W U m Z '' FlRSi FtOM Z Z J h a ■ ■ _ —_—.--� cErt xc uxF �- p� O = Wd ■ I; ■ y'LLo��oow e ■ � ` I` ■ C _ate,.,ta rc ■ ■ ■ �xs ry ry 1 RECEIVED oxs'PORCH s LEFT ELEVATION oµ PORCH 'A _ I x' 'A Board ' 2.0 aE 118"=1,_�„ z s>o.,,,P'4--X O Homes xfmple:Fom - W «ww IRce6�o4 comJ,:r+ye.Fo^�es rn F- Elf u�rE mER �ceKthR --. W r.cE�rvr 'race F I, a r C III� � � !- �_v__.-•1. -- J �_.1 m -1 �._' ��. �P�rnrtrtnnnr■ brrrtnnn-tiT�rlllfrrr,ti � ' rlelk rlil�Isr'ru rn n :I� ■I Is ul it ullk Iln€a' ' ut €II h 'Ire 11 -n ,I' ■I Ikktanl �r'n (� Ik ter' � � - �uu"-' _R�isuuuuuai --�.tuuuuu,ut�� u+.�u4° -- ■ _ CA LU =� L i Imo' ■ -A ■ ■ ■ z _r -_ W REAR ELEVATION I la< r�ry lea .rt 0 z o _ 12 = u LX oa m - I� 1 j� I - ��q C � REcarEReo cx rec Re srnxa r - � 77,111€€]EII III€-0IIIi Z 12 Itttlllltk ' IIIIkH II I' , d' �� a t � Y .--- , ■ ■ t�nrirvE m w 9 ( �1 Y ■ `a t` ■ _ ■ ■ rRn�rvrv"r« � ; ■ ■ �taooR�nr n° ----. c: 1= a# `� - � =06IU%121 PORCH RIGHT ELEVATION PORCH o«.�.�a.or«rR�t r o«s„Ee.o.«ERsI SDO m I• - ROO 2.1 ,�E 1/8"=1�_�„ } s z _ - SImpl _x O Homes 23.9 PORCH W UNIT A OR-sFEBy OTHERS i'•'t UNIT B 2 f � � 32-0 0 Lli d f 11 3f8'.._..__. _ - m ..'2" a 0 1 2" f -{. 2 ---. _2,<. / 4'_4C f 12-11318 _ 3 6- 6,I6" 10'-8 114 4314" 2-0" P-i 1' 3'-8I)6' 8-3 r/ 318 '�F-s B3' 38 ." P-i'I' "0" 4314' 10'-6114" 6I19"fff �- CLGA3046 //4 -` - 33i 6.di LC i d 434"F . ---. 1 ClAVf3018 — !f C(AW3018 � CLCA3046�� Ili=\� , i �_�' \ — AKCR1 f W2 `I K 1]30 Rlit -- _— —f \ 3�r - _>�. — b# ao wi 3- L E>ir— LS36 LS3fi S A-c� [ =.� D-3 5036 SDD6 pWR3 } 4 3F C:ER i t-.. c.. R. ff BEDROOM . i b BERM #2 �1 w J 6 BATH#t KITCHEN KITCHENS[ 1j BATH#1' f R� f .:..- .. �wnLL ¢R R �a � €o �"g-, R WH'. 1 r. 6 I \ " O IF .i Ff O of � _ � wZ 2 �_ Y _n\ � Ir � -,ao� moo' I �"� 6 ..sun 6oi �'. �-o G v DRIPM4o oa; Fcr-,- 1? 1Q' e L1 d o 77 15, g _ I d-o IIS R R R ILL 6 _ a f o \ BEDROOM #1 U 1 I( o 1A LIVING ROOM in i LIVING ROOM S BEDROOM #1 Sl Q Y m RO ¢R 0 3 - RO `R R� R o 4 j �[ CLCA30462 CLGA3046.2 aecrsr nmecr-vesrzuG r \ r cL A3646 f 1 - `:i F 9'ti 3, 12'10 f a �'-D 3116' c 5913fi6" !Y ",is _ 61/B r � 26-23/16 t 11-6 5t8" �, -.-2623116" ----. ----. --. PORCH \ ,_1 off sire ev orRERs�•-•� 5A PROTECTED(1-HR RATED ASSEMBL1EFj. y -- -- U350 BEAR.IN G!;Xl E R[OR WALLS L59iT FLR UNC C 40 FLF 1 3Hc -. 21-0601 GENERAL NOTES: °�'D�rn' � _ ' 6srD�rz1 8'-0"CEILING HEIGHT A WINDOWS HEADER HEIGHT @ 6'-10 1/4"UNLESS NOTED OTHERWISE r I SDD PLYGEM SERIES CASEMENT&AWNING WINDOWS y— n 3.0 --anning Board - - .,,E 3 3/16"=P-0„ J I I Z s Impl4ex Q Homes CI) D UNIT C DECK UNIT D DN-SITE BY OTHERS LLI a / f _.r 12-i131B" _. r s c' / >•a" / y01.'^.. 1 4--0112 ,e... 57112".. r 4._t 0.5-.. .. - 12-11319 =:]t6'6 116" ' 1F--'- -_. - �.:a - / _ 3tt6 s`. - -/ 38?18 / 4-3i": 4 314 6116, 63t4" CLCA3o4fi //-a". 6314 9 E:_43G. •.. !-/ 4 /,. CLCA30d6 GVtW39t8 - /' - _ CLAYJ3o16 26 P T W2i90 R a _ R M73D t l! la 4 aiq,b RY UP ERJ 'iR DlVR3 SB36 LS36 - LS36 V _ usi R D 3ICGI�'C R-7 UR n _R R c0 cs c"ti R R Z¢ G O T a � c v - - - BEDROOM #2 _ BATH#1 e 6 m N 6. s' BATH#1 ' BEDROOM #2 3 KITCHEN KITCHEN _ A m R WALL a fi WALL �R 1 _ LINEN P;E; �R �R ¢ R4 R R LINEN „ U w ? ^^ G 36114 Ir 1 m r• l F 381/4 / G al I a l - 11. i yFE pR-CPSHP Orct2.HIE O y_ 1 Rti J- RP' Q"R i c R¢ R R:. LL CE t' - w ' � r ��- i •� a �i s o , � N 1 i BEDROOM #1 BEDROOM#1 I ��= LIVING ROOM i� o LIVING ROOM �, )+ oNsITERAIL 1 t m Q , atcisr acx E..T reE stone RS R qo i R-'> R I e R {F I �3 CLCA D4&2 CLCA30-062 C '•.z— -T — � �_-� �"� � __ -.=gin - - - � — — —\ - '•< E 3 4314' `5 il116 1A3116 11 7 516' 26.2 3116-__-. _---. -----.f 5A PROTECTED(1-HR RATED ASSEMBLIEF)'. - GENERAL NOTES: U356BEARINGEX ERIORWALLS II 0.7,21 WP337D MATING WALLS ! # 1 " L5391STFLR.CEILING I / _ }` �µ `A 8'-0"CEILING HEIGHT RC26012N0FLRCEILING -- .— WP3510 STAIRS WALL ADD WINDOWS HEADER HEIGHT @ 6'-10 114"UNLESS NOTED OTHERWISE PLYGEM SERIES CASEMENT&AWNING WINDOWS _ I o^h 3A Y 3116"=1'-0" S331SRt35, Southold, NY ' / / - / / 41.0' / | i | kk 13111-1, Ai Mechanical 00 / . / / Second Floor Proposed Apartment / ^^820 Interior SF 53315 Rt 25, Southold, NY 34.0' 9.5' MrN?P;"°'}'s1 ,,1;3` 3�i,;§` ,",'g3fr't.' :-. '"a�,'<< "NI'.rlae«,a.,,l,',,Trr,,§z�P3 k '& i� ro , a-, ,t bs� x„ , y£ h "F, r. ;'? '),..5x , ,',;c>'i;.% �''.w £ ,:^v,>,'_`�y-rt�€ 1, 6 3 1'- 3 1r.''fit' m,,. ...._ .a£ems.. =x�' <m;, vb .,£ 3-, .,,.w.'r=,d¢y.",.i M .,:a:>ug a, Ga' a'wyv �',F, ter,, a` {a -;fiS.K."� '?`,e;p .sv; ',�;' v3"`-,'..'"; isz x � 3 r ' ,ya n.f;;' ,3�'y 9 ,u '>..�'.;_,;,�.,' $'.} ,.;,,,m ^O '�;. 'rk''�» ;.s r41^A -!Bk q's Pam, rr' "�,`kr`�,3�`„av�' o-r�' " , �'nI'z�r•;;�= ;b.,'x !j� ,�,. _, •yy�„ mr .�,.,�c"+-5:s�..,n>,�a r�" '✓''s'�y-' ^'� '- .. h ,�,'!�o'.w, ,3,r'��,t,��a31�,7'!i >„ g, }< ,Jhx�G,x ,, 1'F�."�e z'zz<°_ '..%' '"0'reu,sd, '"''sc:'.: ad'a„ 0 _ ,£N f a. ,G�`3a,'< '-g: g,-�,.�., ',1,:'rt;,F;,,°',=n^R_,a} w„+. , �.,,'v: � e �as n z' - ;yea a ,.. ":��;a,. ,'a1g�' , t�t^'>tit,a£`» Cd h' -t` "> =3raa, s _ ,_ h' .i,t =`." y�.i »' ,''1�•' v ,l;.ir, ",, ' ''`" N ,� �'i'= -;�'>�a��t�.�;: ,;T',�"'� Y•a,e ,;,3�,�„ ^ 'Hx`, �'�ti�� _9,'•=r, 1'3' ,�'`3's,�k'',, k* erg- :'J"n.�:' ��'; sa. Y ;C q':"•i;g';A .,j�s.. sM ' "`.,.=y,;�'. w7Y2> 3a==z, -3;�',_ .'._k. .I IV. % a w ,£3/„> > �.,,,,,.>' 7+ ,`y?(''" P`soG+- ,1qY^', ,��',: , xI c 8 at 1v,k"� - »3--' s 3;f>f >i 4; ., d ,.;r', •,' _ - v _ 3 , :.'°A„r a ,3 , ,v,`,,'i: �>�:Z k '�s,Ki,itP•"2,e�, RECEIVE® First Floor Proposed Apartment I MAR 0 12021 —812 Interior SF 5outh62 Town Planning Board I �^ 2 2 % N/O/F PROJECT Sti6� �� e M R C LLS LOCATION �o NEIGHBORHOOD 11VPXa 90 SHOPPING CENTER I PUBLIC WATER LOCATION MAP uP I EXISTING POURED CONC. I S29'30'30"E (DEED) SIDEWALK,CURB AND I S29°46'00"E Z Z S29.38'30"E (ACTUAL) CURB CUT TO REMAIN I LO FE. 0.8'N 303.53 0 0 CMF FE. 0.7 N T 165.08 0.3'N CV CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING U U CHAIN LINK FE. LLJ LLJ Z 4 N N RCA CONCRETE DWY RCA Q O ------------------------ 19.a 7.5 10 3' '--1.3' 41.8 1.3 _: 29.7 O ---------- ---- 1 64.0 Q as.a i ri a o y I EX. BUILDING FR. HOUSElp" ro O - 'I PROPOSED BUILDING #1 PROPOSED BUILDING #2 ; PROPOSED ASPHALT 1 O V) I FF EL.35.9 ND STY � O O 1 Q - 4' 8.5' 3 640 GFA 2-STORY(64 x 28.5)3,640 GFA I O 2-850 SF APARTMENTS N �' O lLI I 2 STORY(6 x 2 ) , PARKING AREA 2 „ � OVER PORCH I U F.F. 36.5 2aa F.F. 35.7 I 22a 9.01 -- 1,979 GFA C3 = F- I Lli m I CONCRETE I UNFINISHED CELLAR N CONC. WALK z t� Q H Q Q 4-813 SF APARTMENTS FE. END 0.1a cl ■ i Q � m 4-813 SF APARTMENTS ; PORCH 1.3 � 29,4' � 0 tr) STOP UNFINISHED CELLAR UNFINISHED CELLAR ; Q I w �" LO I GR. MON. ICK T _U I R1-1 s4.av s4.av s9.ss v FE. END 0.2'N C) HOUSE N29"40'30"W m 0 . . I � k I .. 215.48P 4 W /1 I Y �■+- _ ...'...... . ..... .. ::::'�::'::::':'::'::"::":::' ':._:'::::':: ..... ... .. . ................................... ........ .� .. :':... :':':'::::::::. :. : :' ...... .. . ... .. .... O Q f- .. _.._.. ......_.. . . .._ ... ... .. .... .. .. _ .............................................. ... W F c0 N z z O ____ _W / / O TYP 4:� 53245 MAIN ROA D CORP > 15 R4.0, DWELLING `/ R5.a I I ; PUBLIC WATER � I CCG I �/ PROPOSED ASPHALT b i CMF „ L.L_ , r PARKING ; N29 53 50 W PROPOSED POURED i 6 7. 01 ' �00" LEGEND EXISTING PROPOSED I CONC.CURB (TYP.) PROPOSED POURED 19a ; p S30°16'00"E I I CONC.SIDEWALK(TYP.) " LO ASPHALT PAVEMENT(TOWN SECTION) v MAY i _. . . . . 4. 96LO _ _... ... .................. .._.. ... .. . R2.a ASPHALT PAVEMENT(TOWN ROW SECTION) e` b .:':':.::':.::.: .. ....c.. .'. :':I.......1 r: :::::::..:.:: CMF 141. ::;;;' ;:":::::: :: 1sa.. .... ... CONCRETE SIDEWALK YELLOW LINE O . .... ..................... MY RCA PAVEMENT o LO PROPOSEq 12■ N I CONTOUR WIDE STO" BAR u, ;0FE. END 0.5'S I L6 i c --1 O PROPERTY LINE 1 00 I Z Co ;U za 1s.a sv s.a CA) O WOODSLINE 2 -n Cn - 0 1 UTILITY POLE 1 I = > nX 1 I O ' i 7 � yrnCo W I SIGN 1 (7 �I N CT C UP POLE MOUNTED LIGHT WOOD�D AREA w o (TO REMAIN 01NDISTURBED) z o Z Z WALL MOUNTED LIGHT o C0 w O - - - - - - - - O �'a n 1 nJ ; D w Ld CN ..... HORTONS LANE -STA ; 28.6 + ______ __ _____________________ ;____ __________-_ �J ... . �- EDGE OF ASPHALT FE. END 0.1'S > " I N/0/F • RELOCATED STOP SIGN TOWN OF SOUTHOLD SITE PLAN PUBLIC WATER SCALE:1'=20'-0' SITE DATA TABLE PARKING CALCULATIONS PARKING REQUIRED: OWNERIAPPLICANT: HC NOFO LLC 14 AFFORDABLE HOUSING UNITS=2 PARKING STALLS PER UNIT PO BOX 869 2 STALLS PER UNIT X 14 UNITS=28 STALLS SOUTHOLD,NY 11971 646-2374183 PARKING PROVIDED: SAHP@horcap.com 28 PARKING STALLS PROVIDED(INCLUDING 4 HANDICAP ACCESSIBLE STALLS) ZONE HB-HAMLETBUSINESS(AHDPROPOSED) ZONING COMPLIANCE TABLE (AHD ZONE) - ` ' USE OF PROPERTY AFFORDABLE HOUSING UNITS REQUIRED PROVIDED E C E 1/ E i r- BUILDING HEIGHT 35' <35' MAR 0 12021 AREA OF SITE 48,707 S.F.OR 1.12 ACRES FRONT YARD 35' 35.0'(PROP.BLDG.)(29.4'EX.BLDG 4) Southold Town AREA OF BUILDINGS(TOTAL) 12,899 S.F. Planning Board REAR YARD 35' 69.6' PERCENT LOT OCCUPANCY 26.5% SIDE YARD 15' 15.0' AREA OF PAVING(INCL..WALKS) 15,237.3 S.F.(31.3%) MIN.LOT AREA 10,000 SF 48,707 SF AREA AND PERCENT OF NATURAL 2/25121 TOWN PLANNING COMM. VEGETATION PERMANENTLY TO REMAIN 6,766 S.F.(13.9%) BUILDING AREA 30.0% 26.5% REVISIONS AREA OF DISTURBANCE 41,590 S.F.(0.955 ACRES) MIFDU TENANT OCCUPIED �OF 'K, UNITS(850 SF MAX.) 3,300 SF/UNIT 3,479 SF/UNIT(14 UNITS) `�,"� POSTAL DISTRICT: SOUTHOLD SCHOOL DISTRICT: SOUTHOLD UFSD FIRE DISTRICT: SOUTHOLD FD ;Q �� rt',1�1 ELECTRICAL SERVICE: PSEG 12\.,�,ryy,,� f SS't WATER SERVICE: SUFFOLK COUNTY WATER AUTHORITY. S.C.T.M.: DIST. 1000 SEC.61 BLK. 1 LOT.9.1 GAS NATIONAL GRID SOUTHOLD AFFORDABLE orqk Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering' ■C. HOUSING PROJECT New Yak State Education Law,Article 145,Section 7209,for any uml person unless acting under the direction of a licensed Professional Road Engineer,Architect,or Land Surveyor,to after any item in any way.If an Drawn by:JJC 1755 Si gSbee 53315 MAIN ROAD (NYS 25) F item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 SOUTHOLD, NY altered,the altering Engineer,Architect,or Land Surveyor shall affix to (631) 298-1986 (631) 298-2651 fax the item his/her seal and the notation'Altered by'followed by his/her Date: 1/21/2021 signature and the date of such alterations,and a specific description of www.condonengineedng.col71 the alteration. DIMENSIONAL SITE PLAN DRAINAGE CALCULATIONS: N/O/F THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" M R C LLS RAINFALL. STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS PROVIDING 42.24 CF PER VERTICAL FOOT OF STORAGE AND PRECAST LEACHING GALLEYS PROVIDING 32 NEIGHBORHOOD CF PER VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED ON THE FOLLOWING SHOPPING CENTER RUNOFF COEFFICIENTS:ROOF 1.0,ASPHALT PAVEMENT 1.0 AND LANDSCAPING 0.15. I PUBLIC WATER PROPOSED SEWAGE DISPOSAL SYSTEM NO.4 DRAINAGE AREA"A" (BUILDING#3 PARKING AREA) I GALLEY E-1-E-2 I STORAGE REQUIRED: m U P (8'-6"L X V-9"LS29*46 ROOF/PAVEMENT AREA: 3,957 SF X 1.00 X 2"/12= 659.5 CF ' " I LANDSCAPE AREA: 5,289 SF X 0.15 X 2"/12= 132.2 CF o PROPOSED SEWAGE S2930 30 E (DEED GALLEY F-1-F-2 ' ^ 791.7 CF '0 "E PROPOSED SILT FENCE ALONG DISPOSAL SYSTEM N0.2 v S29°38'30"E (ACTUAL) (8'-6"L X 4'-9"uu X 11'-0"DEEP I 791.7 CF/42.24 CFNF=18.7 VERTICAL FEET REQUIRED FE. 0.8'N LIMIT OF DISTURBANCE LINE 303.53' oU CMF FE. 0.7'N ` 165. 08 CMF 0.3'N CHAINNCRETE CU ING CHAIN LINK FENSE ON CONCRETE CURBING (41,599 SF) U U CHAIN LINK FE. T , EL.31.4 STORAGE PROVIDED: --- /�7 • W W W W W W W W W W W W W w W - W USE 2-10'0 DRYWELLS-10 VF EACH=20VF X 42.24 CFNF=844.8 CF>791.7 CF E L.36.7 \�I F . 4 GAS-GAS-GAS-GAS-GAS GAS-GAS GAS-GAS-GAS-GAS GAS-GAS--G GAS-GAS GAS-GAS-GAS GAS GAS AS-GAS GAS GAS GAS- GAS'''' GAS G/�S GAS-GAS-GAS GAS-GAS GAS-GAS GAS z E L.31.2 o l\ O �\ .\...............TEST HbLE#Y w N o I \ ;` N i RCA CONCRETE �Y I Q �- DRAINAGE AREA"B" (BUILDING#3 REAR ROOF) I 1 \ �? RCA _ 0- --------------- - STORAGE REQUIRED: 1\ ^ Q fN r ! --------------------- 3� 352 � •' � 1.3' 41.8 1.3 9 O �� \ J 35.5 I 352 \ + I TEST LE#1 �� 4 D 10.3' BUILDING#4 OW _ z ROOF: 912 SF X 1.00 X 2"/12= 152.0 CF N H I EX.2 STY. FR. HOUSE 3 m PROPOSED SEWAGE t \ N j / r cns c -c cns-cns c -� CO \'� O PROPOSED BUILDING #1 PROPOSED BUILDING #2 �_ \ \ FF EL.35.9 �- O O 1 DISPOSAL SYSTEM N0.1- \ I-- i 2-ST'U Y 64'x 28.5' 3,640 GFA ---'i'-•9'�• • I / - / - : ,` ( r I I N r N D STY v O 152.0 CF 142.24 CFNF=3.6 VERTICAL FEET REQUIRED FKAF \ y �� ` . • 2-850 SF APARTMENTS N iOVER PORCH ° 2-STORY(64 x 28.5)3,640 GFA 1 ( ) I `�' - W . F.F. 36.5 i \ F.F. 5.7 \ . ...... _ ( �-- P7 2 I- '?•• • 1,979 GFA ' .. STORAGE PROVIDED: .. O I N CO C. WALK z I- Q "t 4-813 S�F PARTMENTS I ` _ - - _� UNFINISHED CELLAR O � p USE 1 -10'0 DRYWELL-4 VF EACH=4 VF X 42.24 CFNF=169.0 CF>152.0 CF ■ o I ------ 4-813 SF APARTMENTS " 1 m �` _ _ \`' • 1 " UNFINISHED CELLAR �t'�• • • • FE. E�1B'VO__ UNFINISHED CELLAR .-. 1 \ •\ 34:5 `� `------------------ 29.4 ._ 31. GR. MON. E� < < °° _ U DRAINAGE AREA"C" (BUILDING#1 PARKING AREA) \ o i • . 64.Bv +36.0 I 1 357 64.0'v \ 7 \'� Y N29°40'3 I I EL.31.5 O m STORAGE REQUIRED: \ I I � In TC35.7 / I U HOUSE FE. END 0.2'N �1/ \ I o DIRECT RUNOFF IN 215 48 I y n/ ROOF I PAVEMENT AREA: 5,963 SF X 1.00 X 2^/12= 993.9 CF L.L I 36.5 I 35.T \ C 352 �. U w L.L� T \END CURB e-- 1-1 �. I LANDSCAPE AREA: 5,544 SF X 0.15 X 2/12= 138.6 CF �L• BC36.Bt \ [flfl / O DRIVEWAY TO INLETS I < 1,132.5 CF \ TC 36A TC 36A TC 36.0 TC 35.6 / \' / ` I w W \ \\ SC359 Bc35a Bc35.5 +I TC 35 •. i y/ CO v z 1,132.5 CF/42.24 CFNF=26.8 VERTICAL FEET REQUIRED LLJ ��\ ��` /' \ O O I • I a ^; N O F STORAGE PROVIDED: W \ o re36� ( • ~�• 3s_ � • CO I- 53245 MAIN ROAD CORP < USE 2-10'O DRYWELLS-14VF EACH=28VFX42.24CFNF=1,182.7CF>1,132.5CF > >Q \`` O l .. Tc37.6 6-� `\ D i355 I �� D 34 S GAS GAS-GAS GAS AS GAS-] DWELLING I DRAINAGE AREA"D" (BUILDING#2 PARKING AREA/BLDG#2) `/ SC 3 1 . �-- < 35.9 W W W • �" ' ' J PUBLIC WATER I STORAGE REQUIRED: B " - \ _354 EL.34.8 ROOF/PAVEMENT AREA: 6,872 SF X 1.00 X 2/12- 1 145.3 CF DRYWELL \ 1 1 Bc34.9 I CMF N29°53 50 PROPOSED SEWAGE 8'0 X 14'DEEP DRYWELL `\ DRYWELL ,D-2 EL.35.7 1,145.3 CF/42.24 CFNF=27.1 VERTICAL FEET REQUIRED TC 36A RIM 35.2 \\ 8'0 1 'DEEP DR <3 6 7. 01 DISPOSAL SYSTEM N0.3 00 o BC 35.9 INV 31.5 \ 1 RIM 34.4 35 c ° > » \ f I INV 30.0 I LO� STORAGE PROVIDED: S30 16 00 E I \ �✓ 1 1 rc35.8 < PROPOSED SILT FENCE ALONG USE 2-10'0 DRYWELLS-14 VF EACH=28 VF X 42.24 CFNF=1,182.7 CF>1,145.3 CF ss rcii BC3sa LIMIT OF DISTURBANCE LINE 4. 96 In o I \ .-.... ........ - -_- .............................. .-,-...-' -•-•-.-. ._.-'_ _""'-' TF - �� _j elcs5s Bc35s (41,590 SF) DRAINAGE AREA"E" (BUILDING#1 REAR ROOF) \ �MF BCC2 \J\ 36.2 Q� STORAGE REQUIRED: DRYWELLC-2 \ TC36.0 26.6 36.1 I ROOF: 912 SF X 1.00 X 2'/12= 152.0 CF END CURB 8'0 X 14'DEEP DRYWELL i \ 3s s BC37.3t �o RIM 35.2 I Iw i� INV 31.5 1 'O 1 152.0 CF/32 CFNF=4.8 VERTICAL FEET REQUIRED I i i �� (3 ; FE. END 0.5'S �I i i \ II i � \ i _ c 4 O ; STORAGE PROVIDED: I � DRYWELL A- \ Z w X i USE 2-LEACHING GALLEYS-2 GALLEYS X 2.5 CFNF=5 VF<4.8 VF n -< O 8'0 X 10'DEEP DRYWELL ! Z c''' N 1 ` ! rc36•+ K_� rn i I DRAINAGE AREA"F" (BUILDING#4 PARKING AREA) RIM 35.1 TC 36.2 � Bc 3s.6 � = 0 1 ;, INV 31.0 i Bc357 35A 362 rrl -Dow o ; I STORAGE REQUIRED: \ ! °' °D ROOF/PAVEMENT AREA: 4,194 SF X 1.00 X 2"/12= 699.0 CF 0 � NCn C y UP \\ WOODED AREA i �, r ; 699.0 CF/32 CFNF=21.8 VERTICAL FEET REQUIRED r- m rn \ �� (TO REMAIN UNDISTURBED) _ > Z o z z 0 Li STORAGE PROVIDED: DRYWELL A-2 -�rl i - - - - - - - - - - 8'0 X 10'DEEP DRYWELL i Y W ; w USE 2-LEACHING GALLEYS-11 VF EACH-22 VF<21.8 VF \ RIM 35.1 ! ��.� ; INV 31.0 N HORTONS LANE \ C \ 1 -----_ O 19, -- STOP SIGN \ L.-.-.-.-._._. _ TC 35.9 362 35.7�� 1 • \ PEW 7 --------------- EL.38.4 EDGE OF ASPHALT \ -- ----------- -----_____ FE. END 0.VS \ TC36.2 - -TC3�A-- ------------------ O LEGE\ \ BC35.7 BC35.5 _ - - ND EXISTING PROPOSED EL.36.3 DRYWELL-GRATED 04 oci" ' INLET OR SOLID COVER OO \ VV N/O/F \\ i TOWN OF SOUTHOLD DRYWELl6-1 SITE PLAN CLEANOUT C.O. --� \ PUBLIC WATER 8'0 X 4'DEEP DRYWELL SCALE:V=20'-0" I/A TREATMENT TANK co EROSION CONTROL MEASURES LEACHING POOL E) GENERAL NOTES 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE ROOF DRAIN 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD, NYSDEC,DURING THE COURSE OF CONSTRUCTION,CERTAIN EROSION ANDSEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE DRAINAGE PIPE p THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION AS REQUIRED. TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES,DRAINAGE SANITARY SEWER 2. 'TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY BY PECONIC LAND SURVEYING. INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE CONTOUR - - - 35 - - - 35 3. 'THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: SPOT GRADE 35.9+ CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN TOPBOTTOM CURB TC 35.9 IN THE FIELD. BC s5.4\ UNDISTURBED. FLOW ARROW � 4. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. PROPERTY LINE - THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO 5. 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. REDUCE RUNOFF VELOCITIES. SILT FENCE - SEDIMENT SHALL BE RETAINED ON THE SITE. STABILIZED CONSTRUCTION ENTRANCE ' 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 UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND WOODSLINE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE"NEW BURIED ON-SITE. YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". UTILITY POLE 7. ALL ROOF DRAIN LEADERS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DRAIN LEADERS. 2. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE SIGN -°- -�- INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION DROP INLET PROTECTION 8. ,ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO "CJ ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. ADJACENT PROPERTIES,WETLANDS OR ROADS. POLE MOUNTED LIGHT 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED WALL MOUNTED LIGHT p THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL 10. ALL DRAINAGE PIPING MATERIAL TO BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. APPROVED EQUAL. INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 15"DIAMETER AND ROOF DRAIN PIPE SHALL BE 6"OR AS NOTED ON 2/25/21 TOWN PLANNING COMM. PLANS. ALL PIPING TO HAVE MINIMUM 2'OF COVER. 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM REVISIONS SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS, 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF ETC.AS REQUIRED. \COIF NEUv Y SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND R E E I V E D �� su 11 o� MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE 7MAR GCPERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ® � 2021 '� C FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE 12.GAS SERVICE TO BE COORDINATED WITH NATIONAL GRID. MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING AND/OR REPAIR OF -_------- 13.ELECTRIC SERVICE TO BE COORDINATED WITH PSEGLI. SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET Southold Town, Planning Board ,�%J, �I� 2 PROTECTION. 14.INTERNET AND TELEPHONE TO BE COORDINATED WITH VERIZON OR OPTIMUM. 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 15.THE CONTRACTOR SHALL EMPLOY THE APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES ALONG THE MAIN ROAD S.C.T.M.: DIST. 1000 SEC.61 BLK. 1 LOT.9.1 (N.Y.S.25)AS REQUIRED. 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL SOUTHOLD AFFORDABLE AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering P C 16.ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT. STABILIZED. New York State Education Law,Article 145,Section 7209,for any • HOUSING PROJECT Gm2person unless acting under the direction of a licensed Professional 17. THE CONTRACTOR TO CLEAN EXISTING DRAINAGE STRUCTURES ALONG AND IMMEDIATELY ADJACENT TO THE ROUTE 25 SITE FRONTAGE AT Engineer,Architect,or land Surveyor,to after any item in any way.If an Drawn by:JJC 1755 SlgSbee Road 53315 MAIN ROAD (NYS 25)THE COMPLETION OF CONSTRUCTION. sea an Engineer, OF 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN item bearing the l of Engi Architect,or Surveyor Mattituck,Land S is NewYork 11952 SOUTHOLD, NY PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER altered,the altering Engineer,Architect,or Land Surveyor shall affix to 18.ALL SIDEWALK SURFACES SHALL BE GIVEN A SLIP RESISTANT TEXTURE. A COARSE BROOM BROOM FINISH PERPENDICULAR TO SIDEWALK PERMANENT STABILIZATION,PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE the item his/her seal and the notation'Aftered by"followed by hislher Date: 1/21/2021 (631) 298-1986 (631)298-2651 fax SYSTEM CLEANED AND FLUSHED AS NECESSARY. signature and the date of such afterations,and a specific description of WWW.condonengineedng.cofll SLOPE IS ACCEPTABLE. GRADING & DRAINAGE PLAN e a eration. .--' �L i ti = ti = N/O/F PROJECT M R C LLS LOCATION NEIGHBORHOOD tsP�� 90 SHOPPING CENTER + + + + 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o o.o o.o 0.o o.o o.o 0.o 0.o O. o.tC VU:ATMO 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 LOCATION MAP 1•=600' Ufa- + I+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + � 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 0.0 0.0 0.0 0.0 S3.9°309309'E eDOEE85 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 + + + + t + S °4 '00 ' + + + + + + + + + t + t + + + + + t + + + + + t 2 8 A TU + + + + + + + + , + + LO o.o o.o o.o o.o o.o o.o .90 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 o.o o.o o.o o.o o.o o zo.o 0.0 0. zFo�o o.s� �.03 a �.o( 0 �-� 0,1 0.1 0.1 0.1 0.1 0.1 °1165.4�8 0.0 �M0.0 1 0 0 ,� o.o N FE. O.B'N CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING 30J.5.� o oMF FE. 0.7'N CHAIN LINK FE. R2S-WM 14 + 0.0 1 V.V 0.0 Ld - . - - +le 44 14 it ■ III U -5 fit +0. 0.0 0.0 w 1 + 10. + + + + + + + + + + + + + o + + + + + + + + + + 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.4 0.6 1.4 2.6 3.3 4.2 t5. +5.3 4.0 3.4 3.2 3.2 9CAt.2 +5.4 �604909-TE 2D W1F4 0.5 � mt ■ + j t + F t t t + + + + + + + + + + + + + + + + + + + + + t t + + + + + + + + + R + + + + + + + t + + + �I w + (� 0.0 1 0.0 O#N •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 0.0 0.1 0.3 0.4 0.5 0.6 0.7 0.7 0.7 f� 0.6 0.8 1.6 2.7 a.z J 1.3' 41.8 1.3 7' -0.0 0 0.0 1 + + + + + + + + + + + + 0' 10 3. BUILDING#4 -LIT 10. + + z 1 0.7 t0.9 1.0 1.1 1.2 1.3 1.3 1.2 1.1 1.0 1.0 0.9 0.5 . - .1 :0'T,; 4.2 1 0.0 0. 0 C0 _ Q ,i EX.2 STY.FR. HOUSE MIIt"'II m + i t + + + + + PROPOSED BUILDING #2 + + + + + + + + + + + + + + + + + + + + + + + + + I I # + , + + + + EK 0 0O 0.0 10.0 0 p p p•p p•p PROPOSED BUILDING #1 p,p p, p p p p p p p,p p p p,p p p p,p p,p p,p p,p p p 0,2 ,.2 1.s 1.s ,.7 ,.s z., 2.0 1.8 ,.s ,.7 ,.5 o.e o.a,, . ( FF EL.35.9 �D .�T� 0.0 0. � 2-STORY(64'x 28.5')3,640 GFA 2-STORY(64 x 28.5)3,640 GFA u 2-850 SF APARTMENTS N OV R 0 H W U F.F. 35.7 1.3 1.8 2.3 2.4 2.5 2.6 2.6 2.5 2.0 1.6 0.9 0.4 �0_1_ .0 1,979 GFA 0.0 0. �._ = I- F.F. 36.5 m + + '3S + + t + I UNFINISHED CELLAR + =QNC- W4�K CO + I- Q + + Q p + + + + + 4-813 SF APARTMENTS + + + + + + + + + + + + N0.0 10.0 Oo:Q 0.0 0.0 0.0 4-813 SF APARTMENTS 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 0.2 1.1 1.5 2.2 2.5 2.3 .3 2.3 ;1�2 1.3 0.8 0.3 0.1 .0 , 3 0.0 0. T.0 V) 0.0 UNFINISHED CELLAR UNFINISHED CELLAR FE. END 0. - 2s.4 10 �- R3S-WM R3S-WM IcCML + + + + + + + + + + + + p MOr0,0 0. 0.0 i 0.0 �0.- .0 0.0 0.0 0.0 MH: 8 0.0 0. �a.dv MH: 8 01 0.0 0.0 0.0 0.0 0.0 0.0 + + O sa.o v Y N29 40 30 W FE. END 0.2'N O.O O.O m t� 2.5 2.8 ALd HOUSE 215.48' o IY n W o p,p 0 0.0 0.0 0 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 1 .0 0.0 0.0 + + + + + + + + + + + + + + + F U Z 0.0 .0 .. + + 0.3 0.8 1.5 2.1 1.8 1.2 0.3 0.2 0.7 1.4 2.0 2.3 2.4 1.9 + + + + + + �I + + + + + + + + + + + + + + + + + + + + z+ + + •- 0� .0 0.1 0.1 [ R4S 0.4 0.0 0.0 0.0 0.0 0.0 0.0 C. ( .0 0.0 0.0 0.0 0.0 0�/a0 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 W + + + t + + MH:+S ( �' 3245 AI N R A Q + 0 + + 0.6 0.6 0.6 0.6 1.0 1.8 1.7 1 1.9 1.5 0.6 0.5 0.9 1.6 1.8 0 0.0 0.0 0.0 0.0 0.0 0.0 (� + + + + 5 + + 0 CORP+ + + + + + + + + + + + + + + + > 0.0 I 4S 0.0 0.0 0.0 0.0 0.0 19-WELL0$1 G 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 0.0 0.0 0.0 + MH: 15 0.0 PUBLIC WATER 1 + + 1 0.2 0.8 1.1 1.2 1.2 1.2 0.9 0.8 1.3 1.6 1.4 1.5 1.1 0.5 0.4 0.7 1.4 1.6 + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 N20° W5 'aW 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 -H + 0.3 1.1 1.9 1.6 1.7 1.9 1.2 0.6 0.7 0.8 0.8 0.8 0.6 0.3 0.3 0.7 1.5 1.8 0.2 + + +67• �1 + + + + + + + + + + + + + + + + + + + + + + + o� + + ° , „0.0 I . 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 c�.0 0.0 0.0 0.0 S30 16 00 E L0 4.96' R4S + + + + + + + m3 + .3 0.4 0.4 0.3 0.3 0.2 0.2 0.6 1.1 1.5 0.4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 01 + + 2 + ' 1 50 + .3 0.2 2 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 0.0 CMF .0 + + + 0.3 0.3 0.3 0.2 28.5� + 0.2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + ( + + + + + + + + + + + + 0.4 02 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 0.0 io.0 � 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 + I+ CD 0.9 0.9 0.6 0.6 ^' �° t 0 END+ ,S + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 -I 0.0 + + + + + + + + to 70 0.1 F0:0 G°05 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 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 c1 00 + � + 1.7 1.6 0.9 1.3 w 0 t 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 i 0.0 + + + + + + + + + R3S-WM Z cn rn N 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 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 MH: = > :-nx + i + 1.6 1.6 1.0 1.8 a.8 0 >0La O + 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + 0DMco 0.0 0.0 + + + + + + + + + + + (� � K) 6 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 0.0 0.0 UP 0.0 0.0 V6ODM AAA 0.0 0.0 0.0 R - . a. 4. � K w + �, + (T� REMAIN UNDISTURBED M 15 1.6 1.5 0.9 1.6 D Z A. + 0.0 + + + + + + + + + + + + + + + + 0.0 to + + + + + + � -1 o z 0.0 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 0.0 0.0 0.0 0.0 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .1 to G 0 Iz _ _ _ _ _ _ + 0 1.8 1.6 0.9 1.0 Dw + O.O +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 , + + + + + + + + 0.0 OCR 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 0LA 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 ORTO SIDE + +ate 1.1 1.1 0.6 0.4 0.0 +0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0 T P + + + + + + + ze.s 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 0.0 ,n.�_ + 0. � 0.0 0.0 0.0 0.0 0.0 0.0 .0 . - -- - ------------- + +z EDGE OF ASPHA T -- ----------- + + + + ----+ + + + + + o EN 1'S+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 + + + + + + + + + ---------------- 0.0___0.0_-_0.0 0.0 0.0 _tEp .® 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _____________ +_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 cl 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 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 0.0 N/O/F + + I + + + 0.0 0.0 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OT.6)M.o0F+o.50 tod0W 0.o gpTE�LAIWo 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 0.0 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 PUBLIC WATER SCALE: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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 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 Luminaire Schedule Scene: pole Symbol Label Qty Arrangement [MANUFAq Description Lum. Watts Lum. Lumens Total Lumens LLF R3S 1 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-PLED-III-M-24LED-35OmA-NW-HS 28.2 2889 2889 0.920 R4S 4 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-M-PLED-IV-24LED-350mA-NW-HS 28.2 2984 11936 0.920 R2S-WM 2 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-WM1-PLED-II-20LED-350mA-NW-HS 21.4 2343 4686 0.920 R3S-WM 3 SINGLE U.S.ARCHITECTURAL LIGHTING RZR-WM1-PLED-III-M-20LED-35OmA-NW-HS 21.4 2370 7110 0.920 2/25/21 TOWN PLANNING COMM. REVISIONS 26621 TOTAL SITE LUMENS , fi �. Calculation Summary (28000 LUMENS PERMITTED) RECEIVED ,�. � Scene: pole MAR 0 �. 2021 outhold i own Label CalcType Units Avg Max Min Avg/Min Max/Min U.S.ARCHITECTURAL&SUN VALLEY LIGHTING _ '/ {,�F 660 W.AVE. 0 Planning Board ,, c� i�..• -jl:;w scud.: -c� , Entrance Areas Illuminance Fc 4.02 5.2 2.4 1.68 2.17 PALMDALE, CA 93551 t 0� 081912 (661) 233-2000 S.C.T.M.: DIST. 1000 SEC. 61 BLK. 1 LOT.9.1 FESSIO�� Front Lot Illuminance Fc 2.10 5.6 0.2 10.50 28.00 SOUTHOLD AFFORDABLE Property Line Illuminance Fc 0.11 1.9 0.0 N.A. N.A. Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering' �.C■ 0 U S I N G PROJECT New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional 1755 Si sbee Road 0 C Rear Lot Illuminance Fc 1.02 2.4 0.1 10.20 24.00 Engineer,Architect,or Land Surveyor,to alter any item in any way.ff an Drawn by:JJC g 53315 MAIN ROAD (NYS 25) r Rem bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 Spill Illuminance Fc 0.00 0.1 0.0 N.A. N.A. altered,the altering Engineer,Architect,or Land Surveyor shall affix to SOUTHOLD, NY the item his/her seat and the notation'Altered by'followed by his/her Date: 1/21/2021 (631) 298-1986 (631)298-2651 faxMwok IN signature and the date of such alterations,and a specific description of www.condonengineering.com LIGHTING PLAN the alteration. N/0/F MRC LLS NEIGHBORHOOD SHOPPING CENTER I PUBLIC WATER UP I S29.30'30"E (DEED) S29"46'00"E z z S29■38'30"E (ACTUAL) f I LO FE. 0.8'N CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING 303.53 O CM 0.7'N CHAIN LINK FE. 165. 08 CMF 0.3'N CV 1 . . Ld I 1 '• . •� RCA CONCRETE DWY F RCA Q rn (� 29.74 1 10.3' -13. 41.8 1.3 .� o ,� 1 --1 - 4.0' BUILDING#4 O O co z 1 <L '•' H I EX.2 STY.FR. HOUSE � - m PROPOSED BUILDING #1 PROPOSED BUILDING #2 :;: „ I FF EL.35.9 '� •�7Y: j O O 2-850 SF APARTMENTS N ,bVE •��R�+� -' . LLJ 0 F•- 2-STORY(64'x 28.5')3,640 GFA m N O 2-STORY(64 x 28.5)3,640 GFA •a V F.F.35.7 _ 1 979 GFA ' • • • 6 ti P7 S F.F. 36.5 m ( UNFINISHED CELLAR N CONC. WA At z (� Q I- Q ■ 1 Q Q 4-813 SF APARTMENTS 4-813 SF APARTMENTS •;• •.• •®�'• 1 3 • - O ( p a. �.. •;• UNFINISHED CELLAR .•. .+. • • E ---- • •-�s.•w 1 ^ UNFINISHED CELLAR -• '•• •d ?� 1 C1 '^ •�. .•• w d- al GR. MON. " I m O U 1 !!U 100 sa.av -F.. sa.o o 0 w FE. -`l w HOUSE 2 N 215.48' m , \. .� • ....... .. _............................. ........_.............. . ..............._... ...................._.... .._ .. . . -.... . ..... ..:::: ;;=.7lic-.::..�:::..::.::..:::.::..:..:. J T ... .. �- . ........... ....... ............ . ................................. ................. ..... .. ......................... .. .. ......... ................ ... ........... ................. . ...,... t� ......................................................................................................... ................. -...... .. .......... .......................... ............ ...... ..L ...... ... ....... ................ .................... ................................. ........... .... .......................... . ... ............................ .. .. .. .... .. ........... .. Q ... ... .::::. W = ! L0 �� f' ................................................ /7 Vt* . . . . . . . . . . . . . . . . . . . . . . . . W o . w• •. ' ' ••..'•'• ' ' ' ' ' • ' - ' - ' '• . . • . • . . . . . . . . . . . ' ' • • ' ' ' o 53245 MAIN ROAD CORP . . . . . . . . . . . . . . . . . . . . . : ......... . . . . . . . . . . . . . . . . . > DWELLING I Gcc Q PUBLIC WATER i 46.7 SF LANDSCAPED ISLAND CMF - f N29■53 50 W F- 67. 01 ' -H 00 S30°16'00"E In In 4. 96 _ I -A- F t r %5 sir• 1 -Iv1 F C7) . • o 28.5' Io L w O Cnn X •;• FE. END 0.5'S _i L6 O , C O .0 -ziiw � O I II • Zr� rn � 1 = to 41 T I = > Lnx p mv -owlvp� _ I Drnao UP C . WOODED AREA N W v III (TO REMAIN UNDISTURBED) Z;13 o Z -n - - Cv = rUt D w L.., HORTONS LANE 2e.s <39 STOP SIGN c0 s /yam. QLT' -:-.-. - ------ u'...•.'.•.,. FE. END 0.1'S '.N29956 • - f ff f N/0/F TOWN OF SOUTHOLD SITE PLAN PUBLIC WATER REINF. RUBBER HOSE 12 GA. WIRE - TWISTED AND LEFT LOOSE RECEIVED 2 CEDAR STAKES - DRIVE AT PLANTING NOTES r � ANGLE AND DRAW VERTICAL 1. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. MAR 01 2021 _J 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND Southold-Town UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, CONTRACTOR SHALL NOTIFY LANDSCAPE Planning Board a TERR WRAP - ONLY WHERE ARCHITECT FOR SUGGESTED CHANGES. REQUIRED BY LAND. ARCH. 3. ALL PLANT PITS TO BE BACKFILLED WITH TOPSOIL BLENDED WITH 0-20-0 FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. 4" DEEP SHREDDED BARK 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4"DEEP FRESH MILLED SHREDDED BARK MULCH. MULCH " 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. y 4 DEEP SHREDDED BARK 6. ALL PLANT MATERIALS TO BE GUARANTIED FOR A PERIOD OF ONE YEAR AFTER PLANTING. 2/25/21 TOWN PLANNING COMM. CROWN OF BALL TO BE SAME MULCH 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST,THE PLAN SHALL GOVERN. _-_R_EVISIONS LEVEL AS IN NURSERY " 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER REQUIRED MATERIALS TO ,�� 0!66 SAUCER MAINTAIN A NEAT AND HEALTHY APPEARANCE. c�� pSEP/1 C r0,� 6" SAUCER 9. ALL PLANT MATERIALS AND LAWN AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. �� A % ' •'� 10.ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE APPLICANT. REMOVE TOP 1 3 OF BURLAP _� 1/3 / REMOVE TOP OF BURLAP AND ALL WIRE AND NON- `f;1 't`f`"` AND ALL WIRE AND NON- C_ BIODEGRADABLE MATERIAL _' c dxJ .��:• `` BIODEGRADABLE MATERIALS ` �, •� a.;_ :� TOPSOIL BACKFILL, MIN. OF • 4=`' 50% OF SOIL TAKEN FROM '�=s?- -�� ` �ESS{0 , :r -' ':. TOPSOIL BACKFILL - MIN. OF HOLE 50% OF SOIL TAKEN FROM HOLE I S.C.T.M.: DIST. 1000 SEC.61 BLK. 1 LOT.9.1 COMPACTED SOIL PEDESTAL SOUTHOLD AFFORDABLE 2 TIMES BALL DIA. 2 TIMES BALL DIA. �, COMPACTED SOIL PEDESTAL Condon Engineering P.C. Plans are prepared by Condon Engineering,P.C. It is a vitiation of the Scale:AS SHOWN , HOUSING PROJECT New York State Education Law,Article 145,Section 7209,for any Gm4 PLANTINGDETAIL person unless acting a direction of a licensed Professional 1755 Si sbee Road Engineer,Architect,orr Land Land Surveyor,to after any item in any way.If an Drawn by:JJC g 53315 MAIN ROAD (NYS 25) SHRUB PLANTING DETAIL OF item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituek, New York 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to SOUTHOLD, NY the item his/her seal and the notation'Aftered by'followed by his/her Date: 1/21/2021 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description of www.condonengineedng.com LANDSCAPE PLAN the alteration. J SURVEY OF PROPERTY 2021 A T SOUTHOLD TO WN OF SOUTHOLD SUFFOLK COUNTY N. Y. 01000-61-01-9.1 SCALE- 1 "-30 APRIL 27, 2018 N/O/F FEBRUARY 25. 2020 (REVISED ELEVATION) MRC LLS NEIGHBORHOOD I SHOPPING CENTER „P I PUBLIC WATER I o S29'46'00"E S29'30'30"E (DEED) I S29'3830"E (ACTUAL) I Lo FE. 0.8'N CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING 303.53' o o FE. 0.7'N \ 165.08' CMF FE. 0.3'N V c� c� CHAIN LINK FE. EL.31.4' — - W EL.36.7 EL.35.4 CMF LLJ O z EL.31.2 O ^ (V CONCRETE a J _ Q 10.3' 1.3' 41.8 •� ¢ O Z . I Q ®TH RCA �0 n I 2 STY. FR. 2ND STY Q Q 2 LL! (� o I HOUSE 9 N OVER PORCH 3 Q LLJ p Q PORCH I FF EL. 35.-1 N ►^7 I a ^ EL. 34.5 1.3' rn CONC. WALK z z (0 Q Q o FE. END 0.6'S 000 o w GR. MOH. CMF EL.31/l EL.31.5 J W 0 HOUSE p"iN29'40'30"W FE. END 0.2'N o0 215.48' I O m N/O/F N i I W CONC. CONC. ((� Lo 53245 MAIN ROAD CORP 1 z Q o >AW W s�,B SLAB N N DWELLING / Q Q v o o cQo � PUBLIC WATER I O Q) I O CMF EL.34.8 Z (p EL.35.7 N29'53'50"W r S30'16'00"E Z 67.01 0 4.96' CMF to EL. 1 I p CMF O x Lo ( I I O FE. END 0.5'S 00 Lfi - I I . 1I UP 1 1 W 3 1 >: Z O 1 clq � 3 O —_ - - - - - - _ _ HORTONS LANE STOP SIGN � d EL.38.4 EDGE OF ASPHALT FE. END 0.1'S I EL.36.3 - - - TEST HOLE DATA O EL.37.7 N29056'10"W 189.15' x TOWN OF SOUTHOLD McD00411712018 NALD EN�CE I PUBLIC WATER EL. 34.4' i DARK BROWN LOAM OL KEY Q = REBAR $ ® = WELL BROWN SILT ML ® = STAKE SET iup IS = TEST HOLE 8 ® = PIPE ® = MONUMENT O = WETLAND FLAG BROWN FINE TO MEDIUM OF t �� c0u = UTILITY POLE SAND SP 17' NO WATER ENCOUNTERED• ELEVA710NS & CONTOURS ARE REFERENCED TO NAVD '88 NOTE. , e / ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION Y.S.j `� :;°t c J L/C. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. p r/r PECON/C`.SURVE?ORS, P. C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77RCA77ONS AREA = 4[J, 707 SQ. FT . (631� 765-5020 FAX (631) 765- 1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRA VELER STREET Q SOUTHOLD, N. 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ORDER AND PRINT. 6 . 0 0 W N i /J I N/O/F PROJECT ti5� `yF� E M R C LLS LOCATIONo NEIGHBORHOOD SHOPPING CENTER PUBLIC WATER LOCATION MAP •=soo' mUP i EXISTING POURED CONC. 03 S29°30'30"E (DEED) SIDEWALK,CURB AND S29°46'00"E LO z S29°38'30"E (ACTUAL) CURB CUT TO REMAIN i L(■� ' 165. 08 o.3'N N FE. 0.8'N 303.53 o CMF FE. 0.7'N CCHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING U CHAIN LINK FE. T - - -- - -- W v W �Rd ' NCRETE DWY 0 v 1 29.7' Q w / �\ /� F�CAV �I -------- ----------------------- D 3 19.a v. - D 7.9 10.3' 1 .3 �. w 64.VPROPOSED RCA ° ° F 4-0 3 BUILDING#4 c (0 z ss.a I D D o ri ( EX.2 STY.FR.HOUSE 0 m - '� PROPOSED BUILDING #1 PROPOSED BUILDING #2 I PARKING AREA ° 1- I 4 ND STY 2-STORY 64'x 28.5' 3 640 GFA I a o °1 i 0) FF EL.35.9 O O 1 OVER PORCH I 2-850 SF APARTMENTS N c� 0 (� W 2-STORY(64 x 28.5)3,640 GFA ( ) , g u N • W __ I e-. 2 1- C� - F.F. 35.7 D I UNFINISHED CELLAR N CONC. WALK z (0 Q I- Q I-V F.F. 36.5 20.0' ; v1s.°' 22.°' CONCRETE 4-813 SF APARTMENTS FE._ °ENti 0 ° ■ i 4-813 SF APARTMENTS I ° v D ° A D PORCH 1.3 29.4' UO ^ UNFINISHED CELLAR UNFINISHED CELLAR ,t-- '0 Q 'S v, I i o STOP I GR. MON. ICKET - V J , R1-1 I HOUSE N29 40 30 W FE. END 0.2'N0 m • • 64.av saav 69.6' I Y ° f ff J ..................... 0 w 215.48 I I w w -::r:::r ::.:::::::. . ::. ::::. :::::::.::. :::: ::::::. :.:::: ::::.:::::::.:::::.�..............: :::.� ...............�... ::: ::::: .:.::.... :.::.: r ..............................._... ...: ..... J _...... ............ ............................�............. ....... _._...._. .... .... ....a .. ...... ....... . .. . .......... ........ .. b .::::: . ... -: .. . .. .. .. .... ... . .. ............ .... . .. . .. . ....::. O Q ........ ....... ^ p I w I I I N z W o b 8 N / / Q ^ o a W W 7 O ---- = -------------------------- o cN N O F ^ I> < 0 TYP 1,J � I <:Y co � 53245 MAIN ROAD CORP c > 15 I R4.a DWELLING I G R� PUBLIC WATER PROPOSED ASPHALT I CMF N29°53'S0"W �■■- PROPOSED POURED PARKING 19a 67. 01 op LEGEND EXISTING PROPOSED CONC. CURB (TYP.) PROPOSED POURED ; O S30°16'00"E I I a CONC.SIDEWALK(TYP.) ^ Ln ASPHALT PAVEMENT(TOWN SECTION) R15.a 4. 96 I I Rz.o' I ASPHALT PAVEMENT(TOWN ROW SECTION) CMF 141. CONCRETE SIDEWALK 28.5' YELLOW LINE O R I� CA PAVEMENT a I3 PROPOSEq 12" i a e CONTOUR WIDE STOP BAR FE. END 0.5'S o 0 PROPERTY LINE I CK) I Z co ;U 'O 22.0' 19.a sir 5.a Z � WOODSLINE = -n :T X p I UTILITY POLE CC_) O I SIGN �- 7 vDrn � C - n ;U IV to UP WOODED AREA w r POLE MOUNTED LIGHT (TO REMAIN ONDISTURBED) � z o Z Z � WALL MOUNTED LIGHT El w , fn 0 w O DwU_ F„ - - - - - - - - - - , N .. o HORTONS LANE L, ________________ � ______ __ ______________-______ _-_ ______-____- (� EDGE OF ASPHALT -_-- m FE. END 0.1'S > » > N/0/F • RELOCATED STOP SIGN TOWN OF SOUTHOLD SITE PLAN PUBLIC WATER SCALE:1'=20'-0' SITE DATA TABLE PARKING CALCULATIONS PARKING REQUIRED: OWNER/APPLICANT: HC NOFO LLC.C/O TODD FEUERSTEIN 14 AFFORDABLE HOUSING UNITS=2 PARKING STALLS PER UNIT 817 BROADWAY,4TH FLOOR 2 STALLS PER UNIT X 14 UNITS=28 STALLS NEW YORK,NY 10003 mobiletodd@horcap.com PARKING PROVIDED: RECEIVED (917)482-4439 28 PARKING STALLS PROVIDED(INCLUDING 3 HANDICAP ACCESSIBLE STALLS) JAN 2 8 2021 ZONE HB-HAMLET BUSINESS(AHD PROPOSED) ZONING COMPLIANCE TABLE (AHD ZONE) Southold Town USE OF PROPERTY AFFORDABLE HOUSING UNITS REQUIRED PROVIDED Planning Board AREA OF SITE 48,707 S.F.OR 1.12 ACRES BUILDING HEIGHT 35' <35' AREA OF BUILDINGS(TOTAL) 12,899 S.F. FRONT YARD 35' 35.0'(PROP.BLDG.)(29.4'EX.BLDG 4) PERCENT LOT OCCUPANCY 26.5% REAR YARD 35' 69.6' AREA OF PAVING(INCL..WALKS) 14,931.3 S.F.(30.7%) SIDE YARD 15' 15.0' AREA AND PERCENT OF NATURAL MIN.LOT AREA 10,000 SF 48,707 SF VEGETATION PERMANENTLY TO REMAIN 7,072 S.F.(14.5%) BUILDING AREA 30.0% 26.5% AREA OF DISTURBANCE 41,590 S.F.(0.955 ACRES) 0�v�f MIFDU TENANT OCCUPIED POSTAL DISTRICT: SOUTHOLD UNITS(850 SF MAX.) 3,300 SRUNIT 3,479 SF/UNIT(14,UNITS) yk o )tz-, SCHOOL DISTRICT: SOUTHOLD UFSD FIRE DISTRICT: SOUTHOLD FD 081912 ELECTRICAL SERVICE: PSEG / p`� � WATER SERVICE: SUFFOLK COUNTY WATER AUTHORITY. S.C.T.M.: DIST. 1000 SEC. 61 BLK. 1 LOT.9.1 GAS NATIONAL GRID SOUTHOLD AFFORDABLE Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering, P.C. HOUSING PROJECT New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional 1755 Road Si sbee Engineer,Architect or Land Surveyor,to alter any item in any way.If an Drawn by:JJC g 53315 MAIN ROAD (NYS 25) F item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to SOUTHOLD, NY the item his/her seal and the notation'Altered by'followed by his/her Date: 1/21/2021 (631) 298-1986 (631)298-2651 faxlift EM signature and the date of such alterations,and a specific description of www.condonengineedng.con 1 DIMENSIONAL SITE PLAN the alteration. DRAINAGE CALCULATIONS: N/O/F THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" M R C LLS RAINFALL. STORAGE TO BE PROVIDED IN V DIAMETER DRYWELLS PROVIDING 42.24 CF PER VERTICAL FOOT OF STORAGE AND PRECAST LEACHING GALLEYS PROVIDING 32 NEIGHBORHOOD - CF PER VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED ON THE FOLLOWING SHOPPING CENTER RUNOFF COEFFICIENTS: ROOF 1.0,ASPHALT PAVEMENT 1.0 AND LANDSCAPING 0.15. I PUBLIC WATER PROPOSED SEWAGE DISPOSAL SYSTEM NO.4 DRAINAGE AREA"A" (BUILDING#3 PARKING AREA) GALLEY E-1-E-2 I STORAGE REQUIRED: m P (84%X 4'-9-W X 2'-6"DEEP) ROOF/PAVEMENT AREA: 3,957 SF X 1.00 X 2"/12= 659.5 CF RIM 35.0 I LANDSCAPE AREA: 5,289 SF X 0.15 X 2"/12= 132.2 CF o PROPOSED SEWAGE S29 30'30"E (DEED GALLEY F-1-F-2 , ^ 791.7 CF S29°46'O "E PROPOSED SILT FENCE ALONG DISPOSAL SYSTEM N0.2 S29 e38'30"E (ACTUAL) (8'-s"L T 4'-9"W X 11'-0"DEEP I V , 791.7 CF/42.24 CFNF=18.7 VERTICAL FEET REQUIRED i E. 0.8'N LIMB OF DISTURBANCE LINE 303.53 f o o CM FE. 0.7'N \ 65•DU CMF 0.3'N N \ CHAIN LINK FENSE ON CONCRETE CU ING CHAIN LINK FENSE ON CONCRETE CURBING (41,590 SF) C, CHAIN LINK FE. / u EL.31.4 I STORAGE PROVIDED: A_j\ . . - W W W w w W W W W W W W W W W Wid W USE 2-10'0 DRYWELLS-10 VF EACH=20VF X 42.24 CFNF=844.8 CF>791.7 CF E L.3 6.7 4 ��AS-GAS-GAS GAS GAS GAS GAS GAS-GAS-GAS-GAS GAS-GAS-GqS GAS GAS-GAS GAS-GAS GAS-GAS CAS-GAS-GAS- GAS Gl ---•GAS'-GAS-G/ GAS-GAS-GAS GAS-GAS GAS-GAS 3GAS Z E L.31.2 o f I �..\...............TEST HOLE#2 W N o IY p \\ ,< -0 ,� I „� RCA CONCRETE �Y I l-- DRAINAGE AREA"B" (BUILDING#3 REAR ROOF) I 1\ 35 RCA - - --------------- -- E REQUIRED Q --------- 351 s STORAG : 1 � I � _ I � _ - ------------ -�� 1.3' 41.8 1.3 TEST HOLE#1 F�34 4.o BUILDING#4 _ z ROOF: 912 SF X 1.00 X 2/12= 152.0 CF \ 3s5 \ N rI I EX.2 STY.FR. HOUSE � _ 3 a m Q ' 'PROPOSED BUILDING #2 \_ ®® i GAS G -G GAS-GAS G -� co PROPOSED SEWAGE 1 \^ p PROPOSED BUILDING #1 `� I \_gyp - : \ II I- I FF EL.35.9 O DISPOSAL SYSTEM NO.1 o I i 2-ST'O Y(64'x 28.5')3,640 GFA m -'- - �• • I� J/ - / ; /� ( r,� I I � N ND STY O � 152.0 CF 142.24 CF/VF=3.6 VERTICAL FEET REQUIRED • • . • 2-850 SF APARTMENTS /OVER PORCH \ N e (� W 2-STORY(64 x 28.5)3,640 GFA I I �� '� 1,979 GFA I Q ^ _ ~ STORAGE PROVIDED: U F.F. 36.5 t \ F.F. 35.7 \ •... i I • • m i 4-813 SF PARTMENTS N �� ". ( �� _ p _ _� I UNFINISHED CELLAR N CO C. WALK o Zo tp Q F--- Q ------ 4-813 SF APARTMENTS - USE 1 10'0 D(n 0 RYWELL-4 VF EACH=4 VF X 42.24 CF/VF=169.0 CF>152.0 CF ■ 36 I UNFINISHED CELLAR �t'. • • FE. E�J6'0. • 1r -- -. ------------------ zs 3 v - \ UNFINISHED CELLAR -. 1 \ I 34�5 W . •."• 36.5 G \ 5.7 -�. •-• -•• �J ` MON. T °' °° o " U DRAINAGE AREA"C" (BUILDING#1 PARKING AREA) 00 N29 40 3 FE. END 0.2'N I I EL.31.5 O -J STORAGE REQUIRED: • 64A'V +96.0 I I 35.7 4 64.D'V ` I Y e f I \ i �� \ 36s I 3x7 rc ssi �, ; `•� <• o HOUSE DIRECT RUNOFF IN 215.48 I Y ��/ m ROOF I PAVEMENT AREA: 5,963 SF X 1.00 X 2"/12= 993.9 CF _ \\END CURB o e-- \ I �� 1 �� 1 I Q DRIVEWAY TO INLETS Q L1 LANDSCAPE AREA: 5,544 SF X 0.15 X 2"112= 138.6 CF BC36.6± \ �• / ` I I < 1,132.5 CF \ TC36A TC36.4 TC36.0 TC35.6 �� , �, ^ z 1,132.5 CF/42.24 CF/VF=26.8 VERTICAL FEET REQUIRED �_ \ \\ BC 35��` BC 35 9 BC 35 5 I I BC 35.1( 35 51 i / -J ; f ^, C j ' I �• �r lv � Z � \ LLJ I �� O I O N N/0/F o0 STORAGE PROVIDED: W C' \ o c363 I I • ~�• 3s, CO 53245 MAIN ROAD CORP Q USE 2-10 0DRYWELLS-14VFEACH=28VFX42.24CFNF=1,182.7CF>1,132.5CF \ \ O ( �... 2 J > TC�A I Bch \\\ D ��3�5� I s GAS-GAS GAS-GAS- AS GAS DWELLING I DRAINAGE AREA"D" (BUILDING#2 PARKING AREA I BLDG#2) < 1`� BC37\7 \ T 35.9 W• ,W, .W • • �--- PUBLIC WATER I STORAGE REQUIRED: \ .8.35.4 f f EL.34.8 ROOF/PAVEMENT AREA: 6 872 SF X 1.00 X 2712= 1,145.3 CF DRYWELLC-1 \ I Bc34.9 CMF ° , 8'fa X 14'DEEP DRYWELL \\ I DRYWELL ,D-2 I EL.35.7 N29 53 50 PROPOSED SEWAGE ® ; 67. 01 f DISPOSAL SYSTEM N0.3 � 1,145.3 CF 142.24 CF/VF=27.1 VERTICAL FEET REQUIRED TC36A RIM 35.2 \\ 810 X Ik'DEEP DR .o 00 7;/ INV 31.5 \ RIM 34.4 3s C \ INV 30.0 � STORAGE PROVIDED: S30e16'00"E \ l I I TC361;1 .9 TC35.6 < PROPOSED SILT FENCE ALONG USE 2-10'0 DRYWELLS-14 VF EACH=28 VF X 42.24 CF/VF=1,182.7 CF>1,145.3 CF 4. 9 6' 36� Bc 35 s BC 353 In LIMIT OF DISTURBANCE LINE \ '_._._._. ............................................._. TF __ _--. J�us e-- (a1,590 SF) DRAINAGE AREA"E" (BUILDING#1 REAR ROOF) \ CyMF Tic \\ 36.2 zas 361 ` O I STORAGE REQUIRED: " O ROOF: 912 SF X 1.00 X 2/12= 152.0 CF DRYWELLC-2 \ Tc36.o � I END CURB .� 810 X 14'DEEP DRYWELL i \ 3s s BC 37.3t I o j� RIM 35.2 i \ i 152.0 CF/32 CF/VF=4.8 VERTICAL FEET REQUIRED IUJ=I ! INV31.5 i � \ \ FE. END 0.5'S I _ STORAGE PROVIDED: DRYWELL A- \ T 00 00 ;U p li USE 2-LEACHING GALLEYS-2 GALLEYS X 2.5 CF/VF-5 VF<4.8 VF 8'0 X 10'DEEP DRYWELL RIM 35.1 rc36.1 �, � ITI 1 I DRAINAGE AREA"F" (BUILDING#4 PARKING AREA) I \ INV31.0 j TC36.2 ec356 = y T BC3s.7 35.4 36a m �,, ,�, o I STORAGE REQUIRED: \ ! 0 Y P' w ROOF/PAVEMENT AREA: 3,888 SF X 1.00 X 2"/12= 648.1 CF 0 ;U �y T� _�r UP \ WOODED AREA 648.1 CF/32 CFNF=20.3 VERTICAL FEET RE UIRED (TOZEMAIN UNDISTURBED) _ > o zQ G) z O STORAGE PROVIDED: \ DRYWELL A•2 > USE 2-LEACHING GALLEYS-11 VF EACH-21 VF<20.3 VF 8'0 X 10'DEEP DRYWELL i D �"� i � \ \ RIM 35.1 \ INV31.0 N HORTONS LANE \ \ I t_s - --- - 36.1_O 28FOSTOP SIGN \ L.-.-._._.-._. ._. . . (�1Lo C 5.9 362 35 7�� 1 (n EDGE OF ASPHALT \ ---- FE. END 0.1'S EL.38.4 ----- \ \ TC36.2 ---------TC�.6 -- --------------- p\ \ BC35.7 BC35.s -_---- _--- - - LEGEND EXISTING PROPOSED EL.36.3 DRYWELL-GRATED \ ' " ' INLET OR SOLID COVER 00 F \ N/O/F \\ i TOWN OF SOUTHOLD DRYWELL B-1 SITE PLAN CLEANOUT C.O. \ _z PUBLIC WATER 8'0 X 4'DEEP DRYWELL SCALE:V=20`-0• I/A TREATMENT TANK Cv V \ EROSION CONTROL MEASURES LEACHING POOL 0 GENERAL NOTES 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE ROOF DRAIN _______--__-- 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD, NYSDEC,DURING THE COURSE OF CONSTRUCTION,CERTAIN EROSION AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION AS REQUIRED. SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE DRAINAGE PIPE D TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES,DRAINAGE SANITARY SEWER 2. TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY BY PECONIC LAND SURVEYING. INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE CONTOUR - - - 35 -- - 35 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: SPOT GRADE 35.9+ CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY TC 35.9 IN THE FIELD. - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN TOP/BOTTOM CURB B-C 3� UNDISTURBED. FLOW ARROW � 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. PROPERTY LINE - THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. REDUCE RUNOFF VELOCITIES. SILT FENCE - SEDIMENT SHALL BE RETAINED ON THE SITE. STABILIZED CONSTRUCTION ENTRANCE � RECEIVED 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 UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND WOODSLINE �- MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE"NEW .IAN 2 8 2021 BURIED ON-SITE. YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". UTILITY POLE �Qj Southold Town 7. ALL ROOF DRAIN LEADERS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN 2 LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DRAIN LEADERS. . SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE SIGN Planning Board �- -Q- INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION DROP INLET PROTECTION I f Rl l l 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ALLOW THE STRUCTURE TO,WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. ADJACENT PROPERTIES,WETLANDS OR ROADS. POLE MOUNTED LIGHT 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED WALL MOUNTED LIGHT C] THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL 10. ALL DRAINAGE PIPING MATERIAL TO BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. APPROVED EQUAL. INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 15"DIAMETER AND ROOF DRAINPIPE SHALL BE 6'OR AS NOTED ON PLANS. ALL PIPING TO HAVE MINIMUM 2'OF COVER. - 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM REVISIONS SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS, 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF ETC.AS REQUIRED. SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND .`F, NENI)0 MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE � H C PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION C-) FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE 12.GAS SERVICE TO BE COORDINATED WITH NATIONAL GRID. b r to MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING AND/OR REPAIR OF '',I `0 s- I SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET 13.ELECTRIC SERVICE TO BE COORDINATED WITH PSEGLI. j� PROTECTION. 14.INTERNET AND TELEPHONE TO BE COORDINATED WITH VERIZON OR OPTIMUM. 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 15.THE CONTRACTOR SHALL EMPLOY THE APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES ALONG THE MAIN ROAD S.C.T.M.: DIST. 1000 SEC.61 BLK. 1 LOT.9.1 (N.Y.S.25)AS REQUIRED. 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL SOUTHOLD AFFORDABLE AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE Condon Engineering, P (i 16.ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN • HOUSING PROJECT New York State Education Law,Article 145,Section 7209,for any STABILIZED. person unless acting under the direction of a licensed Professional 17. THE CONTRACTOR TO CLEAN EXISTING DRAINAGE STRUCTURES ALONG AND IMMEDIATELY ADJACENT TO THE ROUTE 25 SITE FRONTAGE AT Engineer,Architect,or Land Surveyor,to after any item in any way.If an Drawn by:JJC 1755 SlgSbee Road 53315 MAIN ROAD (NYS 25)THE COMPLETION OF CONSTRUCTION. 0 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN item bearing an Engineer, Surveyor the seal of Engi Architect,or Land S is Mattituck, New York 11952 PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER altered,the aftering Engineer,Architect,or Land Surveyor shall affix to SOUTHOLD, NY 18.ALL SIDEWALK SURFACES SHALL BE GIVEN A SLIP RESISTANT TEXTURE. A COARSE BROOM BROOM FINISH PERPENDICULAR TO SIDEWALK PERMANENT STABILIZATION,PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE the item his/her seal and the notation'Aftered by'followed by his/her Date: 1/21/2021 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description of WWW.condonengineefing.corn GRADING & DRAINAGE PLAN SLOPE IS ACCEPTABLE. SYSTEM CLEANED AND FLUSHED AS NECESSARY. the alteration. n ti = ti = - N/O/F PROJECT M R C LLS LOCATION ROPo �o NEIGHBORHOOD SHOPPING CENTER I PUBLIC WATER LOCATION MAP UP I I = 00' S29.30'30"E (DEED) I I N S29"46'00"E , S29`38 30"E (ACTUAL) ' LO FE. 0.8'N 303.53 0 nO) CMF-_FE. 0.7'N 165. 08 CMF 0.3'N CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FE. T � 00.0 Ld 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 0.1 0. f 1.4 + W + .6 5 +o + 4.9 5.6 0.0 zz $.3 $.4 $.4 $.5 $.6 $.6 $.6 $.66 $.5 $.6 11.2 '.9 4.4 4.8 Q3- M 4 4.1 �1.7 '1.6 ��Q3 fIVM f mR AE�L�W�0 $.2 � ■ I- 3 1.1 1.1 1.6 `3.2 $.2 MH: MH: 1 � .0 $.8 $.91.0 .111.311.4 .4 Q L/J 1� Q ,1 o Ir I EX. STY.FIR HOUSE 3 �� 7 m w w - ,' PROPOSED BUILDING #1 PROPOSED BUILDING #2 'i.5 .8 ii.9 iz.0 �1.3 12.6 12.6 12.3 12.1 ii.9 .0 1�.4 �2.91 I FF EL.35.9 � O O z I 0 ii.9 �1.6 +3.1 `3.3 °3.7 4.0 4.0 $.7 $.3 $.1 12.6 .9 11.011 co I ND STY ry 0 ~ 2-STORY(64'x 28.5')3,640 GFA 2-STORY(64'x 28.5')3,640 GFA m 2-850 SF APARTMENTS N U O (� W + U OVER PORCH LU V F.F. 36.5 F.F. 35.7 1.9 �.9 4.1 4.8 t.2 t.4 $.4 $.2 � 1,979 GFA (j � n 2 1-- N CONC. WALK z Q F- Q ■ Q m 4-813 SF APARTMENTS ,5.3 FINISHED CELLAR - C) .0 4-813 SF APARTMENTS 1.5 1 A $.7 $.0 $.2 Q3S $.2L--[fl ' U Q �. w UNFINISHED CELLAR FE. END 0. 2s.a U w UNFINISHED CELLAR Q Q3•WM Q3-WM `h 10010 0. 0.0 0.0 0.1 0.2 0.3 03 ,0 > » 0 `JJ HOUSE N29 40 3 W FE. END 0.2'N � 0 m •0 64.ao MH:8 rwry MH:8 Y J ►� 4 �.5 215.48 I Y :D = r- 0 $.3 $.3 $.4 $.7 O �F- wW F N+ + + + + + + Q4s1+.9 + + + + + + 0.3 1.0 1.9 2.8 2.4 2.1 0 MH: 0 1.4 1.8 2.6 3.3 3.8 3.4 CLLJ �I1 _z N N 0 F o W + I- 53245 MAIN ROAD CORP > > 1 O 1.0 1.1 1.1 1.0 1.7 3.4 3.9 4.0 2.8 1.1 0.7 1.5 3.1 3.8 Q4S DWELLING I Q v MH:15 �{ U0 PUBLIC WATER I /1/ 1 2 0.5 1.5 2.4 2.4 2.4 2.4 1.8 1.7 2.7 3.0 2.7 3.0 2.2 1.0 0.7 1.4 2.8 3.7 04F 0.1 1V29■5�3"51.0.0W 0.0 0.0 + + + + + + + + + + + + + + + + + 67. 01 2 0.6 2.1 3.7 3.5 3.5 3.8 2.2 1.2 1.3 1.4 1.3 1.3 1.0 0.6 0.6 1.4 3.0 3.9 0.6 O S30°16'00"E ' rZI I Q4 + + + + + + + + + + v7 w 4.9 6 S 1 0 5 .5 0.6 0.6 0.5 0.4 0.3 0.4 1.1 2.3 2.8 0•9 L0 I CMF + + 0.6 0.6 0.5 0.3 za.s 0.4 O In- 1^ 10 vJ w 1.7 1.8 1.1 0.9 � O y1 FE. END 0.5'S + + + + Z a,° X 3.3 3.3 1.7 1.6 w � .0 MH:8 cn -nn -n M H: 2 > T x 0 I 3.6 3.3 1.8 2.3 t5.9 0 D rn w W 0 I C I�� U P r WOODED AREA . . K w r W (TO REMAIN UNDISTURBED) MHQ4S 5.7 3.2 i.8 i.9 z o Z oz + + + + n w 4 O - - - - (\J 3.5 3 1.7 1.30.0 + + + + HORTONS LANE STOP SIGN 2.0 2.1 1.1 0.5 zes 0.0 Z - -- - ___ + + + + -- ------------- EDGE OF ASPHALT ----________ FE. END 0.1'S + + + + + + + + + + + + 0.0 N/0/F TOWN OF SOUTHOLD SITE PLAN PUBLIC WATER SCALE:1'=20'-0' RECEIVED Luminaire Schedule JAN 2 8 2021 Scene: pole �- South6-13-Town Planning Board Symbol Label Qty Arrangement [MANUFAC] Description Lum.Watts Lum. Lumens LLF Q3S 1 SINGLE U.S. ARCHITECTURAL LIGHTING QSR-LED-2480-PLED-III-NW-HS 65 5929 0.920 Q4S 4 SINGLE U.S.ARCHITECTURAL LIGHTING QSR-LED-2480-PLED-IV NW-HS 65 6107 0.920 Q3-WM 5 SINGLE U.S.ARCHITECTURAL LIGHTING QSRW1-2050-PLED-III-M-NW 32.7 3849 0.920 REVISIONS of NEW p Calculation Summary r Scene: pole U.S.ARCHITECTURAL&SUN VALLEY LIGHTING Label CalcType Units Avg Max Min Avg/Min Max/Min 660 W.AVE. 0 PALMDALE, CA 93551 Entrance Areas Illuminance Fc 7.36 9.2 5.7 1.29 1.61 (661) 233-2000 S.C.T.M.: DIST. 1000 SEC. 161 BLK. 1 LOT.9.1 Front Lot Illuminance Fc 3.09 8.7 0.1 30.90 87.00 SOU'THOLD AFFORDABLE Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering, P.C. HOUSING PROJECT New York State Education Law,Article 145,Section 7209,for any n3 Property Line Illuminance Fc 0.19 2.8 0.0 N.A. N.A. 1755 Si sbee Road p rtryy person unless acting under the direction of a licensed Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If an Drawn by:JJC g 53315 MAIN ROAD (NYS 25)Rear L©t Illuminanc O item bearing the seal of an Engineer,Architect,or Land Surveyor is SOUTH OLD, NY e Fc 1.89 4.0 0.2 9.45 20.00 anered,the altering Engineer,Architect,or Land Surveyor shall affix to Mattituck, New York 11952 the item his/her seal and the notation'Aftered by'followed by his/her Date: 1/2112021 (631) 298-1986 (631) 298-2651 fax ro signature and the date of such alterations,and a specific description of www.condonengineedng.com LIGHTING PLAN the alteration. N/O/F M R C LLS NEIGHBORHOOD SHOPPING CENTER PUBLIC WATER UP I CQ S29°30'30"E (DEED) S29 046'00"E z z S29°38'30"E (ACTUAL) f I LO FE. 0.8'N CHAIN LINK FENSE ON CONCRETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING 303.53 o CMF 0.7'N 165. 08 CMF 0.3'N V 0 CHAIN LINK FE. Cm4 I 1 • •• • • D• •D • • • •D • D D- ° . D. W 1 '•' Lij jUA'7 .D D •v D •D }..� v v ° Z 1 '�' v. D . v : . RCA CONCRETE DWY \'S F— ^ A v. p +4 29.7j 1 D •1.3' 1.8 1.3 O _ 1 J '�7�. ° r 4.0 10.3' BUILDING#4 �. O w z 1 Q '•'.' - I O co 1 PROPOSED BUILDING #2 o D p r♦ EX.2 STY.FR. HOUSE m w I P PROPOSED BUILDING #1 �� T O O 1 i P— 2-STORY 64'x 28.5' 3,640 GFA �'- o . o D D FF EL.35.9 N N'D.s • v 2-STORY(64 x 28.5)3,640 GFA ( ) a v . . ° 2-850 SF APARTMENTS N ,ba7E F p-0R�t ,- (\ W L� U F.F. 36.5 F.F. 35.7 0 - •a _ 1,979 GFA �-- f� 2 I— Q - _ 4-813 SF APARTMENTS ° ,�' I UNFINISHED CELLAR • CONC. WA ; z (p F Q Q 4 813 SF APARTMENTS D •® 1.3 0 UNFINISHED CELLAR UNFINISHED CELLAR �•� `E p °. v '.29 0 rn i r.. •GR.�MON.• -- -- •l •d •••=��11/ - sa.ao � sa.nv 5v f ff r•) �� a, ,\\�:'.' W HOUSE 215.48' m . • w _... . �\ w • . ...... ..... . ... ..... . . .. .. . .. .... ....... .. ... . ...•. . • . • R • • • . • • • • .................. a _lr:. :. :.... .. . . Y .................... ...... ........ ....... .. ... .................................................... .................... W _ ; . .......... .... . .LEllU6., w. C3 (VW oN N/O/F oQ o .�,� .�,� . . :.. . . d- 53245 MAIN ROAD CORP cc > DWELLING I G Q v PUBLIC WATER f F N29°53'50"W 67. 01 ' 00 ° f ff I O S30 16 00 w fO 4. 9 6' .... •CMF 2&5' O w \� o Ln I -iw FE. END 0.5'S I -� O • -n � O �- m > �nx C I y rn W ' o . C UP WOODED AREA m N W w (TO REMAIN UNDISTURBED) > Z o z ' w w ^ w YI W -n . . . . O - - - - - - ' � HORTIONS LANE gad- o 09, STOP SIGN _ 2 S (Q • D6 •pEl ALA. —T—; �_ _ FE. END 0.1'S ion :1 f ff f I N/0/F ' I TOWN OF SOUTHOLD SITE PLAN PUBLIC WATER SCALE:1'=20'-0' REINF. RUBBER HOSE LEFT LOOSE TWISTED AND RECEIVED 2 CEDAR STAKES — DRIVE AT PLANTING NOTES J�AN__,2 s 2021 Southold Town ANGLE AND DRAW VERTICAL 1. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. Planning Board 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, CONTRACTOR SHALL NOTIFY LANDSCAPE a TERR WRAP — ONLY WHERE ARCHITECT FOR SUGGESTED CHANGES. REQUIRED BY LAND. ARCH. 3. ALL PLANT PITS TO BE BACKFILLED WITH TOPSOIL BLENDED WITH 0-20-0 FERTILIZER AT THE RATE OF 5 4" DEEP SHREDDED BARK POUNDS PER YARD. MULCH 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4"DEEP FRESH MILLED SHREDDED BARK MULCH. 4" DEEP SHREDDED BARK 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. 6. ALL PLANT MATERIALS TO BE GUARANTIED FOR A PERIOD OF ONE YEAR AFTER PLANTING. - CROWN OF BALL TO BE SAME MULCH 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST,THE PLAN SHALL GOVERN. LEVEL AS IN NURSERY " 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER REQUIRED MATERIALS TO , P\V SF P H C " 6 SAUCER MAINTAIN A NEAT AND HEALTHY APPEARANCE. �'` �0 I 1 s•= p'r•: 6 SAUCER 9. ALL PLANT MATERIALS AND LAWN AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. spa 10.ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE APPLICANT. REMOVE TOP 1/3 OF BURLAP REMOVE TOP 1/3 OF BURLAP rJ4;' ".:i AND ALL WIRE AND NON— AND ALL WIRE AND NON— r f� BIODEGRADABLE MATERIAL BIODEGRADABLE MATERIALS { j� w TOPSOIL BACKFILL MIN. OF SS�fl� 50% OF SOIL TAKEN FROM HOLE TOPSOIL BACKFILL — MIN. OF ion= 50% OF SOIL TAKEN FROM HOLE S.C.T.M.: DIST. 1000 SEC. 61 BLK. 1 LOT.9.1 COMPACTED SOIL PEDESTAL SOUTHOLD AFFORDABLE 2 TIMES BALL DIA. �2 TIMES BALL DIA� COMPACTED SOIL PEDESTAL Condon Engineering, P.C. Plans are prepared c Condon Engineering,P.C. lt is a violation of the Scale:AS SHOWN HOUSING PROJECT New York State Education Law,Article 145,Section 7209,for any PLANTINGDETAIL person unless acting under the direction of a licensed Professional Engineer,Architect,or Surveyor,to after any item in any way.If Sisbee Road an Drawn by:JJC g 53315 MAIN ROAD (NYS 25) SHRUB PLANTING DETAIL 0 F Item bearing the seal of an Engineer,Architect or Land Surveyor is Mattituck, New York 11952 SOUTHOLD, NY altered,the altering Engineer,Architect,or Land Surveyor shall affix to (631 298-1986 (631 298-2651 fax the item his/her seal and the notation'Altered by'followed by his/her Date: 1/2112021 ` signature and the date of such alterations,and a specific description of www.condonengineedng.cofll LANDSCAPE PLAN the alteration. 8'-0" II A A A I I / \ \ HEAVY DUTY CURB TYPE FRAME&OVAL I I A Mai A r 7np HOLE GRATE,CAMBELL FOUNDRY CO. ALUMINUM LEADER RAMP AND 190T70M \ PATTERN#2510 OR AN APPROVED EQUAL i / OR HEAVY DUTY MANHOLE FRAME AND (SEE ARCHITECTURAL PLANS) EXISTING SLOTTED COVER CAMBELL FOUNDRY CO. PAVEMENT EDGE OF SIZE AS REQUIRED SIGN I I MIN.2 N No.1383 OR m _n SIDEWA LAYOUT AND BY LOCAL CODE I ( I COURSES CK COVER RPATTERN No.101O2A TYPE C OR AN LID MANHOLE MEET EXISTING DOWNSPOUT ADAPTER(ADS c� FLUSH TRANSITION TO 12 SIDEWALK LLJ I I APPROVED EQUAL. OR APPROVED EQUAL) o PAVEMENT 2° 1� I I lCONCRETE T ___.•- N O \ ASNECESSARY�R (SEE CHART FOR PART NUMBER) n Q U FINISHED GRADE _\ t- _j GALVANIZED CHANNEL I I v 1'-4.5 6" U j POST INSTALLED PLUMB \ SEE PRECAST STRUCTURE NOTES WELDED WIRE MESH = JO I I m 1'MIN. FOR REINFORCING REQUIREMENTS. g ,-0 SIDEWALK CURB RAMP � m j —� 24" LL_ m 2'MAX. Z 1 1 SEE PRECAST STRUCTURE W p SECTION A-A ~ W I ' RUM �� 1 ' `° Q _ Z w I I �7cLED K/Oq�,O I I NOTES FOR REINFORCING PLAN VIEW __ Z 0 I I I I LEACHING BASIN NOTES: REQUIREMENTS iss - ~ < PROPOSED GRADE Q - .r.':,•• I k5:0 p' °O W p j j CEMENT WA_W I I 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED IN 2,3 OR 4 FOOT SECTIONS I I SLOPED 1/4%FT. MIN. ACCEPTABLE LEACHING SOILS AS APPROVED BY THE AS NECESSARY p 450 BEND(MAX.) I I I 1 ENGINEER. IN THE EVENT POOR LEACHING MATERIAL IS WRAP WITH 6 OZ.(MIN.)NONWOVEN " '" SIDEWALK CURB RAMP(TYP) sue. i i /// I I ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO GEOTEXTILE(FILTER FABRIC)AND AT GQLLAR: CO(D w ® 1 I -. SUITABLE MATERIAL AND BACKFILLED AS DETAILED. TOP OF COLLAR BY MIRAFI OR AN Z U > 6'ADS PIPE(LENGTH VARIES) 1 1 SECTION A-A APPROVED EQUAL r PRECAST DRAINAGE p p 1 1 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT ? m V o I I' SHEET PILING AS REQUIRED : RINGS = m a SNAP CONNECTION z �'`�� T, I I POST BELOW OPEN OR UNATTENDED. EXCAVATIONS TO BE PROTECTED AS - ¢ _ v �� COARSE BROOM FINISH i DIRECTED BY THE ENGINEER WITH FENCES,BARRICADES AND EXCAVATE AND BACKFILL 3 FEET AROUND "' a z 450 BENDTHER APPROVED METHODS. N (MAX)( ) z p� RUNNING PERPENDICULAR SIZE AS REQUIRED SIGN w - . . 4,000 PSI AIR ENTRAINED LEACHING RINGS WITH SUITABLE POROUS :4.•AAIF F- W PART# PIPE SIZE A B C n TO THE SLOPE LAYOUT AND BY LOCAL CODE m 0 CONCRETE FOOTING MATERIAL AS APPROVED BY THE ENGINEER. ' Q W o 0364AA 3' 2.50" 3.25' 4.75' o TRANSITION TO CURB a 6A' /�/�� 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. v ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE 12 MIN. 0464AA 4" 2.50" 3.25' 4.75" o a n(;:i 15'DIAL. " A "' �_ 0465AA 4" 3.25' 4.50' S.00. BLOCK,BRICK AND/OR 1:2 MORTAR MIX. y. a U 0466AA 4' 2.56' 2.56' 4.63" ROOF DRAIN LATERAL o TRANSITION TO ACCOMMODATE NOTES s w 0664AA 6' 3.62' 5.63' 6.43' WITH WYE ) Z CURB RAMP LENGTH 1. SYMBOLS TO BE PAINTED ON EACH SIGN. ATTACH A TOP 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING w 64AC* 6' 3.62' 5.63' 6.43' (SEE PLAN FOR PIPE SIZES) FLUSH TRANSITION AND BOT70MI AND SHORING DURING TRENCHING TO INSURE THE SAFETY OF : '< ± . TOP POST VI EW WORKMEN AND THE GENERAL PUBLIC EXPOSED TO THE 2. EMBLEM SIZE,COLOR AND EXACT �.:':: :. .Q • .. TO PAVEMENT HAZARDS OF FALLING AND SLIDING MATERIAL IN `':''�` ": .• y r::y'i:;:. *Part 0664-AC is PVC NOTE: 6'ADS PIPE MAYBE (STANCE VARIES BLENDED TRANSITION LOCATION WITHIN THE PARKING LOT TO � p ,; • USED WHEN A DOWNSPOUT IS (SEE GRADING AND CONFORMANCE WITH THE REQUIREMENTS OF THE TITLE 29 4� CONNECTED DIRECTLY TO A CONFORM TO LOCAL GOVERNING CODE. ;. 4:• :,. •. . •. DRYWELL DRAINAGE PLAN) CODE OF FEDERAL REGULATIONS,PART 1926,SAFETY AND ` ' ' :�:..?:.• c�.0. HEATH REGULATIONS FOR CONSTRUCTION(OSHA). ,`.J .- ,~'. � • . ROOF DRAIN ADAPTER DETAIL HANDICAP RAMP/BLENDED TRANSITION - TYPE 3B SIGN MOUNTING DETAIL 5. BACKFILL AND COMPACTION SHALL BE IN6'LIFTS. ALL EXCAVDAND RAVEL RTOBOVOMOFTRATA OF DRYWELL :D .:. :.•, •.• BACKFILL MATERIAL TO BE COMPACTED BY JETTING OR OTHER SAND AND GRAVEL OR TO BOTTOM R I DEEPER. APPROVED MEANS. WHICHEVER IS DEEPER. ELEVATION VIEW DRYWELL DETAIL CONCRETE SIDEWALK(AIR ENTRAINED,4000 PSI)WITH COARSE D BROOM FINISH PERPENDICULAR TO SIDEWALK SLOPE SOILS WITHIN 12'OF PAVEMENT SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY GROUND SURFACE OR PAVEMENT SUBGRADE(WHERE 18'x 18'x 8' ` ► APPLICABLE) CONCRETE PAD CONTRACTION JOINT AT 4' D PLAN EXPANSION JOINT 21r O.C. O.C.(SEE DETAIL-A-) (SEE DETAIL'S') W/#4 REBAR CAMBELL FRAME&COVER OR AN APPROVED EQUAL \ y \ \ \ \ \ \ \ \ \ EACH SIDE PLUG OR STOPPER :>' - '.. ::;• .,►; 4'.�.:•: ' _• \ \ \ \ \ \ / 0 LS I E SS OF ' - 9 BELOW:..- � B LO PAVEMENT SUB-'. D COMPACT ED ACTED T cn '' 6"GRANULAR MATERIAL• w (BANK RUN SAND&GRAVEL) 4"POURED CONCRETE W Q APPROVED EQUALPVC SCR-35 RISER SECTION REQ'D OR AN SECTION A-A PRE-MOULDED J \ . ' . ' . ' .' '. m / .••.•• ••.••.••.• UNDISTURBED BITUMINOUS Q /\ FINAL BACKFILL ': / EARTH 1/4'RADIUS JOINT FILLER 'TO BE PLACED IN•:., /\ T\// 12'LIFTS : \ 45'BEND / \ ::�\/ CORRUGATED .,.. -. ,- •:4..: \ / OLYETHYLENE PIPE(BY PLUG WYE UNTIL �� :;`.�: "''•" ` ': // ADS OR APPROVED EQUAL) CLEANOUT IS JTIS INSTALLED ,.1/2'•`•: '•t co \ INITIAL BACKFILL, . ROOF DRAINAGE COLLECTION LINE `v �`'� : �::.;,;: ?::';; :r_ LL, \ 6"-1Y (SEE PLAN FOR SIZE) :.'•��:,,•';;E.�. :`.= ::;'.�� "' a /jyi �// ABOVE TOP OF PIPE. r :!_ !•-: :'�.�' :r ;;`►. W f- \ y/\� SPRINGLINE o W \� / PLUG ��/ � �/�� DETAIL "A" DETAIL "B" o �\ \\ ; \\ / BACKFILL PLACED ALTERNATELY IN 45'WYE FITTING //\\ 0-ZO8080800°0 // W LIFTS ON BOTH SIDES OF r o0 0 0 oPIPE TO SPRINGLINE ELEVATION CLEANOUT DETAIL CONCRETE SIDEWALK DETAIL (ON-SITE) ° ° ° ° °\ o0o0o0o0o PRE-SHAPED FOUNDATION OR FLAT / R, \ \/ \\ \ BEDDING(CLASS 1,11 OR III)WHERE FOUNDATION WITH BACKFILL TAMPED INTO / \\/ / / UNSUITABLE MATERIAL IS PIPE HAUNCHES,AT CONTRACTORS O.D.+24"MAX. ENCOUNTERED DURING EXCAVATION DISCRETION. OF PIPE TRENCHES AS REQUIRED IN NOTES ASTM D2321,LATEST EDITION. 1. CLASS 1,11,111 OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE SIGNAGE FOR ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). ACCESSIBLE PARKING 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE 12' I ENGINEER. 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALL BACKFILL GREEN BORDER(318')AND MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL RESERVE LETTERING(2'HEIGHT) a 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL CL PARKING EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A 45" FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, z EQUAL EQUAL WHITE BACKGROUND AND 'STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR co SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS;LATEST EDITION;AS a 3/8"MARGIN AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH v~i BLUE INTERNATIONAL BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEX11LE FABRIC. 1-1/2'WEARING COURSE NYS TYPE 6(ITEM 403.16) g• J 3' s SYMBOL OF ACCESSIBILITY PIPE TRENCH SECTION w NOTE: m 12' W PRECAST STRUCTURE NOTES: 3-1/2'BINDER COURSE NYS TYPE 3 -•� � BINDER COURSE(TEEM 403.13) a SIGN HEIGHT SHALL BE SET TO MAKE rr RECEIVED o - CLEARLY VISIBLE TO AL PEOPLE WITHIN a THE DRIVER'S SEAT OF ANY VEHICLE 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ;o 4' I 12" I 3/8'GREEN BORDER ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. JA N 2 2021 OPTIONAL LEVEL SECTIONS f - - - -e 1 1l2'GREEN LETTERING �_____ MIN.SLOPE 1:20 VAN 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED TO Southold Tow n JOINTS AS :'' ' ::v'::'.`. ' REQUIRED MAX.SLOPE1:4 �: a-�= BLUE 4" 6' ACCESSIBLE 1"GREEN LETTERING SUPPORT AASHTO H-20 TRAFFIC LOADING, Planning Board PAVEMENT WHITE BACKGROUND AND 4'COMPACTED BASE COURSE(314' STRIPING 3/8'MARGIN 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION STONE BLEND OR CRUSHED CONCRETE) I 8' I BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. 6"REVEAL OPTIONAL 1' CURB NOTES: CURB REVEAL COMPACTED SUBGRADE(MIN.95%STANDARD PROCTOR) SIGNAGE FOR 1. CURB CONCRETE TO BE MINIMUM 3,000 PSI AT 28 DAYS. �- 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF THE TOWN VR 2. EXANSION JOINTS TO BNE SPACES A MINIMUM 20'. 9'-0' 9'-0' ACCESSIBLE PARKING OF BROOKHAVEN,SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. EDGE OF PAVEMENT CONCRETE CURB DETAIL 18'-0'MINIMUM EYISON `, BOTTOM OF CURB �P S E P H O CURB TRANSITION DETAIL TYPE B (RESIDENTIAL) TYPICAL ACCESSIBLE PARKING SPACE ��- '" �� rx , IS 1< 12 {< � SS10;1��. S.C.T.M.: DIST. 1000 SEC. 61 BLK. 1 LOT.9.1 , SOUTHOLD AFFORDABLE Plans are prepared by Condon Engineering,P.C. lt is a violation of the Scale:AS SHOWN Condon Engineering' P■C. HOUSING PROJECT New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional 1755 Si sbee Road Engineer,Architect,or Land Surveyor,to after any item in any way.If an Drawn by:JJC g 53315 MAIN ROAD (NYS 25) OF Item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 SOUTH OLD, NY altered,the aftering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date: 1/21/2021 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description of the alteration. www,condonengineering.com SANITARY PLAN n y `9y F N/O/F PROJECT ti61 �F� ly E M R C LLS LOCATION NEIGHBORHOOD SHOPPING CENTER PUBLIC WATER PROPOSED 8'0 X 12'DEEP PROPOSED SEWAGE LOCATION MAP LEACHING POOL DISPOSAL SYSTEM NO.4 RIM 34.2 - 0 PROPOSED BOLLARD(TYP.) PROPOSED 50%EXPANSION PROPOSED BOLLARD(TYP.) PROPOSED VENT TO BE PROPOSED RPZ IN GENERAL NOTES U P PROPOS VENT TO BE TERMINATED PROPOSED U.G.ELECTRIC IN CONDUIT INV 31.1 TERMINATED THROUGH ROOF WITH THROUGH ROOF WITH A CHARCOAL FILTER PROPOSED HYDRO-ACTION 8'0 X 12'DEEP LEACHING POOL C�29•ZO ZO 'E (DEED PROPOSED HYDRO-ACTION A CHARCOAL FILTER HOTBOX ENCLOSURE o PROPOSED HYDRO-ACTION CONTROL AN-1100 UA OWTS PROPOSED SEWAGE RI 4.2 J 3 .J 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND I PROPOSED HYDRO-ACTION CONTROL INV IN o > » RIM 34.2550 1A OWTS SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH S29 046' 0"E PANEL AND AIR PUMP ON A 36"X 36"X PANEL AND AIR PUMP ON A 36"X 36"X RIM 35.2 DISPOSAL SYSTEM NO.2 S 29 38 30 (A C TU L) " 6"P.C.SLAB WITH 6X6 W1.4XW1.4 WWM INV IN 33.5 z z >' SERVICES AS REQUIRED. FE. 0.8'N 6 P.C.SLAB WITH 6X6 W1,4XW1.4 WWM INV OUT 33.3 303.53 0 o CMLF ��C.7'N INV IN 31.7 165. 08 C 10.3'N ` V \ o CHAIN LINK FENSE ON CON RETE CURBING CHAIN LINK FENSE ON CONCRETE CURBING U v CHAIN LI K FE. INV OUT 31.6, EL. 1.4 N I-- 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY PROVIDED BY PECONIC SURVEYORS DATED �--�f--/ W APRIL 27,2018. ELEVATIONS ARE REFERENCED TO THE NAV 88 DATUM. PROPOSED SITE PLAN w w w w w w w w w w w w w w w w w w " W INFORMATION FROM SITE PLAN BY MYSITEPLAN DATED JUNE 2,2019. EL.36.7 I EL.35.4 PROPOSED 4- GAS GAS-GAS GAS-cAs cAs GAS GAS c AS-GAS G s GAS-Or GAS GAS GAS GAS-GAS-GAS GAS AS-COS c GAS GAS G, -OAS.....GAS -a AS G -GAS-GAS G0k -c GAS-GAS CAs=- z E L.31.2 I GALLEY(TYP.) \ PROPOSED PRECAST MANHOLE PROPOSED GAS SERVICE o PROPOSED 8'0 X 17 DEEP LEACHING POOL _ TEST RULE# w N I o _ ® s N z L. �, a� _ I C E D Y m ■ I- 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE RIM 36.0 ,\ INV 34.0 M\N to MIN. y \ PROPOSED WATER SERVICE ' � �, RIM 34.8 RCA ___-----RCA_---- ON = m (n COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON C INV IN 33.8 = I g i ¢ _________ ________35 INV 32.8 +� 9. ' Q /1 THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. o I \ MIN. -- -- -� 0 1.3' 4N 1.3' INV OUT 33.6 i \ J z I \ 5'MI I PROPOSED 8'0 X 12'DEEP TEST HOLE#1 g \�4 INV 32.1 a_o 10.3' BUILDING#4 .3" z PROPOSED SEWAGE I I 'PROPOSED BUILDING #2 UV 0 �N EX.2 STY.FR. HOUSE � / _ 3 < m 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE < DISTRIBUTION LEACHIN IDOL\ M cAs cns-c cas cas c ss� m Q 0 CO \�\ = O CO ROPOSED BUILDING #1 j " - \ \ I I �- Z o MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. DISPOSAL SYSTEM NO.1 o I ,o'MIN. I 2-ST'O Y(64'x 28.5')3,640 GFA --- �' ! • RIM 35.0 J - �\ - \ I r \ a • o' - 12-850 SF APARTMENTS N i0V R�STY o � R II 0i • • 2-STORY(64 x 28.5)3,640 GFA , \ INV IN 33.2 N. M E PORCH N 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE V t \ F.F. 35.7 y ... 1,979 GFA < •- _ (- PROPOSED BOLLARD(TYP.) L' ' , ,o MIN. F.F. 36.5 I CN INV OUT 32.95 j \ '' N CO C. WA K I z F-- Q COMMENCING WORK. ■ \ o , "t ______ I �, 4-813 S�F PARTMENTS +o MAN. • b z ` _ - _� UNFINISHED CELLAR 0 �O U. 4-813 SF APARTMENTS - �` - _ :..- 1.3' - I o Q I INV 33.7 _ \ I •. • UNFINISHED CELLAR - . I UNFINISHED CELLAR ��•\ • • • 8 MIN. yr 1 +� v, EL. 34.5 F 0.6'S �* "- -' -- 2s• ' a U 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 \ o I w ,o'M • a PROPOSED U.G.ELECTRIC IN CONDUIT I PROPOSED U.G.ELECTR'M,N CONDUIT , : ''' I J \ MIN. GR. M ON. °° DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. •m 64.o'v sa.a o _ SMIN. • PROPOSED 2ND FLOOR DECK EL.31.5 _J M ( � 1 •� � �� Y N29 40 3 FE. END 0. f w HOUSE PROPOSED 2ND STORY ADDITION 21 .48P I 0 m 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND \ ( Q 1 < Y SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE o \ I b z i 1 " PROPOSED 5 f. ANSION EXISTING CESSPOOL TO BE PROPOSED HYDRO-ACTION CONTROL -j COVER CONDITIONS SHOWN ON THE PLANS. W \ I e�� I 8'0 X 12'DEE LEA HING POOL PUMPED DRY AND BE REMOVED IN PANEL AND AIR PUMP ON A 36"X 36"X \ ,°'MIN. \ ROPOSED HYDRO-ACTION Irubtu i \ 1 > RIM 34.8 ACCORDANCE WITH THE SCDHS 6"P.C.SLAB WITH 6X6 W1.4XW1.4 WWM z 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. J \ AN-1100 IIA OWTS 3S N INV IN 32.8 STANDARDS v MiN \\ RIM 36.0 I \ INV IN 32.9 �/s \ O .O " PROPOSED U.G.ELECTRIC IN CONDUIT O �/r 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. \\ W �M \\\ INV IN 33.5 i �_ ��\ INV OUT 32.7 \N��m s N. a MIN. I � • RIM 3 O�ED 8'0 X 12'DEEP LEACHING POOL N/0/F 0 Q W ` � � w 10'MIN. `� � � \ INV OUT 33.3 � � /� � ? ~�� " � 0. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO \ o Q \ Z z INV 31.8 5 3 2 4 5 MAIN ROAD A D CORPC 0 R P PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE Q s �, ••••••• " r^ PROPOSED PRECAST MANHOLE \ I ® o ® ® MiN �_' ' v, DWELLING METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL \ s GAS-G GAS AS cns RIM 35.0 PROVIDE " MEASURES SHALL CONFORM TO*THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. v \ \ sM�H w w w PROPOSED 50%EXPANSION PUBLIC WATER INV IN 31.5 SEPARATION BETWEEN EN WATER PROPOSED 80 12 DEEP LEACHING POOL I < 34.8 INV OUT 31.3 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE ry RIM 36.0 \ PROPOSED CM F o 8'0 X 1T DEEP LEACHING POOL 1 DRAINAGE CROSSINGS OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. i ( I EL.35.7 N29 53 50 PROPOSED SEWAGE RIM 35.0 INV 32.8 DRYWELL(TYP.) >, DISPOSAL SYSTEM NO. INV IN 31.8 12. LOT AREA:48,707 SF PROPOSED 8'0 X 12'DEEP <; 6 7. 01 DISTRIBUTION LEACHING POOL 35 PROPOSED HYDRO-ACTION 00 S30.16'00"E RIM 36.0 \ AN-110011A OWTS PROPOSED 8'0 X 12'DEEP 0 13. THERE ARE NO WELLS WITHIN 159 OF THE PROPERTY ACCORDING TO SCWA RECORDS. ' ' \\ i _PROPOSED ` RIM 35.0 DISTRIBUTION LEACHING POOL 4. 96 , iINV�1 IT 12 45 CMF 3s� UG ELECTRIC INV 33.9 " INV IN32.5 RIM35.2 SANITARY FLOW CALCULATIONS. - .�J r. INV IN 32.2 \ _ _._._._._._._._._._ ._._._._._._._._._._._._._._._._. �\ v, � INV OUT 32.3 INV OUT 31.95 \ MF -' TF - - i \ 0) PROPOSED BOLLARD(fYP.) i Co 28.5 ALLOWABLE SEWAGE FLOW TOTAL SITE: \PROPOSED 50%EXPANSION 8'0 X PROPOSED WATER SERVICE (GWMZ IV SERVICED BY PUBLIC WATER) i � w o 12'DEEP LEACHING POOL i PROPOSED PROPOSED GAS SERVICE ( 2-20,000+SF LOTS=300 GPD/LOT X 2 =600 GPD(SEE YIELD PLAN) U.G.ELECTRIC Cp RIM 36.0 ^� FE. END 0.5'S QI `L\\ INV IN 32.8 i �� c o ►' EXISTING SANITARY FLOW: Irco i Co Q i PROPOSED U.G.ELECTRIC SINGLE FAMILY RESIDENCE: =300 GPD Z CO) ► PROVIDE 18"VERTICAL 1 PROPOSED SANITARY FLOW: / t $ m j SEPARATION BETWEEN WATER BUILDING#1: 4-600 SF-1,200 SF APARTMENTS X 225 GPDNNIT=900 GPD = D T x\0 t I DRAINAGE CROSSINGS m v w N a BUILDING#2: 4-600 SF-1,200 SF APARTMENTS X 225 GPD/UNIT=900 GPD 0DpF0 \ \ i n N �, tC t BUILDING#3: 4-600 SF-1,200 SF APARTMENTS X 225 GPD/UNIT=900 GPD UP \ WOODED AREA ! M w r �i BUILDING#4: 2-600 SF-1,200 SF APARTMENTS X 225 GPD/UNIT=450 GPD �\ 1�,1 W (TO'kEMAIN UNDISTURBED) > Z o z =3,15oGPD \ + ! ® G) t uz' - - - - - - - - - - PROPOSED SANITARY FLOW OVER DENSITY TO BE COVERED BY TOWN OF SOUTHOLD FLOW CREDITS: \ 1 w\� i D W O N � w 0) PROPOSED FLOW REQUIRED TO BE COVERED BY CREDITS: HORTONS LANE 3,150 GPD-600 GPD=2,550 GPD. \ ASPHALT TO BE REMOVED I 2 s t C STOP SIGN L._._._._._._._._._._._._._._. ._._._._._ i CO CREDITS PROVIDED: V) 1 CREDIT PER 300 GPD UP TO DOUBLE DENSITY: \� \ 2 CREDITS X 300 GPD=600 GPD =2 CREDITS EDGE OF ASPHALT \ ______ 1 CREDIT PER 150 GPD FOR THE REMAINING FLOW: � --- ___________ FE. END 0.1'S EL.38.4 -------- ____ \ \ ---------------- O 2,550-600=1,950 GPD 1150 GPD/CREDIT =13 CREDITS \ - =15 CREDITS TOTAL �� EL.36.3 189 P CREDITS TO BE TRANSFERRED FROM THE FOLLOWING PROPERTIES ON THE TOWN OF SOUTHOLD \\ I N/O/F CREDIT REGISTRY: \ TOWN OF SOUTHOLD \ I PUBLIC WATER SITE PLAN TAX MAP NO. ADDRESS ACREAGE CREDITS \ SCALE:1'=20'-W 1000-59-1-20.1 1920 LAKE DRIVE,SOUTHOLD,NY 0.67 ACRES 1 1000-79-8-16.1 PARADISE POINT ROAD,SOUTHOLD,NY 21.88 ACRES 12 1000-53-3-2 1900 PIPES NECK ROAD,GREENPORT,NY 11.1 ACRES 1 1000-45-5-3.1,3.2,4 70254 ROUTE 25,GREENPORT,NY 24.02 ACRES 1 TOTAL:15 NOTE: 1000-79-8-16.1 LISTED ON TOWN LIST AS 1000-81-2-5, 1000-79-8-16. PROPOSED SANITARY SYSTEM NO. 1, 2, &3 (BUILDINGS 1-3): TEST HOLE , 1 DATA TEST HOLE , 2 DATA PROPOSED FLOW RATE 900 GPD McDONALD GEOSCIENCE McDONALD GEOSCIENCE USE 1-HYDRO-ACTION ANA 100 TREATMENT UNIT 0411712018 ® 0511912020 ® LEACHING POOLS: EL. 34.4' EL. JJ 0' LEACHING @ 1.5 GPD/SQ.FT:900 GPD 11.5 GPD/SQ.FT.=600 SF E C E E DARK BROWN LOAM OL MIXED SAND, LOAM, GRAVEL OL 8'0 X 3.14 X 1'=25.13 SQ.FT./FT. 1 600 SQ.FT 125.13 SF/FT.=23.88 V.F.' 0.5' JAN 2021 USE 2-8'0 X 12'DEEP LEACHING POOLS=24.0 V.F.>23.88 V.F. 28 Southold Town BROWN SILT ML BROWN SILT ML DESIGN FOR 50%EXPANSION: Planning Board 600 S.F. X .50 =300 S.F.125.13 SQ.FTIFT.=11.94 V.F. USE 1-8'0 X 12'DEEP LEACHING POOL=12.0 V.F.>11.94 V.F. 8 3' PROPOSED SANITARY SYSTEM NO. 4(BUILDING#4): PROPOSED FLOW RATE 450 GPD 6/25/2020 SCDHS COMMENTS USE 1-HYDRO-ACTION AN-550 TREATMENT UNIT 6/4/2020 SCDHS COMMENTS BROWN FINE TO MEDIUM PALE BROWN FINE LEACHING POOLS: REVISIONS SAND SP SAND SP LEACHING @ 1.5 GPD/SQ.FT.=450 GPD 11.5 GPD/SQ.FT.=300 SF �(3vN i 1 ' 8'0 X 3.14 X 1'=25.13 SQ.FT./FT. 300 SUFT 125.13 SF/FT.=11.94 V.F. 17 2,3 USE 1 -8'0 X 12 DEEP LEACHING POOL=12.0 V.F.>11.94 V.F. Ce NOTE.• NO WATER ENCOUNTERED NO TE.• NO WATER ENCOUNTERED DESIGN FOR 50%EXPANSION: ' HEALTH DEPARTMENT APPROVAL STAMP 300 S.F. X .50 =150 S.F.125.13 SQ.FTIFT.=5.97 V.F. 'L�, (I USE 1 -8'0 X 12 DEEP LEACHING POOL=12.0 V.F.>5.97 V.F. F ESQ\C::I, S.C.T.M.: DIST. 1000 SEC. 61 BLK. 1 LOT.9.1 SOUTHOLD AFFORDABLE Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering, P.C. HOUSING PROJECT New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional bee Road s Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by:JJC 1755 Si g 53315 MAIN ROAD (NYS 25) O Rem bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New Yolk 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to SOUTHOLD, NY the item his/her seal and the notation'Aftered by'followed by his/her Date:3/12/2020 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description of www.condonen ineedn .com SANITARY PLAN 3 the aftembon. 9 9 - s . • I ,d i A T CLASS'A' A CONCRETE FILL I- ; 4000 PSI TYPE II CEMENT F.F.EL 36.5 18"MIN. HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING 2"VENT CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE 4 ' THE VENT TO BE TERMINATED ABOVE MORTAR FROST PROOFING MORTAR FROST PROOFING MORTAR FROST PROOFING GRADE WITH A CARBON FILTER DEVICE TRAFFIC BEARING SLAB EL 36.0 EL .0 EL 36. E 36.0 FINISHED GRADE EL 36.0 EL 36.0 EL 36 CLEANOUT 24" 24 24 TRAFFIC 2 TRAFFIC PLAN INV.EL 33.8 BEARING SLAB BEARING SLAB INSTALL DUMMY RINGS OR DOME AS INV.EL 34.0 INV.EL 33.6 INV.EL 33.3 LZE4 20",-, LIB NECESSARY TO BRING PROPOSED STANDARD M.H.FRAME&COVER, 4"SANITARY WASTE PIPE �. INV.EL 33.2 INV.EL 32.95 3' MANHOLE NOTES: STRUCTURE TO GRADE FINISH GRADE TYPE"F"ADJUSTABLE CASTING PITCH 114 INCH PER FOOT OLLA 1. ALL MANHOLES SECTIONS 2"MIN. EL 32.9 4"PVC WASTE LINE INV.EL 33. "PVC WASTE LINE 3' 4 PVC #4 BARS @ 8' SHALL CONFORM TO A.S.T.M. 48" o� `� WASTE LINE ITCH Ye INCH PER FOOT PITC Y,INCH PER FOOT COLLAR PITCH 118 W ALL LEACHING POOLS SHALL BE PLACED O.C.E.W.BOTTOM G478,LATEST REVISION IAMET R CR INCH PER �>- = INV.EL 32.8 1N ACCEPTABLE LEACHING SOILS ASawl" STANDARD SPECIFICATIONS 5'MIN. `D FOOT LL w APPROVED BY THE SCDHS. IN THE EVENT '. ADJUST TO GRADE WITH N.J.SHALE FOR PRECAST REINFORCED 10'MIN. ,; o POOR LEACHING MATERIAL IS RED BRICK&MORTAR(MIN.OF TWO CONCRETE M.H.SECTIONS. 8 MIN. A V-O'MIN. CN ENCOUNTERED,EXCAVATION IS TO BE 1' EL 26.6 COVER COURSES&MAX OF 15') 2- MANHOLE RISER SECTION TO NEW 48"0 PRECAST SANITARY CONTINUED TO SUITABLE MATERIAL AND MANUF.IDENTIFICATION MANHOLE(SEE DETAIL SHEET) EL.20.8 BACKFILLED AS DETAILED. CUTTING S.C.D.P.W.STD.M.H.STEPS BE FURNISHED IN IRE OR 4' PROPOSED HYDRO-ACTION CAST IN WALL HEIGHTS AS REQUIRED. 8 DIAMETER 8'DIAMETER RINGS MAY BE REQUIRED. � (S.S.OR STEEL REINFORCED AN-1100 IIA OWTS z COPOLYMER POLYPROPYLENE) 12"O.C. 3. MANUF.TO CERTIFY THAT WATER EL.5.4(USGS MONITORING WELL NO.S 16780.1) `' (TYP.) CIRCUMFERENTIAL MANHOLES DELIVERED MEET GROUND WATER (HIGHEST EXPECTED) REINFORCEMENT 0.12 SQ.IN./FT. ALL REQUIREMENTS OF PROPOSED DISTRIBUTION OF HEIGHT S.C.D.P.W.SPECS. MANHOLE DETAIL HYDRO-ACTION AN-1100 DETAIL LEACHING POOL DETAIL LEACHING POOL DETAIL 1)'2'CLEARANCE %'SQ.OR%'OSELF 4. LOADING TO CONFORM T SEWAGE DISPOSALSYSTEM PROFILE (BUILDING #1) 3' P (TYP.) SEALING BUTYL RUBBER AASHTO H-20 LOADING NOT TO SCALE (TY ) 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000 PSI 4'OR 5' 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M.A185 Fs=65,000 PSI 5" 7. CONCRETE TO BE 4000PSI @ 28 F.F.EL 35.7 18"MIN. HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING DAYS 2"VENT CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE 8. FLAT SLAB TOPS(NO JOINT) THE VENT TO BE TERMINATED ABOVE MORTAR FROST PROOFING MORTAR FROST PROOFING MUST HAVE TOP&BOTTOM GRADE WITH A CARBON FILTER DEVICE U) Z STEEL. EL.35.2 EL 35 EL 35.2 EL 35.0 FINISHED GRADE EL Q m U PVC J A#2 STEEL HOOP 24" 24" 24" C) w AROUND OPENING(TYP.) 9. REFER TO THE SCDPW CLEANOUT TRAFFIC TRAFFIC r3 � T(TYP,) 3/40 SANITARY SEWER STANDARD HI BEARING SLAB BEARING SLAB INSTALL DUMMY RINGS OR DOME AS - - - DETAIL SHEETS FOR ADDITIONAL DETAILS. INV.EL 33.3 L-r20" ,-20`, L_2 NECESSARY TO BRING PROPOSED a FLEXIBLE JOINT(TYP.) INV.EL 33.7 no. INV.EL 33.2 INV.EL 32.95 3' STRUCTURE TO GRADE U. 4"SANITARY WASTE PIPE COLLAR °' ° 'KOR-N-SEAL'FLEXIBLE SLEEVE PITCH 114 INCH PER FOOT INV.EL 33. "PVC WASTE LINE 3' ao 4"PVC 1Y' OR APPROVED EQUAL(TYP.) �b,' PITC Ye INCH PER FOOT COLLAR WASTE LINE ALL LEACHING POOLS SHALL BE PLACED COVER (SEE DETAIL) PITCH 118 W SEE SCORING DETAIL F, > INV.EL.32.8 IN ACCEPTABLE LEACHING SOILS AS CR INCH PER f- = MONOLITHIC BASE SLAB `� FOOT w a APPROVED BY THE SCDHS. IN THE EVENT REINFORCEMENT f14 BARS w o POOR LEACHING MATERIAL IS SECTION A-A 8'O.C.E.W.TOP 10'MIN. 8 MIN. 8'-O"MIN. ENCOUNTERED,EXCAVATION IS TO BE i EL 26.6 CONTINUED TSD SUITABLE DETAILED. LAND 4' DIAMETER SANITARY SEWER MANHOLE EL.20.8 BACKFILLED AS DETAILED. CUTTING PROPOSED HYDRO-ACTION 1 8'DIAMETER 8'DIAMETER RINGS MAY BE REQUIRED. AN-1100 UA OWTS z_ N.T.S. WATER EL.5.4(USGS MONITORING WELL NO.S 16780.1) GROUND WATER DISTRIBUTION (HIGHEST EXPECTED) HYDRO-ACTION AN-1100 DETAIL LEACHING POOL DETAIL LEACHING POOL DETAIL SEWAGE DISPOSALSYSTEM PROFILE (BUILDING #2) NOT TO SCALE RAISED CAP F.F.EL 36.2 18"MIN. HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING Z"VENT CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE /-CASOT IRON COVER TO GRADE THE VENT TO BE TERMINATED ABOVE MORTAR FROST PROOFING MORTAR FROST PROOFING RTAR FROST PROOFING 6'0 GALVANIZED STEEL PIPE GRADE WITH A CARBON FILTER DEVICE FILLED WITH CONCRETE EL 36.0 EL .0 TRAFFIC BEARING SLAB EL.35. EL 35.6 EL.35.2 FINISHED GRADE EL (PAINTED OSHA YELLOW) CLEANOUT 24" " " 24 24 TRAFFIC 24 TRAFFIC `D a• c+� BEARING SLAB BEARING SLAB INSTALL DUMMY RINGS OR DOME INV.EL 32.9 INV.EL 32 3 " NECESSARY TO BRING PROPOSED S INV.EL.33.9 INV.EL 32.7 INV.EL 32.2 �� INV.EL 31.95 20 STRUCTURE TO GRADE GRADE 4"SANITARY WASTE PIPE 3' PITCH 114 INCH PER FOOT EL 31.8 4"PVC WASTE LINE OLLA PITCH 114 INCH PER INV.EL 32 "PVC WASTE LINE 3' 4"PVC 48" 'v� �O WASTE LINE FOOT ,�; PITC Ya INCH PER FOOT COLLAR W ALL LEACHING POOLS SHALL BE PLACED IAMET PITCH 118 IN ACCEPTABLE LEACHING SOILS AS a F• INV.EL 31.8 . , co INCH PER � _ 8'(5'MIN.) FOOT C.3 a APPROVED BY THE SCDHS. IN THE EVENT 47'(10'MIN.) LL o POOR LEACHING MATERIAL IS 8'MIN. F-O'MIN. ENCOUNTERED,EXCAVATION IS TO BE z NEW 48'0 PRECAST SANITARY EL. 25.6 CONTINUED TO SUITABLE MATERIAL AND ° d .A •.va MANHOLE(SEE DETAIL SHEET) EL.19.8 BACKFILLED AS DETAILED. CUTTING z " y d z r PROPOSED HYDRO•ACTION 8'DIAMETER 8'DIAMETE=_� RINGS MAY BE REQUIRED. • AN-1100 I/A OWTS c� " • i WATER EL.5.4(USGS MONITORING WELL NO.S 16780.1) PROPOSED GROUND WATER DISTRIBUTION d va (HIGHEST EXPECTED) MANHOLE DETAIL HYDRO-ACTION AN-1100 DETAIL LEACHING POOL DETAIL LEACHING POOL DETAIL 'e 24' SEWAGE DISPOSALSYSTEM PROFILE (BUILDING #3) CONCRETE OO CONCRETE FOOTING NOT TO SCALE BOLLARD DETAILS 2"VENT N.T.S. THE VENT To BE TERMINATED ABOVE HEALTH DEPARTMENT APPROVAL STAMP GRADE WITH A CARBON FILTER DEVICE F.F.EL 15.9 18'MIN. HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE CAST IRON COVER TO GRADE MORTAR FROST PROOFING MORTAR FROST PROOFING TRAFFIC BEARING SLAB 6/25/2020 SCDHS COMMENTS EL.34.1 EL 34.2 EL.34.2 EL L f L.34,2 FINISHED GRADE 6/4/2020 SCDHS COMMENTS Itt CLEANOUT17 - 24" 24" TRAFFIC REYISION ,`� C tVt�/y BEARING SLAB INSTALL DUMMY RINGS OR DOME AS [� C T / �® 45EPM �Q INV.EL 31.7 NV.EL 31.6 0' 1`L,,, J. 4� �4 O _z NECESSARY TO BRING PROPOSED �D 'f INV.EL 32.1 INV.EL 31. INV.EL 31.3 3' � STRUCTURE TO GRADE f---_----� � o 4"SANITARY WASTE PIPE N INV.E 31.1 OLLA (J.; 1 PITCH 114 INCH PER FOOT JAN 2 8 2021 4 VC WASTE LINE r- ry t� EL.30.5 ALL LEACHING POOLS SHALL BE PLACED �,ii PITCH INCH PER FOOT 4"PVC WASTE LINE \r c� 3' w IN ACCEPTABLE LEACHING SOILS AS Southold Town ' M 48" PITCH Y INCH PER FOOT > Planning Board�, COLLAR = APPROVED BY THE SCDHS. IN THE EVENT 9 17'(10'MIN.) 5'MIN. IAMETE L W POOR LEACHING MATERIAL IS Y O 9 2 15 (8 MIN.) W o ENCOUNTERED,EXCAVATION IS TO BE r FE SS EL 24.8 NEW 48'0 PRECAST SANITARY CONTINUED TO SUITABLE MATERIAL AND MANHOLE(SEE DETAIL SHEET) EL 19.1 BACKFILLED AS DETAILED. CUTTING S.C.T.M.: DIST. 1000 SEC. 61 BLK" 1 LOT.9.1 PROPOSED HYDRO-ACTION 8'DIAMETER z RINGS MAY BE REQUIRED. AN�5ouAOWTS iE SOUTHOLD AFFORDABLE WATER EL.5.4(USGS MONITORING WELL NO.S 16780.1) Condon Engineering P C Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN GROUND WATER PROPOSED New York State Education Law,Article 145,Section 7209,for any HOUSING PROJECT (HIGHEST EXPECTED) person unless acting under the direction of a licensed Professional 2 HYDRO-ACTION AN-5500 DETAIL MANHOLE DETAIL LEACHING POOL DETAIL Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an 1755 Sigsbee Road Drawn by:JJC 53315 MAIN ROAD (NYS 25) OF Rem bearing the seal of an Engineer,Architect,or Land Surveyor is M attituck, New York 11952 SEWAGE DISPOSALSYSTEM PROFILE (BUILDING #4) aftered,the attering Engineer,Architect,or Land Surveyor shall affix to OUTHOLD NY the item his/her seal and the notation'Altered by'followed by his/her Date:3/1212020 (631) 298-1986 (631) 298-2651 fax NOT TO SCALE signature and the date of such alterations,and a specific description of www.condonengineeflng.com the aReration. SANITARY PROFILES MODEL NO. +73 PUMP COMPRESSER POWER CIRCUIT 120105 0241 0511 047 066 d G I I CB 1 M 1 0241 091 L1 BLOC C+- N" six SP1 SPRAY t✓ [PAGE079 >M1T VINT PUMPr241 N --Lf- MOTOR PUMP RATINGS: Ln 057 . ' ° • +a2 G 3/4HP ® 115V CB2 M2 CSR 6 LOOPS 11 15.0 F.L.A. ° +21A BL` �1 8U< �"` p RECIRC UMP RATINGS: Ills ° rrJ PUMP 3/4HP ® 115V 024� N MOTOR 15.0 F.L.A. 0201 Lj 0244 C83 M3 11 G • • • 4-Ti I e-- BIX ----L--- SIX 6LK • ° P � MIXER UMP RATINGS: PUMP 3/4HP @ 115V VW PUMP MOTOR 15.0 F.L.A. • II G 076 • 0241 1 CB4 ° • 0 +70 • ° GRY MY C1 COMP COMP. RATINGS: r62 1/4HP @ 115V • ,32 r7s nNr • N MOTOR 5.4 F.L.A. 10-76 • • • 094 i4 • • E PLC CONTROL PANEL ssa [ NOTE: ALL MOTORS DO W/ HP80 COMPRESSOR MUST HAVE INTERNAL • . . • . ' U' OVERLOAD PROTECTION.VINT PLC CONTROL PANEL o Btu LR1-Q1 ,+� M1 "T C _ W/ HP120 COMPRESSOR Bu, LR1-Q2 PW M2 VINT • C PIW I A ECIRC RUNNING BLU LR1-Q3 M3 11HT G IXER RUNNING B LR1-Q4 BIB LR1 rrtlr BL" 16 PLC INPUT FLOW LINE BLU AS-1 PW D 40 8L11 5 6 RED RUN AUD. ALARM HWA MUTE 01� �" 64 63 704 B Btu TEST O ALARM A LIGHT 92 Rm BLx RED NHT B 81 1 80 ENABLE 47 66 �" 1 o n 11 PLC INPUT OVERRIDE A 72 eLu .3 4 CSR 12 PLC INPUT P P 1200 "" 14 PLC INPUT � � TIME DOSE DEMAND TAN 17 PLC INPUT BILL OF MATERIALS Bw ITEM P/N DESCRIPTION QTY. AN1100 SPRAY 0 TAN 18 PLC INPUT HA-180056-R TANK, AN500 245 NITROGEN REDUCTION REMOTE 1 NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. A 180055 TANK, AN500 245 PRETREATMENT 1 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. B 130002 KIT, SNG 2 TANK CONNECTING STANDARD 1 W1 81 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 C 100111 ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN500/AN600 1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. D AN500-P AN500 W PLATFORM COMPLETE 1 BILL OF MATERIALS FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. E EC50-30-L100-PLC EC50-30-L-100-PLC 1 ITEM P/N DESCRIPTION QN; CHANGES TOLERANCES DRAWN BY DATE F DECIMALS C. BARRICK 11/3/16 SCHEMATIC, ELECTRICAL HA-AN1100-R TANK, AN1100 245 NITROGEN REDUCTION REMOTE 1 E XXX- *.005 XX- *•010 MATERIAL SPECIFICATION: A - TANK, AN1100 245 PRETREATMENT 1 D FRACTIONAL SCALE: PART NO. B 130002 SNG STANDARD 2 TANK CONNECTING KIT 1 SEPTICPRODOCTSINC g x/X- *.1/64ANGLES AS NOTED FULL 120105 C - ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN11000 1 q X,- *1/r D AN1100-P AN1100 W PLATFORM COMPLETE 1 E EC50-30-1-200-PLC EC50-30-L-200-PLC 1 rRECEIVED • • •• AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAWN BY' A-DAVIS • • •. AN1100 245 NITROGEN REDUCTION SYSTEM DRAWN BY: A.DAVIS 28 2021 • ° APPROVED BY: SIGNATURE DATE: REV. IPART# • ' APPROVED BY: SIGNATURE DATE: REV- IPARTW- LQ hyr tlOr1 1o/1s/17 00o HA-180056-R hyd� Ct;OI'ti o9/02/17 a HA-AN1100 olcTTown Planning Board #3RODS 9'INTO CONCRETE (2 REQUIRED) 02245 1057.0cmj Notes: - - 021.65 'AO wiring and equipment are to be be provided and installed by the Electrical contractor(EC)in accordance with the National Electric Code(NEC)and Local 13.24 Electrical Codes. 133.6cm] 'The EC Will file all necessary forms and pay all fees for the electrical work `1 • • Ill CUT AWAY NEW ° > shown on these drawings.The contractor will arrange for all inspections and Ili • • i! secure a Fire Underwriters certificate which is to be timed over to the owner at 4 15 \ the completion of the work. --- [3s.6c m] PLAN , NOTE: 'All foundation penetrations for entry of directly buried feeders are to be equipped _ _ 020.65 THRUST BLOCK TO BEAR ON with galvanized steel sleeves. RMC is to be used at all other foundation and floor FINISHED CAPPED OR PLUGGED ADJUSTASUFFOLKBLE COUNTY TYPE TO - 1052.5c"] y; ADJUSTABLE CASTING TO GRADE 13.74 UNDISTURBED SOIL penetrations. GRADE BOTTOM VIEW TOP NEW 134 San] \ - INSIDE BOX `Furnish and install new service equipment and circuit breakers as shown in POLYLOK 20"D-BOX BOX ACCEPTS: these drawings. Ali panels and breakers are to be labeled. The electric panels PART N0.3017-20 LIGHT COVER PART N0.-3009C are to be installed and rounded in accordance with the NEC and Local Electric MATERIAL-HDPE HEAVY COVER PART N0,3017 C20 9 ;.:: ADJUST TO GRADE WITH N.J.SHALE GRATE- PART NO.-3017-G20 Codes. K..,, ,,.;, DATE; 8/12/04 w.y ;..:, RED BRICK&MORTAR(MIN.OF TWO 6•TALL RISER PART N0.3009 '� i'" COURSES&MAX.OF 15•) 12'TALL RISER PART NO.3009 R12 •All switch and outlet boxes,junction boxes,and pull boxes installed on the 6'LAYER OF STONE 22.45[57.0cm] exterior are to be galvanized steel and rated for exterior use. 9• THRUST BLOCK CLASS'A' \ 'All exterior outlets are to be housed in weather proof enclosures. MAINTAIN MIN.6'SEPARATION 4,000 PSI TYPE II CEMENT BETWEEN BRICKWORK AND STRUCTURE 16.10 2.CL c sfce cur our 6/412020 SCDHS COMMENTS (40.9an TYP 40 PLCS.j TO ACCEPT REVISIONS POLYLOK SEAL #3 RODS 6-(MIN.CLASS 150 PIPE) r >I r•,, DEPTH PRT.N0.3001 /-' • (AS REQUIRED) 6'DIA.45"BEND 13.91 8.00[20.32an 40 PLCS. ;T ;, ; r PROP. WITH PLAIN END +tti �s CL.TO CL.] UT i UNDISTURBED �\ EARTH ELEC AND MECHANICAL 316 -J n PANEL JOINT FITTING(D.I.P.) I$oanj SECTION rRONnsroEVIEw NOTE:MAX TEXT PRESSURE 2W PSI 67676'WYE 1 RATED JUNCTION WITH MECHANICALOINT tt �. NCH EXTERIORa 4,` PIPE SIZE DEAD END 90°BEND 45°BEND 22Y'BEND BOX BELOW GARDE IN 20 AMP BREAKER FITTINGS(D.I.P.) POLYLOK 3017-20H6 20 ROUND SEPTIC DISTRIBUTION BOX DETAIL OR TEE NOT TO SCALE HEALTH DEPARTMENT APPROVAL STAMP , c.• 4- 1 2 1 SPRINKLER BOX 6- 3 4 2 1 S.C.T.M.: DIST. 1000 SEC.61 EILK. 1 LOT.9.1 6' S 7 4 2 12 AWG OF WIRE IN 10• 7 1 10 15 1 2 Y2 3/4"PVC SCH 80 FLOW _ FLOW 12' 10 15 7Y 4 CONDUIT s•MIN.DIA. 6'MIN.DIA. UTHOLD AFFORDABLE 16',20'24' 1 16 1 24 1 12 1 6 Plans are prepared by Condon Engineering,P.C. it is a violation of the Scale:AS SHOWN Condon Engineering, P C■ New York State Education Law,Article 145,Section 7209,for anyHOUSING PROJECT THRUST BLOCK BEARING AREA person unless acting under the direction of a licensed Professional SQUARE FOOT BEARING AREA OF PLC CONTROL PANEL TYPICAL SANITARY HOUSE CONNECTION Engineer,Architect,or Land Surveyor,to alter any item in any way.If an y 1755 Sigsbee Road 53315' MAIN ROAD (NYS 25) F BLOCKING ON UNDISTURBED EARTH Drawn b :JJC W/HP80 COMPRESSOR AIR PUMP Item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck New York 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to SOUTHOLD, NY THRUST BLOCK DETAIL ELECTRIC RISER DIAGRAM CLEAN-OUT DETAIL the hem his/her seal and the notation'Aftered by'followed by his/her (631) 298-1986 (631)298-2651 fax NOT TO SCALE NOT TO SCALE NOT TO SCALE www.condonengineefing.com alteration. 3 signature and the date of such alterations,and a specific description of Date:3/12/2020 SANITARY PLAN 1 ,s qg�r,1�•fi11�I I'�`llq. YIiIIIS�iI.. ��: �, MI♦;� ��'u !►�arf) � �!r '�i F" +fit yqy � �fe , e 4 r 1. r � 1 } ,y•e fl. _ r. !' I � i � I �� '��s _ �� * •. �� of +e'"R {� ' iF �)��g!��,r l�-� rr • 1 ,� ;tr f I "' f: e e��1+i� f�l k�N �flje�1r;rlv�j�{4 Ji��' I �� :i ' �f�Qf}�- - .Y �f F ��G >✓� �" � SA �r+r, Fd1� 1{ � , f " I f:. �� I f 1 r ' l [ `. `�P! f99, —wle 1 Il'i wl t ip I I ^7ir HC NOFO LLC P6 PO Box 869, Southold, NY 11971 r' P6 75 E I, MAY 97 2025 SOUTHOLD TOWN PLANNING:BOARD April 30, 2025 James H. Rich III, Chair Southold Planning Board Southold Planning Department PO Box 1179 Southold, NY 11971 Dear Sir: Please reactivate the application for site plan approval for 53315 Main Rd., Southold (61,1- 9.1) for the benefit of attainable housing for the Town of Southold. Sincerely, Todd Feuerstein Managing Partner HC NOFO LLC SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. yW SUPERVISOR " TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 �� Fax (631) 765 9015 a ,� V40 010,` ")_ OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings actober 31, 2022 Planner Southold Town Planning Department 54375 Main Road R E C E ITV E D Southold, New York 11971 � _ NOV0 2 2022 Re: Travelers Street Affordable Housing SCTM #: 1000 —061. —01 —9.1 661t io Town Planning Board Dear Mr. Cummings: As per a request from your office, I have reviewed Sheets C-1 through C-5 of the Southold Affordable Housing Project dated January 21, 2021, last revised March 8, 2022, prepared by John J. Condon, P.E.. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. Drywell B-1 is shown furnished with a solid cast iron cover to grade but the calculations for Drainage Area "B" include runoff calculations from at grade landscaped areas. Resolve this discrepancy. 2. The concrete section of the "EX. CONCRETE DWY" north of the curb cut and sidewalk is in poor condition and should be replaced. Incorporate a collection system into the replaced section that channels stormwater directly into the structures serving Drainage Area "E". 3. The Site Plan must show the details for the proposed leaching galleys and the piping that connects them to the new buildings and to each other. 4. The sidewalk curb ramps must incorporate ADA compliant detectable warning surfaces. 5. The Site Plan must show the location of and details for the soil stockpile area(s). If you have any questions regarding this review, please contact my office.. Sincerely,.. Michael M. Collins, P.E. 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.) Southold, NY Telephone: 631 765-1938 www.southoldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner Date. October 26, 2022 Re: Site Plan for Travelers Street Affordable Housing Application Name: Travelers Street Affordable Housing Tax Map Number: 1000-61.-1-9.1 Location: 53315 Main Road, Southold Type of Application: Sketch Subdivision Map (Dated: Preliminary Subdivision Map (Dated: Final Subdivision Map (Dated: Road Profiles (Dated: Grading and Drainage Plans (Dated: ) Other (Dated: �l Site Plan (Dated: 1/21/21 rev.3/8/22) Revised/Amended Site Plan (Dated: ) Grading and Drainage Plans (Dated: ) Other (AS BUILT) (Dated: Proiect Description: This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Thank you for your cooperation. OFFICE LOCATION: � � MAILING ADDRESS: Town Hall Annex ,� P.O. Box 1179 54375 State Route 25 � �ti 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 J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner Q�G Date: October 26, 2022 Re Use Certification Site Plan for Traveler Street Affordable 53315 Main Road, Southold SCTM#1000-61.-1-9.1 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 site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Your certification is requested by November 116 2022. If this date is not feasible, please contact this office directly. Thank you for your cooperation. Encls: Site Plan Application Site Plan Southold Town Planning Board Work Session --October 17 2022—Page 2 Project Name: Travelers Street A i ordada ble SCTM"..#.Y...:_ 1000�..._... .. _. .. -61-1-9.1 ... .....— Location: 53315 NYS Route 25 Southold _, ... ... .... ...... Description This site plan application is for the proposed interior conversion of an existing 2 —Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing DistrictJAHD . Status: Pending „ Action: Update Attachments Staff Report m w [13roje_ct Name: Aldrich LaneFarm Labor Came SCTM#: 100 p 0-120.-3-11.13 & _... ._r:F_ _ -- .-. . 4 —. Description: This —Aldrich Lane�m Mattituck p amended agricultural site plan#is for a proposed 1,600 sq. ft. interior second floor conversion of an existing storage area to a 10 person capacity Farm Labor camp within an existing 2-story 10,000 sq. ft. building for agricultural storage and office, no basement, located within a 5.0 acre reserve area (SCTM1000-120.-3-11.13) with existing accessory farm buildings attached to ±34.5 acres of farmland (SCTM1000-120.-3- 11.14) with Development Rights held by Southold Town in the AC Zoning District. Status Pending Action U d„ate Attachments: St aff Report Discussion: ❖ Planning Board Monthly Report for September ❖ Town Board Request for Comments: "Local Law in relation to Amendments to Chapter 280-111 entitled Prohibited uses in all districts." ❖ ZBA Request for Comments: • Peconic Watersports, 46770 County Road 48, Southold, SCTM#1000-55-5-9.1 • Key Capture Battery Energy Storage, 10750 Oregon Road, Cutchogue, SCTM#1000-83-3-6.1 Southold Planning Department Staff Report Site Plan Application Work Session — Update & Revised Site Plan Date October 17, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Traveler Street Affordable Housing Applicant: HC NOFO, LLC Date of Submission: January 28th and March 1, 2021; Sept. 2022 Tax Map Number: 61.-1-9.1 Project Location: 53315 Main Road Route 25 Hamlet: Southold Zoning District: AHD-Affordable Housing District II. Description of Project Type of Site Plan: Residential Acreage of Project Site: 1.12 acres # of residential units 14 This site plan application is for the proposed interior conversion of an existing 2 — story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at no more than 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). The property is located at 53315 NYS Route 25, Southold. SCTM#1000-61-1-9.1 III: Review: The purpose of the Affordable Housing AHD District is to provide the opportunity within certain areas of the Town for the development of high-density housing for families of moderate income; and further, to do so with sensitivity to the historic and aesthetic character of the Town's existing neighborhoods. Towards that end, the Planning Board shall have the authority to amend certain setback and other specifications in order to ensure cost efficiencies and design that furthers the Town's goals of providing quality workforce housing. Homes located within the Affordable Housing District are intended to be affordable in perpetuity. Applicability: AHD Districts shall be established by the Town Board on parcels of land that have been identified through the accepted principles of Smart Growth planning as being appropriate and desirable locations for affordable housing. Such locations include, but are not limited to: land within Hamlet Locus Zones, as may be determined by the Town Board; land within walking distance of services, shops, schools, and public transportation; land that adjoins existing centers of business and residential development (as opposed to land adjoining farm and open fields); and other locations - 111age where the project has been shown to meet a demonstrable need. AHD Districts shall be designated by Town Board resolution; IV: Work Session Objectives and Analysis A. Objectives: Review submitted materials in response to the Board's referral review as detailed below; Review Affordable Housing District Transfer of Sanitary Flow Credit procedure and next steps as detailed below; Analyze the WNW area of the site with regard to the Town Hall driveway encroachment, proposed relocation of the existing stop sign and proposed revegetation; Analyze the areas behind the proposed apartment buildings with regard to the 9.1' and 8.9' setbacks for the 2 — story rear decks to the nearest property line; - Decide if revisions are to be made and establish final list of items required for determination - Applicant to provide revised set of plans including floor plans, elevations and revised site plans including the information detailed below prior to any site plan determination. B. Existing: 1. 1.12 acre (48,707 sq. ft.) parcel with an existing 1,979sf 2 — story dwelling; 2. Surrounding land: i. East: Post Office and driveway access to Feather Hill shopping center; ii. North: LIRR tracks and storage facility further to the North; iii. West: Town hall iv. South: Mixed use parcel (AKA Nicolettes for the Home approved site plan) C. Proposed: Pegs 1 3. Renovate existing dwelling to include two, 2 — bedroom apartments at 813sf(1st floor) and 820sf (2"d floor); i. Maintain existing 12' wide driveway and formalize rear parking area for four (4) parking stalls including 1 ADA; ii. Proposed Hydro-Action AN-5500 I/A OWTS 4. Construct three (3) buildings with Street at 28.5' x 64' (3,640 gfa) each • Twelve (12) units @ 813sf ea., each are 2 - bedroom units (see elevations received June 28, 2021) ■ Hydro-Action AN-1100 1/A OWTS 5. Area of disturbance = 41,590 sq. ft. (0.955 acres), increased 1,182sf to 42,772sf(0.982ac) D. Bulk Schedule/Code Requirements: §280-24 -Affordable Housing District (AHD) 6. Notice of Disapproval notes: i. Insufficient front and side yard setbacks for the existing dwelling (see below) Code Min Proposed Front 35' 29.4' Side 15' -- 2.8' Side (comb) 25' 14.8' 7. Pursuant to §280-28(C) of Town Code, the Planning Board has the "Authority to amend requirements and specifications." (1) The Planning Board shall have the authority to reduce or amend yard setback requirements, lot dimension requirements, parking requirements, and highway specifications. In making this decision, the Planning Board shall take into consideration the benefit to the applicant, as weighed against the detriment to the health, safety and welfare of the neighborhood or community. Staff: Front, Side, and combined side yard setbacks are insufficient. If acceptable to the Board, these setbacks can be granted as resolutions in a potential final approval resolution Page 13 8. SanitaEy Flow Credits Pursuant to §117 i. 15.0 TDR Sanitary Flow credits are required for this project. This accounts for a flow requirement more than double density (aka "Super Offset") and 525% of allowable flow. ii. On January 19, 2021, the Southold Town Board held a public hearing for the transfer of 15.0 flow credits for fourteen (14) affordable housing units and issued a resolution granting the transfer of said credits which shall not be signed by the Supervisor or released by the Town Clerk until: 1. Covenants and Restrictions in a form acceptable to the Town Attorney have been filed with the Suffolk County Clerk; and 2. The applicant has submitted a payment for the credits in an amount to be determined by the Town Board at a future date. E. Planning Board referral review follow-up requirements: 1. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; Submitted: no; plans were recently resubmitted to SCDHS and the applicant is currently working towards approval. On August 11, 2022 the Department of Health Services issued a Notice of Incomplete Application and determined that the following is required: Submit the following per the review board determination:. 1. Town of Southold Town Board approval for the project and the use of the Town Transfer of Development Rights Credits; and 2. 15.0 Town of Southold Transfer of Development Rights Credits Staff: The conditions neither of the Town Board resolution or the SCDHS have been satisfied. C&R's must be finalized and filed with the Office of the Suffolk County Clerk prior to a "Sanitary Flow Credit Certificate" is issued by the Town Board pursuant to §117-9, and later payment received by the Southold Town Clerk. Planning Staff, with the support of the Town Attorney's office, will provide draft C&R's to the applicant for review In light of the above, the Planning Board may want to consider an eventual Conditional Approval when all other site plan requirements have been satisfied 2. Obtain a letter of water availability from the Suffolk County Water Authority (SCWA) and provide a copy to this department; Submitted: yes; the plan shows to bring public water from Traveler Street for the proposed apartment buildings. Letter of Water Availability expires February 10, 2024. 3. Obtain a Certificate of Appropriateness from the Historic Preservation Commission as required by the Notice of Disapproval, and provide a copy to this department; **Submitted: yes; a COA was issued on December 19, 2021 under resolution #12.09.21.2 4. Provide a narrative regarding the proposed plan for site management; **Submitted: yes; the applicant has stated the following: Property Management: the property will be managed by HC NOFO LLC from its office in Southold Town. Leasing, rent collection and maintenance requests will be coordinated through this office. Tenants will be responsible for maintaining accounts with utilities including PSEG, National Grid and Optimum as needed. Each unit will be separately metered for electric and natural gas. Laundry facilities will be available in the basement of each building on a pay per use basis. *Staff: accurate floor plans for the basements including the laundry facilities must be provided. The current site plan references "unfinished cellar" for apartment buildings. Maintenance: the property will be maintained in a professional manner through service contracts for landscaping, snow removal, septic system maintenance, HVAC and trash/recycling. Routine maintenance requests will be addressed in a timely Page 1 manner by a repairperson and other licensed contractors as needed. 5. Please provide the items listed below on a minimum of eight (8) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. iii. Provide the location and dimensions of the front porch and rear porch/deck access stairways on the site plan for the three (3) proposed apartment buildings; Submitted: yes; rear yard 2"d floor deck/access is shown at 8.9' to the nearest property line for all three buildings Staff: further analysis of the rear access decks and proximity to property line continues below in the Landscaping section iv. For the three (3) proposed apartment buildings, provide verification (details and notations) of water supply/fire protection capable of providing the greater of the following: 1. 1,750 GPM for 2 hours; or, 2. The demand of an automatic fire sprinkler system plus hose stream allowance. Submitted: yes; v. Provide water usage numbers at gallons per day (gpd) and any proposed irrigation at gallons per minute (gpm); Submitted: yes; 3,150gpd; Fire Sprinkler @ 800gpm; Irrigation @ 20gpm vi. Provide a 5' wide sidewalk along the frontage of Traveler Street. Please contact the Town Engineer at (631) 765-1560 or this office, if you have questions regarding the sidewalk, dimensions and the Town ROW; Page 16 Submitted: yes; however there is also an existing chain link fence shown on the plan. The location or where this chain link fence ends should be verified as to not interfere with a proposed sidewalk. vii. Provide the location of a dumpster enclosure; Submitted: yes; viii. Provide the location, dimensions and rendering of any proposed exterior signage pursuant to §280-80; Submitted: no; ix. Provide bike racks on site where practicable, including areas protected from the elements; Submitted: yes; three (3) bike racks are provided on site x. Clearly label all proposed surface types on site; Submitted: yes; A. Relocate the proposed E-1 and E-2 storm water leaching galley systems to the front of Building #1 in the effort to reduce the area of disturbance and potentially retain existing growth on site; Submitted: yes; xii. Provide the following ten (10) items pursuant to Town Code Chapter 236 for Storm Water Management: Submitted: yes; to be verified by Town Engineer; Landscape Plan Submitted but needs revision. The landscape plan does provide plantings and their identifications; however, the landscape plan does not include the property line area along the west of the site which is adjacent to Town Hall and the items detailed below. xiii. Provide the overall proposed Landscape Coverage (%) for the parcel; Submitted: yes; 19,006sf or 39% (5,341sf or 10.9% of "natural vegetation permanently to remain"). The existing Page 17 trees in the north and northwest areas of the site should be preserved. xiv. The relocated stop sign and revegetating the Towns driveway encroachment must be made clear with DPW, Town Highway Superintendent and the Town Engineer. If the current conditions were to be maintained alongside the proposed development, there would be a 0' setback to the parking area for building #3; and, a ±7' setback to building #3. There is no landscaping shown or referenced on the plan in this area nor does the Landscape Plan extend to the property line in this area. All areas outside of the parking areas and area to remain natural vegetation are incorrectly labeled as "existing grass" on the Landscape Plan. The parcel is currently wooded and there is no existing grass on site. These areas should be further analyzed by the Planning Board for the benefit of future residents and the community with consideration for buffering, screening, fencing or a combination. xv. Pursuant to Town Code §280-95 A&B:. 1. Provide a minimum 4' wide perimeter landscaped area between the sidewalk connecting Buildings # 2 & 3 and the property line, with a shade tree approximately every 40'; 2. Provide at least 280sf of interior parking landscaping (146.7sf provided). Submitted: yes; xvi. Incorporate at least three (3) shade trees within the parking area for the proposed apartment buildings; Please utilize the Planning Board's recommended native plantings list or contact this office with any questions. Submitted: yes; xvii. List the following Best Management Practices (BMP's) on the Landscape Plan to further protect ground and surface waters:. 1. The use of native, drought-tolerant plants is required in all landscaping; Page 18 2. Only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture are permitted; 3. A maximum of 1 lb. of nitrogen per 1000 square feet in any one application is required, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; 4. The application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1st is prohibited; 5. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Submitted: yes; provided on multiple pages of the landscape. Only one reference is required and this should be provided on a primary landscape plan that also provides the plant list details. Photometric Plan xviii. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: 1. Provide fixture specifications and details for all exterior light fixtures, including mounting height; Submitted: no; cut sheet details are required 2. Foot candle (fc) values at the property line to Traveler Street shall be <_0.05fc and values along the side yard property lines shall be :50.1 fc on site. There are multiple locations on the photometric plan where these property line values are exceeded. Exterior lighting should be provided at the minimum necessary and motion sensors should be utilized for security lighting (if proposed); Page 1 3. Provide an informational table on the photometric plan that provides all fixture details including: quantity, height proposed, color temperature (<_ 2700K), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 28,000 lumens (1.12ac X 25,000 lumens per acre); Submitted: yes; 27,115 lumens proposed for twelve (12) fixtures, fixtures at 2700K, mounting heights = 2 at 8', 1 at 12' and 2 at 15' high 4. Include specifications and details for sign light fixtures (if proposed) for any signage; Submitted: no; not provided 5. If security lighting is needed, use motion-sensors during off- hours and identify these fixtures on the photometric plan. Submitted: no; no plans for security lighting at this time. 280-131 K Guaranly of performance. (1) Public improvements. A guaranty of performance may be required for all public improvements as part of the conditions of approval. If a guaranty of performance is required, the provisions of Article IX, Bonds and Other Security,[2] shall apply. (2) Other on-site improvements, including, but not limited to, securing the property, buffers, landscaping and/or screening. A guaranty of performance may be required in an amount to be determined by the Planning Board for the estimated value of on-site improvements as part of the conditions of approval under the following circumstances: Staff: Some level of performance bond is required and should include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. V. Staff Anal and Planning Board items to consider Page 110 1. As described above, a lot of detail has been added to the plans in response to the Planning Board's referral review but the following outstanding items are required to be provided in order to complete the site plan review: i. Provide a revised landscape plan as detailed above showing all property lines, proposed revegetation along the west property line, the addition of buffer plantings or fencing as required and one reference to BMP's ii. Provide a revised Photometric Plan as detailed above including property line foot candle values, fixture cut sheet details and sign light(s) cut sheet details iii. Provide exterior signage details and sign lighting pursuant to Chapter 280-80 2. This application is subject to the process and requirements listed within the AHD Code as specified above; 1. Covenants drafted by Planning staff and the Town Attorney will be sent to the applicant for review and comment to ensure compliance with the Town Code. 3. The following variances from the Town Code can be granted by the Planning Board Code Min, Proposed Front 35' 29.4' Side 15' 2.8' Side(comb) 25' 14.8' Front, Side, and combined side yard setbacks are insufficient. If acceptable to the Board, these setbacks can be formally granted as resolutions in a potential final approval resolution 4. Suffolk County Department of Health Services (SCDHS) approval is required. Page ( Ill Submission Without a Cover Letter 5ubr� RECEIVED 'C Sender: ] Cq IP10aunnning � fib ownSubject: ��ov�k � Board SCTM#: 1000 - 4LD Date:.. q l p��l �,��•� Comments: Southold Town Planning Board Work ;Session - March 28 2022 - Page 2 3:00 p.m. Executive Session -Discuss the hiring of particular consultant for SEQRA 4:00 p.m. Applications Project Name: Kalagiros Standard Subdivision , SCTM# ' 1000-95-4-16.1 __ ____ __ I-------"- ___._� ._ _ _ _ __.. Location: 18365 CR 48, Cutchogue"." ... -- __ - 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 district. Status: Pending Action: Review for Completeness Attachments: Staff Report _ Oregon Project Name_ 15105� gon Road LLC SCTM#: 1000-73-1-1 Standard Subdivision Location: 15105 Oregon Road, Cutchogue Description. This standard subdivision proposes to subdivide a 5.18-acre parcel into two lots where Lot 1 equals 2.60 acres and Lot 2 equals 3.24 acres and is improved with a single-family residence in the AC and R-80 Zoning Districts. ew Application e Status: Action _ _ _.w. __ Review for C„ornpleteness 1 Attachments: Staff Report �_. _.._ _ . .... . 1 Project Name: Astley Resubdivision SCTM#. . 1000-13-1-5.2 &6 Location: 460 North View Drive, Orient Description: This resubdivision proposes to merge two parcels into a single 1.35 acre parcel in the R-40 Zoning District. Status: New Application Action: Review for Completeness Attachments: Staff Report _.... Project Name. Travelers Street ».. � Affordable SCTM#: 1000-61-1-9.1 Housi- g Location: 53315 NYS Route 25, Southold Description: This site plan application is for the proposed interior conversion of an existing 2-Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2- Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Status: Pending Action: Update Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Update & Revised Site Plan Date March 28, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Traveler Street Affordable Housing Applicant: HC NOFO, LLC Date of Submission: January 28t" and March 1, 2021 Tax Map Number: 61.-1-9.1 Project Location: 53315 Main Road Route 25 Hamlet: Southold Zoning District: AHD- Affordable Housing District II. Description of Project Type of Site Plan: Residential Acreage of Project Site: 1.12 acres # of residential units 14 This site plan application is for the proposed interior conversion of an existing 2 — story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at no more than 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). The property is located at 53315 NYS Route 25, Southold. SCTM#1000-61-1-9.1 III: Review: The purpose of the Affordable Housing AHD District is to provide the opportunity within certain areas of the Town for the development of high-density housing for families of moderate income; and further, to do so with sensitivity to the historic and aesthetic character of the Town's existing neighborhoods. Towards that end, the Planning Board shall have the authority to amend certain setback and other specifications in order to ensure cost efficiencies and design that furthers the Town's goals of providing quality workforce housing. Homes located within the Affordable Housing District are intended to be affordable in perpetuity. Applicability:abili,ty: AHD Districts shall be established by the Town Board on parcels of land that have been identified through the accepted principles of Smart Growth planning as being appropriate and desirable locations for affordable housing. Such locations include, but are not limited to: land within Hamlet Locus Zones, as may be determined by the Town Board; land within walking distance of services, shops, schools, and public transportation; land that adjoins existing centers of business and residential development (as opposed to land adjoining farm and open fields); and other locations where the project has been shown to meet a demonstrable need. AHD Districts shall be designated by Town Board resolution; IV: Analysis A. Existing: 1. 1.12 acre (48,707 sq. ft.) parcel with an existing 1,979sf 2 — story dwelling; 2. Surrounding land: i. East: Post Office and driveway access to Feather Hill shopping center; ii. North: LIRR tracks and storage facility further to the North; iii. West: Town hall iv. South: Mixed use parcel (AKA Nicolettes for the Home approved site plan) B. Proposed: 1. Renovate existing dwelling to include two, 2 — bedroom apartments at 8113sf(1 s$ floor) and 820sf (2"d floor); i. Maintain existing 12' wide driveway and formalize rear parking area for four (4) parking stalls including 1 ADA; ii. Proposed Hydro-Action AN-5500 I/A OWTS 2. Construct three (3) buildings with Street at 28.5' x 64' (3,640 gfa) each Twelve (12) units @ 813sf ea., each are 2 - bedroom units (see elevations received June 28, 2021) Hydro-Action AN-1100 1/A OWTS 3. Area of disturbance = 41,590 sq. ft. (0.955 acres), increased 1,182sf to 42,772sf (0.982ac) C. Bulk Schedule/Code Requirements: §280-24 - Affordable Housing District (AHD) 1. Notice of Disapproval notes:. 12 i. Insufficient front and side yard setbacks for the existing dwelling (see below) ............... Code M►n Proposed Front 35' 29.4' Side 15' 2.8' ....._ _._. ........ Side (comb) 25' 14.8' 2. Pursuant to §280-28(C) of Town Code, the Planning Board has the "Authority to amend requirements and specifications." (1) The Planning Board shall have the authority to reduce or amend yard setback requirements, lot dimension requirements, parking requirements, and highway specifications. In making this decision, the Planning Board shall take into consideration the benefit to the applicant, as weighed against the detriment to the health, safety and welfare of the neighborhood or community. In making such determination, the Planning Board shall also consider: (a) Whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby properties will be created by the granting of the amendments; (b) Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than the sought variance; (c) Whether the variance is substantial; (d) Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district; and (e) Whether the alleged difficulty was self-created, which shall be relevant to the decision but shall not necessarily preclude the proposed amendment or variance. (2) This provision supersedes and amends New York State Town Law §§ 267, 267-a, 267-b and 267-c insofar as these sections give such authority to the Zoning Board of Appeals. Any amendment to highway specifications shall meet with the approval of the Highway Superintendent. D. With reference to the Planning Boards referral review follow-up requirements: 1. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; Submitted: no; plans were recently resubmitted to SCDHS and the applicant is currently working towards approval. 2. Obtain a letter of water availability from the Suffolk County Water Authority (SCWA) and provide a copy to this department; Submitted: yes; the plan shows to bring public water from Traveler Street for the proposed buildings 3. Obtain a Certificate of Appropriateness from the Historic Preservation Commission as required by the Notice of Disapproval, and provide a copy to this department; Submitted: no; will be forwarded under separate cover 4. Provide a narrative regarding the proposed plan for site management; Submitted: no; will be forwarded under separate cover 5. Please provide the items listed below on a minimum of eight (8) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. ii. Provide the location and dimensions of the front porch and rear porch/deck access stairways on the site plan for the three (3) proposed apartment buildings; Submitted: yes; rear yard 2"d floor deck/access is shown at 8.9' to the nearest property line for all three buildings ii. For the three (3) proposed apartment buildings, provide verification (details and notations) of water supply /fire protection capable of providing the greater of the following: 1. 1,750 GPM for 2 hours; or, .= 4, 2. The demand of an automatic fire sprinkler system plus hose stream allowance. Submitted: yes; iii. Provide water usage numbers at gallons per day (gpd) and any proposed irrigation at gallons per minute (gpm); Submitted: yes; 3,150gpd; Fire Sprinkler @ 800gpm; Irrigation @ 20gpm iv. Provide the overall proposed Landscape Coverage (%) for the parcel; Submitted: yes; 19,006sf or 39% (5,341 sf or 10.9% of "natural vegetation permanently to remain"). The existing trees in the north and northwest areas of the site should be preserved. v. Provide a 5' wide sidewalk along the frontage of Traveler Street. Please contact the Town Engineer at (631) 765-1560 or this office, if you have questions regarding the sidewalk, dimensions and the Town ROW; Submitted: yes; however there is also an existing chain link fence shown on the plan. The location or where this chain link fence ends should be verified as to not interfere with a proposed sidewalk. vi. Provide the location of a dumpster enclosure; Submitted: yes; vii. Provide the location, dimensions and rendering of any proposed exterior signage pursuant to §280-80; Submitted: no; will be forwarded under separate cover viii. Provide bike racks on site where practicable, including areas protected from the elements; Submitted: yes; three (3) bike racks are provided on site ix. Clearly label all proposed surface types on site; Submitted: yes; x. Relocate the proposed E-1 and E-2 storm water leaching galley systems to the front of Building #1 in the effort to reduce the area of disturbance and potentially retain existing growth on site; Submitted: yes; A. Provide the following items pursuant to Town Code Chapter 236 for Storm Water Management: 1. Sheet C-2 shows the locations of two test holes but no details. Please include the detailed information about each test hole on the plan. 2. The drainage calculations state that 10' diameter leaching pools will be utilized but the numbers used are for 8' diameter leaching pools. Please reconcile this discrepancy. 3. Please recalculate runoff from the project utilizing 0.2 as the runoff coefficient for landscaped areas. 4. Drainage Areas C & D are comprised of deep leaching pools with open grates. These drainage structures will be prone to failure and difficult to maintain. These drainage systems must be revised so that each one is comprised of at least three leaching pools piped together with an equivalent total capacity. 5. The Site Plan must show the details for the proposed drainage structures and the piping that connects them to the new buildings and to each other. 6. 1 recommend that all leaching structures without open grates be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 7. The Site Plan must show details for all proposed concrete and asphalt pavements. 8. Please note that all recycled concrete aggregate (RCA) utilized in the construction of the site must be New York State Department of Transportation (NYSDOT) Specification RCA. 9. The Site Plan must show the details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. 10.The Site Plan must show the location of and details for the concrete washout and soil stockpile areas. Submitted: yes; to be verified by Town Engineer; Further, the relocated stop sign and remediating the Towns driveway encroachment must be made clear with DPW, Town Highway Superintendent and the Town Engineer. If the current conditions were to continue alongside the proposed development, there would be a 0' setback to the parking area for building #3 and ±7' setback to building #3. This will be memorialized as a site plan condition. xii. Pursuant to Town Code §280-95 A&B: 1. Provide a minimum 4' wide perimeter landscaped area between the sidewalk connecting Buildings # 2 & 3 and the property line, with a shade tree approximately every 40'; 2. Provide at least 280sf of interior parking landscaping (146.7sf provided). Submitted: yes; Each landscaped area shall contain a minimum of 100 square feet, shall have a minimum dimension of at least eight feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper. xiii. Incorporate at least three (3) shade trees within the parking area for the proposed apartment buildings; Please utilize the Planning Board's recommended native plantings list or contact this office with any questions. Submitted: no; will be forwarded under separate cover xiv. List the following Best Management Practices (BMP's) on the Landscape Plan to further protect ground and surface waters. 1. The use of native, drought-tolerant plants is required in all landscaping; 2. Only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture are permitted; 3. A maximum of 1 lb. of nitrogen per 1000 square feet in any one application is required, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; 4. The application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 St and April 1 St is prohibited; 5. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Submitted: no; will be forwarded under separate cover xv. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: 1. Provide fixture specifications and details for all exterior light fixtures, including mounting height; Submitted: no; will be forwarded under separate cover 2. Foot candle (fc) values shall be less than 5.Ofc on site. There are multiple locations on the photometric plan where this maximum is exceeded. Exterior lighting should be provided at the minimum necessary and motion sensors should be utilized for security lighting (if proposed); 3. Provide an informational table on the photometric plan that provides all fixture details including: quantity, height proposed, color temperature (<_ 2700K), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the 8 maximum lumens permitted for this site is 28,000 lumens (1.12ac X 25,000 lumens per acre); Submitted: yes; 27,115 lumens proposed for twelve (12) fixtures, fixtures at 2700K, mounting heights = 2 at 8', 1 at 12' and 2 at 15' high 4. Include specifications and details for sign light fixtures (if proposed) for any signage; Submitted: no; will be forwarded under separate cover 5. If security lighting is needed, use motion-sensors during off- hours and identify these fixtures on the photometric plan. Submitted: no; no plans for security lighting at this time. V. Staff Anal and Planning Board items to consider 1. As detailed above, there are still outstanding items that are required to complete the site plan review but a lot of detail has been added to the plans in response to the Planning Board's referral review. The landscape plan will be review when submitted, fixture details are still needed along with signage details and sign lighting details, the photometric plan will need some minor revisions (foot candle values >0.1 at property lines), 2. This application is subject to the process and requirements listed within the AHD Code as specified above; i. Covenants will need to be drafted by Planning staff and reviewed by the Planning Board and Town Attorney to ensure compliance with the Town Code and any Planning Board requirements. 3. The following variances from the Town Code can be granted by the Planning Board Code Min Proposed Front 35' 29.4' Side 15' 2.8' Side (comb) 25' 14.8' 1 Front, Side, and combined side yard setbacks are insufficient. If acceptable to the Board, these setbacks can be formally granted as resolutions in a potential final approval resolution 4. Suffolk County Department of Health Services (SCDHS) approval is required 5. Existina dellin :. The existing dwelling to be renovated must receive a Certificate of Appropriateness since it is a listed structure. 6. Proposed Apartment Buildings Site management: it should be defined by the applicant how the site will be maintained and managed into the future. Submit a narrative to this effect. 7. 280-131 K Guaran!y of performance. (1) Public improvements. A guaranty of performance may be required for all public improvements as part of the conditions of approval. If a guaranty of performance is required, the provisions of Article IX, Bonds and Other Security,[2]shall apply.. (2) Other on-site improvements, including, but not limited to, securing the property, buffers, landscaping and/or screening. A guaranty of performance may be required in an amount to be determined by the Planning Board for the estimated value of on-site improvements as part of the conditions of approval under the following circumstances: Staff: Some level of performance bond is required and should include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. II 10 " IIII"'i d " IIII m �I�m�IIriIII ,, ' m W m New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com March 8, 2022 Mr. Brian Cummings, Planner NA 1 0 2022 Planning Department ................ Town of Southold Town Hall Annex ��:>��t f�P.�4s°i Town 54375 Main Road Board Southold, NY 11971 Re: Southold Affordable Housing Project, 53315 Main Road, Southold, NY 53315 Main Road,Southold, NY SCTM# 1000-61-1-9.1 Dear Mr. Cummings: Attached please find five-(5) sets of the revised site plans for your review and approval. The plans were requested in your letter dated August 27, 2021 (copy attached) as follows: 1. The revised plans were resubmitted to Suffolk Department of Health Services (SCDHS) this week and we are currently working toward receiving approval. 2. Attached is the letter of water availability for the project. The plan is to bring public water off Traveler Street for the proposed buildings. 3. The Certificate of Appropriateness will be forwarded under separate cover. 4. The narrative for site management will be forwarded under separate cover. 5. 5 sets of plans are attached as per my conversation with Mark Terry. a. Porches and decks were added to the plans as requested. b. A note was added to C-1 noting fire requirements of 1,750 gpm for 2 hours or a fire sprinkler system. c. The water usage was added to sheet C-1. d. The proposed landscape coverage was added to sheet C-1. e. The sidewalk along the Traveler Street frontage was added to the plans as directed by Michael Collins from the Town Engineering Department. f. A dumpster was added to the plans. g. Proposed signage will be provided under separate cover. h. Bike racks were added to the plans. i. The proposed surfaces were labeled on sheet C-1. j. The drainage and septic systems were revised to limit the area of disturbance in the rear of the buildings to retain ex. growth on site. k. See below: i. The test hole data was added to sheet C-2. ii. The drainage calculations were added to note only 8' diameter drywells. iii. The runoff coefficient for landscaping was increased to 0.2. iv. Drainage areas C&D was revised to be 3 drywells minimum at equal depth. v. Sheet C-2 shows the piping for the roof runoff and piping between drywells. Drainage details are shown on sheet C-5. vi. All drywells on the plans are proposed to have a metal cover to grade. vii. See sheet C-5 for concrete and asphalt pavement sections. viii. A note was added for the RCA on the pavement and concrete pavement details. ix. An erosion &sediment control plan was added to the plans (see sheet C- 4) x. The concrete washout and stockpile areas were added to sheet C-4. I. See below: i. A 4'wide landscape area was added along the property line between buildings 20. ii. The parking was revised to provide at least 280 SF of interior parking landscaping. m. See comments from Landscape designer. A landscape plan will be forwarded under separate cover. n. See below: i. The fixture schedule was revised to include pole mounting height. Lighting specs are attached. ii. The footcandle values are less than 5.0fc. iii. The lighting was designed to meet the 25000 lumens per acre. iv. Sign details will be provided under separate covert for the lighting. v, There are no plans for security lighting at this time. Please call me if you have any questions or require additional information, Sincer y °oh don, P.E. OFFICE LOCATION: AlAILING ADDRESS: Town Hall Annexr q � o 117 54375State Route25 k�`r � Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) 938 Southold,NY � [��? Telephone: 1' 7 -y �wwww.southoldtowxmy.gov TOWN OF PLANNING BOARD OFFICE August r. Todd Feuerstein x 869 Southold, 11971 HousingRe: Proposed Site Plan for Traveler Street Affordable 53315 Main Road, Southold - .- - .1 Dear r. r i : I am writings a follow-upi Id on August 23, 2021 where the Planning r reviewed v - r c ite Plan Applicationnrequired the following: Obtain1. r l from the SuffolkI is s (SCDHS) and provide ( print l including the allowable flow r the siteit I, stamp and signature ; Obtain2. letter of watery it ili Ik County Water Authority (SCWA) and provide to this t; 3. Obtain ifi Appropriateness from the Historic Preservation Commission required the Noticei r v I, and providecopy to this department; 4. Provide rr ive regarding the proposedl r site management; Please5. ovi listed belowi i ueight ( ) revised Site Plansincluding the seaI stamp and signatureof the NYS licensed r ssi l preparing I n. Additional pages of the site I necessary in order to provide clear, legible pI t effectively convey all necessary information. Traveler Street Affordable Housing Page 13 August 27, 2021 ii. The drainage calculations state that 10' diameter leaching pools will be utilized but the numbers used are for 8' diameter leaching pools. Please reconcile this discrepancy. iii. Please recalculate runoff from the project utilizing 0.2 as the runoff coefficient for landscaped areas, iv. Drainage Areas C & D are comprised of deep leaching pools with open grates. These drainage structures will be prone to failure and difficult to maintain. These drainage systems must be revised so that each one is comprised of at least three leaching pools piped together with an equivalent total capacity. v. The Site Plan must show the details for the proposed drainage structures and the piping that connects them to the new buildings and to each other. vi. I recommend that all leaching structures without open grates be provided with solid cast iron clean out covers to grade to facilitate future maintenance. vii. The Site Plan must show details for all proposed concrete and asphalt pavements. viii. Please note that all recycled concrete aggregate (RCA) utilized in the construction of the site must be New York State Department of Transportation (NYSDOT) Specification RCA. ix. The Site Plan must show the details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. x. The Site Plan must show the location of and details for the concrete washout and soil stockpile areas. 1. Pursuant to Town Code §280-95 A&B: i. Provide a minimum 4' wide perimeter landscaped area between the sidewalk connecting Buildings #2 & 3 and the property line, with a shade tree approximately every 40'; ii. Provide at least 280sf of interior parking landscaping (146.7sf provided). Traveler Street Affordable Housing Page 15 August 27, 2021 There are multiple locations on the photometric plan where this maximum is exceeded. Exterior lighting should be provided at the minimum necessary and motion sensors should be utilized for security lighting (if proposed); iii. Provide an informational table on the photometric plan that_2fgy�ides all fixture details including: quantity, height proposed, color temperature (:5 2700K), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 28,000 lumens (1.12ac X 25,000 lumens per acre); iv. Include specifications and details for sign light fixtures (if proposed) for any signage; v. If security lighting is needed, use motion-sensors during off-hours and identify these fixtures on the photometric plan. If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, Brian Cummings Planner SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: SERIES - LEDRAZAR o SPEC I FICATIONS OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0 91. copper) M,wrrt" B00% 0 0� �11�' % l assembly with integral coaling fins,TFre Optical Panel mounting �°,��n � �r`��/�i� surface Is milled flat (surface variance c:� 0021) to facilitate �%j thermal transfer of heat to housing and cooling fins Solid border wall sep arates optical and electrical compartments.The optical � aM'^oQunr �w �, and electrical compartments are Integrated to create one assembly.Minimum wall thickness Is.188". ELECTRICAL HOUSING w/ INTEGRATED ARM I-leavy cast low capper aluminum (A356 alloy, <0 2% capper) arse bly mint irate rallco cooling es surrouending the electrical y g g p of the arm to II accommodate a photocell receptacle Solid barder wall separates optical and electrical compartments The optical compartment and electrical compartment with the integrated support arrn combine to create one assembly. Minimum wall thickness is t 33 . Cast and hinged driver assembly cover is integrated with wiring compartment cover. Pt IIIiD"OPTICS Eniitters(LED s)are arrayed on a metal care PCB panel with each 1 , emitter located on a capper thermal transfer pad and enclosed BAZAR by an LED refractor. LED optics completely seal each individual 11 MODELS:RZRM.RZR,RZR-G&RZR-MAF') PATENT PENDING emitter to meet an IP66 rating. In asymmetric, distributions, a micro-reflector inside the refry.-vector re-directs the house side emitter output towards the street side and functions as a house side shielding relement. Refractors are injection molded H12 acrylic. Each LED refractor Is sealed to the PCB over an emitter and all T refractors are retained by an aluminum frame.Any one Panel,or group of Panels in a luminalre,have the same optical pattern.LED ML refractors produce standard .site/area distributions. Panels are field replaceable and field'rotatable in 90'increments. I LED DRIVER(S) 1 Constant current electronic with a power factor of >.90 and a RZR-G e rninimUn')operating temperature of-40"F/-40°C.Driver(s)is,/are UL 1 and cUL recognized and mounted directly against time Electrical T D Housing to facilitate thermal transfer, held dowel by universal clamps to facilitate easy removal„in-ilneterminal blacks facilitate 1 wiring between the driver and optical arrays Drivers accept an input of I20-277V, 50/60FIz or 347V-430V, 50„60Hz (0 10V ^ dlmr-nabla driver Is standard,Driver has a rIiinimurtD of 3KV internal surge protection.Luminaire supplied with 20KV surge protector for RZR, RZRM&RZR-MAF' A field accessible installation.) Crop view) LED EMITTERS 1 High output LED's are utilized with drive currents ranging from 350mA to 1050mA. 70CR1 Minimum. LED's are available in ~— e standard Neutral White(4000K),or optional Cool White(5000K)or RZR & RZRM c T Warm White(3000K). Consult Factory for other LED options. T D 1 AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to 1 1 create color output similar to LIPS lamps and have a slught output RZR-MAF* c r D in the blue spectral bandwidth. TRA (True Amber) LED's utilize T T materlol that emits light In the amber spectral 'bandwidth only without the use of phosphors. FIXTURE A B C D FINISH 16" 36.5" 3" 7" Elecl,roslotically apl:)liedTCiC Potyester Powder Coat an substrate RZR-G 3e1mm 927mm 76mm 197mm prepared with 20 PSI power wash at 140"F.Four steeD media Most RZR la 75" 28.25" 2.75" 6.5" and Iron phosphate pretreatment for protection and paint 375mm 71emm 70mm 165mm adhesion 4006E bake for maximum hardness and durability. RZRM r r.5" 22' 4m . 5.25" 292mm 559mm 64mm 133mm MAST ARM FITTER/ELECTRICAL HOUSING RZR-MAF 3.1mm 2254mm amm 10 mm Peplace�s standard Electrical l•iousing, Fits standard 2 3/3" 0,D, horizontal fenon,Two (2) straps, with two (2) gaits each encircle 'DLC PENDING AS OF 7/19 the lower halt of the tenon. Upper holf of the lenon rests on nett-centering steps that posMon the angle of the luminaire al'0', +1.5'„-r1,5 or+3" up tram the horizonlal.All hardware is stainless steel. c �L us �' Mma1r-onus"� usTEu 2019253 660 west Avenue O.Palmdale.)2 93551 L U.S. Architectural Lighting P60Wesl1anue000Fada6e, A9351 U.S.ARCHITECTURA e RAZAR SERIES - LED mm" Ilumm POLE DRILLING TEMPLATE PIIIII'iiiiiiiJ "``MODULES f F_ 1 cL. 2 (Slmm) -, „��`.-,,,�, ^ V ........ _.__............ � •• � •: M .. e ••• RRE.P.A. 0.67 8 0LD2.75" 125^(32mm) • • i� va'l •pOmm) 2 FOR RRM ( mm) of aa WIREWAYFOR RZR 09 • � s64A' RZR-G E.PA.=0.76 =1m°i Available m Available in: % 20& 0 .• � e••8LEDModule 0&4EU.- .6 boo ' �80LEDModule '�. .406"DMA.(lOmm) •. q,.9 .I .. (3)HOLES •• •• .• 9''.... 120 LED Module Approximate Average Lumens-4000K (Lumens rnOdIoni[) OR distributions) 350mA 525nnA 70DmA 1050mA Wafts Lumens HID Eq, Watts Lumens HID Eq. Wafts Lumens HIDEq, Wags Lumens HIDEq. •••• ••• 41 5058 53 6567 100 8 • •. ••• 24 28 3541 50 1 DD 1 8773 150- 175 • ;• ,+ �. 40 45 5997 17a 66 8653 iR 87 10995 175 134 14647 00 50 ff RZRM E.P.Ann .=0.45 .�� •.•,•,• 48 55 7046 100 81 10018 1q¢ 105 12600 200 160 17566 250 48&24LIED Module 48 LED Module 80 87 11622 17� 131 16736 25a 174 21235 400 266 2819020 450 120 127 17405 250 195 24860 4500 260 31592 �5 396 43323 15�75 Spr:C{C',de,Examr)I=:RZR/PLED-IV/80LED-700mA/CW/277/RAL-8019-S uu EL u2 e' ° II duuu IW MODEL OPTICS LED MODE VOLTAGE FINISH [___OPTIONS MODEL OPTICS LED MODE VOLTAGE FI�k�w.�INSH OPTIONS w ��mmm ..,_,_OPTIONS NO.LEDs DRIVE CURRENT COLOR STANDARD TEMP-CCT TEXTURED FINISH RZR-G ❑ RZR-G ❑TYPE II ❑ 120LED ❑ 350mA ❑ NW(4000K) ❑ 120 ❑ BLACK ❑HIGH-LOW DIMMING FOR PLED4I ® 'STANDARD RAL-9005-T HARDWIRED SWITCHING OR ❑ El525mA ❑208 NONINTEGRATED MOTION ❑TYPE II FRONT ROW 80LED ❑ CW(5000K) ❑240 El WHITE SENSOR............HLSW PLED41-FR ® El700mA' RAL-9003-T El WW(3000K) ❑INTERNAL ❑TYPE II MEDIAN ❑ 1050mA' ❑277 ❑ GREY HOUSE SIDE SHIELD...HS-PLED ❑ RZR ILLUMINATOR { RZR FOR CONSULT FACTORY COLORS ❑347 RAL-7004-T PLED41-ML ❑PHOTO CELL+VOLTAGE ❑RZR-MAF' ❑80LED ❑480 ❑ DARK BRONZE (EXAMPLE:PC120V). PC+V ❑TYPE III MED_ RAL-8019-T PLED-III-M .® ❑40LED ❑TWIST LOCK ❑ GREEN RECEPTACLE ONLY...TPR PLED-III-W El TYPE III WIDE AMBER' RALS0054 El 7-PINTWIST LOCK ❑ PHOSPHOR FOR SMOOTH FINISH RECEPTACLE ONLY...TPR7 ❑ RZRM ❑TYPE IV ® ❑RZRM CONVERTED REPLACESUFRx-r PLED4V AMBER WITH SUFFIX s ❑SINGLE FUSE 48LED PCA (EXAMPLE: RAL-9005-S) (120V, 277V,347V)..SF ❑ CONSULT TYPE IV 4 FORCUS M FACTORY PLED4V-FT El24LED El TRUE AMBER ❑DOUBLE FUSE TRA (208V, 240V,480V)..DF NOTEC PENDING AS OF W19 PLED-VSa-J., LEDs El TYPE V NARROW NOTES. El DIM MOTION SENSOR 2 �"�� ANOrFDRusEwrHrnA (PROGRAMMED 50/100) 3-NARROW BAND AMBERS HAVE NO DEFINABLE AM ❑TYPE V MED. OCT EQUIVALENT ..MS-F211 PLED ME M 4-AVAILABLE IN 35W&5251M DRIVE DURRENTS ONLY ❑REMOTE MOTION SENSOR ❑TYPE V WIDE IGURAT CONF p ..,.. OR,.,.,......,MS•FC10 PLED-VSA-W a 660 Wesf Avenue O,Palmdale.CA 93551 U.S.ARCHITECTURAL -20DOF..(661)233-2001 www,usallg com U.S. Architectural Lighting Ph« (661)233 © BAZAR SERIES - LED LED / ELECTRICAL GUIDE , r r l � 24 LED 24 PII,..@I'l1ll:"i'm Optical 3,298- 3,133- 3,463- 60,000+ -20°F 29 120 0.24 Module-350mA 3,784 3,595 3,973 277 0.10 24 LED 24 PIL.IIIIIIIII °"Optical 41711- 4,475- 4,947 60,000+ -20°F 42 120 0.34 Module-525mA 5,405 5,135 5,675 277 0.15 24 LED 24 PLED""Optical 6,023- 5,722- 6,324- 60,000+ -20°F 56 120 0.45 Module-700mA 6,911 6,565 7,256 277 0.20 24 LED 24 PIILEII)"Optical 8,171- 7,762- 8,580- 60,000+ -20°F 82 120 0.68 Module-1050mA 9,375 8,906 9,844 277 0.30 40 LED 40P11...1111111I Optical 5,585- 5,306- 5,864- 60,000+ -201 43 120 0.38 Module-350mA 6,408 6,068 6,729 277 0.17 40 LED 40PIL..IIIIIIEmmOptical 8,059- 7,656- 8,462- 60,000+ -20°F 65 120 0.55 Module-525mA 9,246 8,784 9,709 277 0.24 40 LED 40 PLIED"Optical 10,240- 9,728- 10,752- 60,000+ -20°F 87 120 0.73 Module-700mA 11,749 11,162 12,337 277 0.32 40 LED 40PILED""Optical 13,642- 12,960- 14,324- 60,000+ -201 128 120 1.12 Module-1050mA 15,652 14,870 16,435 277 0.49 48 LED 48P11LE11I:')":Optical 6,562- 6,234- 6,890- 60,000+ -20°F 53 120 0.46 Module-350mA 7,529 7,153 7,909 277 0.20 48 LED 48 PII...EI11j)*Optical 9,330- 8,864- 9,797- 60,000+ -20°F 79 120 0.68 Module-525mA 10,705 10,170 11,240 277 0.29 48 LED 48PI1...1111°II) Optical 11,735- 11,148- 12,322- 60.000+ -20°F 106 120 0.88 Module-700mA 13,464 12,791 14,137 277 0.38 48 LED 48 PI6..ED'Optical 16,360- 15,542- 17,178- 60,000+ -20°F 160 120 1.33 Module-1050mA 18,771 17,832 19,709 277 0.58 �iiii 80 LED 80P11EE""Optical 10,824- 10,283- 11,365- 60,000+ -20°F 86 120 0.75 Module-350mA 12,419 11,798 13,040 277 0.33 80 LED 80 PLED""Optical 15,587- 14,808- 16,366- 60,000+ -20°F 130 120 1.10 Module-525mA 17,884 16,990 18,778 277 0.48 80 LED 80PI..i°°D"Optical 19,767- 18,779- 20,755- 60,000+ -20°F 174 120 1.45 Module-700mA 22,680 21,546 23,814 277 0.63 80 LED 80 PI11 ED"'Optical 26,255- 24,942- 27,568- 60,000+ -20°F 257 120 2.22 Module-1050mA 30,124 28,618 31,630 277 0.96 80 LED 880P11 E11j'➢"Optical 10,950- 10,403- 11,498- 60,000+ -20°F 87 120 0.75 Module-350mA 12,564 11,936 13,192 277 0.33 80 LED 80 PIL..ED'Optical 15,735- 14,948- 16,522- 60,000+ -20°F 129 120 1.10 Module-525mA 18,054 17,151 18,957 277 0.48 I 80 LED 80PIk..E!WOptical 20,074- 19,071- 21,078- 60,000+ -20°F 174 120 1.45 1 Module-700mA 23,032 21,881 24,184 277 0.63 80 LED 80 P1..IP111111:1`Optical 27,651- 26,268- 29.033- 60,000+ -20°F 266 120 2.22 Module-1050mA 31,725 30,139 33,311 277 0.96 120 LED 120 PII-W;"W Optical 16,211- 15,400- 17,021- 60,000+ -20°F 130 120 1.06 Module-350mA 18,599 17,669 19,529 277 0.46 120 LED 120PLIIIIVOptical 23,154- 21996- 24,312- 60,000+ -20°F 192 120 1.63 Module-525mA 26,566 25,238 27,894 277 0.70 120 LED 120 PIILIII II:"t'"'Optical 29,424- 27,953- 30,895- 60,000+ -20°F 260 120 2.17 Module-700mA 33,760 32,072 35,448 277 0.94 120 LED 120 PLEEV Optical 40,350- 38,333- 42,368- 60,000+ -20"F 398 120 3.33 Module-1050mA 46,296 43,981 48,611 277 1.43 NOTES: 1.Max Input Amps is the highest of starting,operating,or open circuit currents. 2.Lumen values for LED Modules vary according to the distribution type,80LED array appears in both the RZR and RZR-G models. 3.System Watts includes the source watts and all driver components. 4.Fuse value should be sufficient to protect all wiring components.For electronic driver and LED component protection,use surge suppressor supplied with luminaire. Note:Surge suppressors are considered a perishable device. 5.L70(1 OK)-TM-21 6x rule applied.. WARNING: All fixtures must be installed in accordance with local codes or the National Electrical Code.Failure to do so may result in serious personal injury. 660 Wed Avenue O,Palmdale,CA 93551 U.S.ARCHITECTURAL U.S. Architectural Lighting Phone(661)233-2000 Fox(661)233-2001 II � w um"g com V �IU'Ifi��Vl6" . SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low capper aluminum (A356 alloy;<0.2%copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat(surface variance« .0 3") to B facilitate thermal transfer of heat to housing and cooling,fins,The Optical Housing bolts to the Electrical Housing forming a T FIXTURE A B c unified assembly.The minimum wall thickness is.188". c RZRW1 8.75" 12" 6" �nm) lwsnnl 1459miy 6. ELECTRICAL HOUSING RZRWI-EM m ml r ") OW-) Heavy cast law copper aluminum (A356 alloy;<0.2 copper) assembly Minimum waft lhlckness is 18811. Fixture Mounting RZR-WM Plate affixes for mounting surface over a recessed j-box. Eiectrical Housing anchors on the top edge of the Mounting PATENT PENDING Plate and stainless steep recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. PII ED""OPTICAL MODULES Emitters (LED's) are arrayed onppa metal core PCB papnel witheach emitter located on a er mal ad and enclosed by an LED refractor.LED optics rcomp etelyrsealeach ouo individual emitter to meet an IP66 rating.The asymmetric distributions,have a micro-reflector inside the refractor which A re-directs the house side emitter output towards the street side and functions as a house side shielding element.Refractors are injection molded HI acrylic.Each LED refractor is sealed LJ to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a B luminaire, have the same optical pattern. LED refractors produce Type II,Ill,and Type IV site/area distributions as well as FIXTURE A B c other specialty asymmetric distributions. Panels are field c RZRW2 16" 12" 6" replaceable and field rotatable in 90"increments. 1 „asmm, RZRW2-EMm' tom) gym) LED DRIVER(S) Constant current electronic with a power factor of>.90 and a RZ R-W M 2 minimum operating temperatcare of -40"F/-40eC, Driver(s) is/are UL and cUL recognized and mounted directly against PATENT PENDING the Electrical Housing to facilitate thermal transfer°held clown by unrversat clamps to facilitate easy rdmovat.In-line termrnai blocks facilitate wiring between the driver and optical arrays Drovers accept an input of 120-277V, 50/60Hz or 347V-480V, 50,60,Hz (0 - 10V dimmable driver is standard, Driver has a minimum of 3KV internal 20a V surge protector for field accessible 1e nst�allat[om)pied surgesupplied LED EMITTERS - High output LED's are utilized with drive currents ranging from 350mA to 1050mA. 70CRI Minimum. LED's are available in A standard Neutral White (4000K), or optional Cool White (5000K) or Warm White(3000K). Consult Factory for other LED options. AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight I B output in the blue spectral bandwidth.TRA(True Amber)LED's FIXTURE A B c utilize material that emits light in the amber spectral C 12" bandwidth only without the use of phosphors. 1 RZRW3 z3 "m6"m' RZRW3-EM 23" 14" 6.5" (se'mm) casein") (issmml FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared wash 20 PSI power wash of 140"F.Four step RZR-W M3 media blast and Iron phosphate pretreatment for protection and paint adhesion.400°F bake for maximum hardness and PATENT PENDING durability. C us INAAICRE rr^PT K 2019093 UShu 6W West Avenue O.Palmdale.CA 93551 EC U.S.ARCHITECTURAL U.S. Architectural Lighting Phaae(661)233-200o Fax(661)233-2001 IIII IIIIII G II v,ww.U_1f9 win .�F�FVrIIV IIVVV M'm'I�fBm'nIMN'Mi3M'A'M'm ;v BAZAR WALLMOUNT SERIES - LED TI N P1 MODULES EMERGENCY OP O ---Emergency 3/4"Surface •.m.a a.••e ... a Conduit(SC) rj la .. o . . ° • EM B s2 r 60LEDModule Back Box M 1 than standard ~ housing RZR-WM3-LED E.P.A.=.69 0 Available in: ..... .....' 60LEDModule � ''o• :°°°' THE EMERGENCY OPTION BACK BOX EXTENDS 2'BEYONDTHE STANDARD HOUSING AND w 40 LED Module CONTAiNSTHE EMERGENCY'COMPONENTS(EC)INCLUDING BATTERIES OR CAN ENE USED FOR'SURFACE CON DUfT(SC);APPLICATVONS,THERE IS TO BEAN SC1,SC2,AND SC3 OPTION FORTHE DIFFERING HOUSING SIZES,SC SHIPS WITH THREADED CONDUITPLUG , THE EM-LED SYSTEM PROVIDES POWER TO ALL LEDS IN THE ARRAY(20,40,or 60)TO MEET RZR-WM2-LED E.P.A.=.47 THE FOLLOWING LIGHT LEVELS FOR A MINIMUM OF 90 MINUTES- Available In: .... °• WMl=45%®350MA 40 LED Module �•°•w WM2=36%®350MA _" ••••" WM3=24%®350MA ° 20 LED Module 'MULTIPLY THE%ABOVE BY THE LUMEN OUTPUT®350MA WALL MOUNTING RZR-WM1-LED E.P.A.=.33 Available in: ......Mounting Bracket 20LED Module Wall Plate MAX INPUT WATTAGE Mounted to mall, #OF DRIVE CURRENT ' LED's 350mA 525mA 700MA 1050mA Fla 6TtW 99W 13 WWW I?8W� Set Screw 45W 66W 87W a34'hnF w Set Screw Lock 20 20'W 33W 44W 66W SpeCfOrder Example:RZR-WM2/PLED-IV/40LED-700mA/CW/277/RAL-8019-S/SF MEMO mid I(IIVi uiu uul MODEL OPTICS LED MODE n IMOPMTIONS VOLTAGE FINISH MODEL OPTICS LED MODE VOLTAGE FINISH_ OPTIONS �"'.7. ... PI f ENS''DISTRIBUTION TYPE ' NO.LEDs DRIVE CURRENT COLOR ❑ HIGH-LOW DIMMING FOR TEXTURED FINISH TEMP-CCT EXTERNAL CONTROL.. HLSW RZR-WMl ElRZR-WMl ❑TYPE II ❑20LED ❑ 350MA ❑ NW(4000K)' ❑ 120 ❑ BLACK ❑ HOUSE SIDE SHIELDING RAL-9005-T �•HS-PLED PLEDAI,,,.,.. ® 'STANDARD El208 ❑ 525mA ❑ PHOTOCELL+VOLTAGE ❑TYPE II FRONT ROW ❑ CW(5000K) ❑240 ❑ WHITE (EXAMPLE:PC120V)...PC+V PLED-II-FR.... ISM ❑ 700mA1 El WW(3000K) ❑277 RAL-9003-T El SINGLE FUSE (120V&277V).......SF ❑ RZR-WM2 ❑TYPE III ® RZR-WM2 ❑ 1050mA1 347 ❑ GREY DOUBLE FUSE PLED-III CONSULT FACTORY ❑ RAL-7004T ❑ El40LED FOR OTHER LED COLORS ❑480 (208V&240V).......DF ❑TYPE III WIDE (�}5g, ❑ DARK BRONZE ❑STEP DIM MOTION SENSOR PLED411-W 1P RAL-8019-T (PROGRAMMED50/100) AMBER2 ..................... MS-F211 ❑TYPE IV ® ❑ PHOSPHOR ❑ GREEN ❑REMOTE MOTION SENSOR ❑ RZR-WM3 PLED-IV., ,..,. RZR-WM3 CONVERTED RAL-6005-T CONHGURATOR AMBER ......I.............. Ill0 ® ❑60LED PCA FOR SMOOTH FINISH ❑ EMERGENCY BACKUPI..EM7 ❑TYPE IV-FT REPLACE SUFFIX T PLED IV-FT. ❑TRUE AMBER' WITH SUFFIX•S• El EMERGENCY BACKUP 1 TRA ( AMPLE:RAL-9005� (HOUSING ONLY).....EMHI ❑ EMERGENCY BACKUP 2..EM2 NOTES: 1-7IXMM aM IM5 A NOT FOR USE WITH TRA '.... ❑ EMERGENCY BACKUP 3..EM3 LEAS 2-NARROW BAND AMBERS HAVE NO DEFINABLE ❑ SURFACE CONDUIT I...SC1 OCT EQUIVALENT CONSULT FACTORY El SURFACE CONDUIT 2.. SC2 3-AVAILABLE IN 35pr�A 8525mA DRIVE FOR CUSTOM COLORS CURRENTS ONLY ❑ SURFACE CONDUIT 3 SC3 660 West Avenue O,Palmdale,CA 93551 U.S.ARCHITECTURALI81181L"I�VW IINIINVI Lighting U.S. Architectural Li Phone(661)233-2000 Fox(661)233-2001 vrx © 2 9 g w:usallgaam I�� RAZAR WALLMOUNT-LED LAMP / ELECTRICAL GUIDE 20 LED 20 PIL..EII::u"°Optical 2,706- 2,571 - 2,841 - 60,000+ -20°F 22 120 0.19 Module-350mA 2,993 2,843 3,143 277 0.08 347 0.07 20 LED 20 PLED*Optical 3,897- 3,702- 4,092- 60,000+ -20°F 33 120 0.28 Module-525mA 4,310 4,095 4,526 277 0.12 347 0.10 20 LED 20 PTL.EW Optical 4,942- 4,695- 5,189- 60,000+ -201 44 120 0.37 Module-700mA 5,466 5,193 5,739 277 0.16 347 0.13 20 LED 20 PIL..DII:L'Optical 6,564- 6,236- 6,892- 60,000+ -20T 65 120 0.55 Module-1050mA 7,260 6,897 7,623 277 0.24 347 0.19 40 LED 40 PLIII II''q Optical 5,585- 5,206- 5,864- 60,000+ -20T 43 120 0.36 Module-350mA 6,178 5,869 6,487 277 0.16 347 0.13 40 LED 40 PLIIII D*Optical 8,059- 7,656- 8,462- 60,000+ -20°F 65 120 0.55 Module-525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLII9II:L,Optical 10,240- 9,728- 10,752- 60,000+ -20°F 87 120 0.73 Module-700mA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642- 12,690- 14,324- 60,000+ -20°F 129 120 1.08 Module-1050mA 15,089 14,335 15,843 277 0.47 347 0.38 60 LED 60 PIL..IIIIII',W"u""Optical 8,118- 7,712- 8,524- 60,000+ -20T 65 120 0.55 Module-350mA 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PILt'l':I�)'Optical 11,690- 11,106- 12,275- 60,000+ -20T 98 120 0.82 Module-525mA 12,930 12,284 13,577 277 0.36 347 0.29 60 LED 60 PLIhEIIl'P Optical 14,825- 14,064- 15,566- 60,000+ -20°F 131 120 1.09 Module-700mA 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLell'�':)"Optical 19,691- 18,706- 20,676- 60,000+ -20°F 193 120 1.61 Module-1050mA 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: 1.Max Input Amps is the highest of starting,operating,or open circuit currents 2.Lumen values for LED Modules vary according to the distribution type 3.System Watts includes the source watts and all driver components 4.Fuse value should be sufficient to protect all Wiring components. 5.L70(1 OK)-TM-21 6x rule applied L70(1 OK)-Calculated=244,000 @ 700mA =102,000@ 1050mA WARNING:All fixtures must be installed in accordance Wth local codes or the National Electrical Code.Failure to do so may result in serious personal injury. 6W West Avenue O,Palmdd.CA 93551 U.S.ARCHITECTURAL U.S. Architectural Lighting Ph (6a)233-2000Fo (661)233-2001 © o 1 1 R AUTIi New Construction: P.O. Box 38, Oakdale NY 11769-0901 (631)218-1148 February 10,2022 John J Condon,PE Condon Engineering,PC 1755 Sigsbee Rd attituck NY 11952 Re: Water Availability—53315 Main Rd,Southold Southold Affordable Housing Project SCTM# 1000-61-1-9.1 P#20000445657 Notification#300083447 Dear Mr.Condon, We have received your request for information regarding availability of public water service to the above referenced property. Per your request,we have determined that there is an existing water main adjacent to the above captioned property from Route 25 or Traveler Street and based upon the water requirements provided in your application dated December 9, 2021 and subsequent clarification email dated January 21, 2022, the Suffolk County Water Authority (SCWA) has sufficient capacity to this property. Connection fees which may not be our standard costs based on method of installation which could be directional drill or open cut are required. There may also be additional fees for restoration. Your client is required to submit a backflow application and request inspections for both backflow device and service lines. Any existing services that area no longer needed will have to be retired at your expense. SCWA recommends the use of smart irrigation control systems and drought tolerant plantings to promote conservation and minimize the impact of peak pump age so as to ensure compliance with the SCWA Water Conservation Plan. If you have any ftirther questions or would like to proceed with application for service, please contact our New Construction Department at(631)218-1148 or the undersigned at(631)563-5610. Please be advised that should your requirements for service increase at any time following the issuance of this letter,you are urged to contact this office. This letter of availability expires 2/1 /24 SilSin rely Stephen lltrbe° Assistant Manager Slap ExistingMio.ii t P -Notification OUT Ljnklu6. a. r' X Mariella Ostroski,Chairperson Town Hall Annex 4) Anne Surchin,Vice Chair llfl *' 54375 Route 25 Allan Wexler �,�� ° PO Box 1179 ��,u " °� Southold,NY 11971 Fabiola Santana Tara Cubie t Telephone:(631)765-1809 Kim E.Fuentes,Coordinator, ;rrtVX T Town of Southold Historic Preservation Commission December 9,2021 j s � RESOLUTION #12.09.21.2 I,.)E 2 Z(x21 Certificate i 'D1J1J � II�.I IIJ.�fI oi�'�' � ro priatene Bf,aId _,,' RE: 53315 Main Road,Southold,NY. SCTM# 1000-61-1-9.1 Owner: HC NOFO, LLC, Todd Feuerstein, Managing Partner RESOLUTION: WHEREAS, 53315 Main Road, Southold,New York 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 applicant's representative, Todd Feuerstein, submitted a proposal of alterations to the existing single-family dwelling; WHEREAS, the scope of work includes repairs to the structure, and the replacement of siding and roofing, as applied for. Lattice shall also be added as illustrated, the fagade shall be completed with 5 inch Hardy Board and the existing compressors shall be moved to the rear of the building; and WHEREAS, the representative presented commissioners with an outline of the project during pre-submission conferences on October 28, 2021 and November 23, 2021; and WHEREAS, a public hearing was held on December 9, 2021, where the applicant and their architect submitted final drawings of the scope of work and outlined the project for the commission as shown on Architectural Plans prepared Certificate of Appropriateness HPC,Holzapfel SCTM No. 1000-24-2-14 Page 2 the project for the commission as shown on Architectural Plans prepared by Anthony Portillo, Architect, (Sheets SD-1 thru SD-4) dated November 9, 2021; and NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,it is agreed that if the applicant chooses to make changes to the design or materials being used for the improvements,that he/she shall re- appear before this Commission and seek approval for such change; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. Motion made by Commissioner Cubie Motion seconded by: Commissioner Santana VOTES: AYES: Commissioners Ostroski, Santana, Wexler and Cubie RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. 1 j f xf Signed: Kim E. Fuentes,Application Coordinator for the Historic Preservation Commission Date: December 9, 2021 OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annex '; Vj f so P.O.Box 1179 54375 State Route 25 Southold, NY 11971 C., (cor. Main Rd. &Youngs Ave.) " Telephone: 631 765-1938 Southold, NY wwwsoutholdtownny.gov N eeou `1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 27, 2021 Mr. Todd Feuerstein P.O. Box 869 Southold, NY 11971 Re: Proposed Site Plan for Traveler Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 Dear Mr. Feuerstein: I am writing as a follow-up to the Work Session held on August 23, 2021 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; 2. Obtain a letter of water availability from the Suffolk County Water Authority (SCWA) and provide a copy to this department; 3. Obtain a Certificate of Appropriateness from the Historic Preservation Commission as required by the Notice of Disapproval, and provide a copy to this department; 4. Provide a narrative regarding the proposed plan for site management; 5. Please provide the items listed below on a minimum of eight (8) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Traveler Street Affordable Housing Page 12 August 27, 2021 Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. a. Provide the location and dimensions of the front porch and rear porch/deck access stairways on the site plan for the three (3) proposed apartment buildings; b. For the three (3) proposed apartment buildings, provide verification (details and notations) of water supply /fire protection capable of providing the greater of the following: i. 2,750 GPM for 2 hours; or, ii. The demand of an automatic fire sprinkler system plus hose stream allowance. c. Provide water usage numbers at gallons per day (gpd) and any proposed irrigation at gallons per minute (gpm); d. Provide the overall proposed Landscape Coverage (%) for the parcel; e. Provide a 5' wide sidewalk along the frontage of Traveler Street. Please contact the Town Engineer at (631) 765-1560 or this office, if you have questions regarding the sidewalk, dimensions and the Town ROW; f. Provide the location of a dumpster enclosure; g. Provide the location, dimensions and rendering of any proposed exterior signage pursuant to §280-80; h. Provide bike racks on site where practicable, including areas protected from the elements; i, Clearly label all proposed surface types on site; Relocate the proposed E-1 and E-2 storm water leaching galley systems to the front of Building #1 in the effort to reduce the area of disturbance and potentially retain existing growth on site; k. Provide the following items pursuant to Town Code Chapter 236 for Storm Water Management: i. Sheet C-2 shows the locations of two test holes but no details. Please include the detailed information about each test hole on the plan. Traveler Street Affordable Housing Page 13 August 27, 2021 ii. The drainage calculations state that 10' diameter leaching pools will be utilized but the numbers used are for 8' diameter leaching pools. Please reconcile this discrepancy. iii. Please recalculate runoff from the project utilizing 0.2 as the runoff coefficient for landscaped areas. iv. Drainage Areas C & D are comprised of deep leaching pools with open grates. These drainage structures will be prone to failure and difficult to maintain. These drainage systems must be revised so that each one is comprised of at least three leaching pools piped together with an equivalent total capacity. v. The Site Plan must show the details for the proposed drainage structures and the piping that connects them to the new buildings and to each other. vi. I recommend that all leaching structures without open grates be provided with solid cast iron clean out covers to grade to facilitate future maintenance. vii. The Site Plan must show details for all proposed concrete and asphalt pavements. viii. Please note that all recycled concrete aggregate (RCA) utilized in the construction of the site must be New York State Department of Transportation (NYSDOT) Specification RCA. ix. The Site Plan must show the details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. x. The Site Plan must show the location of and details for the concrete washout and soil stockpile areas. I. Pursuant to Town Code §280-95 A&B: i. Provide a minimum 4' wide perimeter landscaped area between the sidewalk connecting Buildings # 2 & 3 and the property line, with a shade tree approximately every 40'; ii. Provide at least 280sf of interior parking landscaping (146.7sf provided). Traveler Street Affordable Housing Page 14 August 27, 2021 Each landscaped area shall contain a minimum of 100 square feet, shall have a minimum dimension of at least eight feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper. iii. Incorporate at least three (3) shade trees within the parking area for the proposed apartment buildings; Please utilize the Planning Board's recommended native plantings list or contact this office with any questions. m. List the following Best Management Practices (BMP's) on the Landscape Plan to further protect ground and surface waters: i. The use of native, drought-tolerant plants is required in all landscaping, ii. Only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture are permitted; iii. A maximum of 1 lb. of nitrogen per 1000 square feet in any one application is required, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; iv. The application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st is prohibited; v. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. n. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: i. Provide fixture specifications and details for all exterior light fixtures, including mounting height; ii. Foot candle (fc) values shall be less than 5.Ofc on site. Traveler Street Affordable Housing Page 15 August 27, 2021 There are multiple locations on the photometric plan where this maximum is exceeded. Exterior lighting should be provided at the minimum necessary and motion sensors should be utilized for security lighting (if proposed); iii. Provide an informational table on the photometric plan that_pLovi(tes all fixture details including: quantity, height proposed, color temperature (<_ 2700K), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 28,000 lumens (1.12ac X 25,000 lumens per acre); iv. Include specifications and details for sign light fixtures (if proposed) for any signage; v. If security lighting is needed, use motion-sensors during off-hours and identify these fixtures on the photometric plan. If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, Brian Cummings Planner �.artl Cd Town_ Plan nungJro m _.n — u mt �. 2021 — eard Work Session A. Project Name: Travelers Street Affordable SCTM#a 1000-61-1-9.1 . Housing Location: 53315 NYS Route 25, Southold Description: This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD), Status: Pending Action: Referral Review Attachments. Staff Report Project Name: Premium Wine Group Amended 3 SCTM#: 1000-121-6-1 Location: 35 Cox Neck Road, Mattituck Description: This amended site plan is for the construction of a 1,860 sq. ft. building for office and storage to will connect two existing buildings on site; and, the construction of a 4,402 sq. ft. detached accessory storage building with loading dock and the construction of twelve land banked parking stalls where there exists two buildings totaling 20,585 sq. ft. on a 3.563- acre parcel in the LB Zone. Status: Pending Action: Referral Review Attachments; Staff Report Project Name. Purita Winery SCTM#: 1000-51-3-4.3 Location: 19110 Soundview Avenue, on the n/s/o Old North Road, approximately 286 ft. w/o County Road) tl8, Southold Description: This Site Plan is for the alteration and expansion of existing buildings into a new winery totaling 6,304 sq. ft, which includes 267 sq. ft_ of office, 347 sq. ft, of retail, 3,249 sq. ft. of tasting room, 671 sq, ft, of storage area, 1,770 sq. ft. of production area and stone terrace with 2 parking spaces on a 3,74 1-acre parcel in the A-C Zone.. Status: Approved Action: Review Approval Extension Request Attachments" Staff Report Discussion: Site Plan Use Determinations (SPUD) o Lenz Winery Restroom, 38355 Main Road, Peconic, SCTM#1000-85-2-17.1 ZBA Request for Comments: Rizos Paliouras, 65795 CR 48, Southold, SCTM#1000-40-2-6.4 DUE Oct. 28, 2021 ❖ Town Board Request for Comments: A Local Law in Relation to the Zoning Map by changing (revoking and reverting) the Zoning District designation of SCTM#1000-12-1-1.2 (property known as the Battery Barlow) from Affordable Housing District AHD to Residential Low-Density District on Town Board own motion. DUE Sept.. 18, 2021 Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date August 23, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Traveler Street Affordable Housing Applicant: HC NOFO, LLC Date of Submission: January 28th and March 1, 2021 Tax Map Number: 61.-1-9.1 Project Location: 53315 Main Road Route 25 Hamlet: Southold Zoning District: AHD- Affordable Housing District Il. Description of Project Type of Site Plan: Residential Acreage of Project Site.- 1.12 acres # of residential units 14 This site plan application is for the proposed interior conversion of an existing 2 — story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at no more than 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). The property is located at 53315 NYS Route 25, Southold. SCTM#1000-61-1-9.1 Site Plan Table of Contents: C-1 — Dimensional Site Plan C-2 — Grading & Drainage Plan C-3 — Lighting Plan C-4 — Landscape Plan III: Review: The purpose of the Affordable Housing AHD District is to provide the opportunity within certain areas of the Town for the development of high-density housing for families of moderate income; and further, to do so with sensitivity to the historic and aesthetic character of the Town's existing neighborhoods. Towards that end, the Planning Board shall have the authority to amend certain setback and other specifications in order to ensure cost efficiencies and design that furthers the Town's goals of providing quality workforce housing. Homes located within the Affordable Housing District are intended to be affordable in perpetuity. Applicability: AHD Districts shall be established by the Town Board on parcels of land that have been identified through the accepted principles of Smart Growth planning as being appropriate and desirable locations for affordable housing. Such locations include, but are not limited to: land within Hamlet Locus Zones, as may be determined by the Town Board; land within walking distance of services, shops, schools, and public transportation; land that adjoins existing centers of business and residential development (as opposed to land adjoining farm and open fields); and other locations where the project has been shown to meet a demonstrable need. AHD Districts shall be designated by Town Board resolution; IV: Analysis A. Existing: 1. 1.12 acre (48,707 sq. ft.) parcel with an existing 1,979sf 2 — story dwelling; 2. Surrounding land: i. East: Post Office and driveway access to Feather Hill shopping center; ii, North: LIRR tracks and storage facility further to the North; iii. West: Town hall iv. South: Mixed use parcel (AKA Nicolettes for the Home approved site plan) B. Proposed: 1 . Renovate existing dwelling to include two, 2 — bedroom apartments at 813sf (15t floor) and 820sf (2nd floor); i. Maintain existing 12' wide driveway and formalize rear parking area for four (4) parking stalls including 1 ADA; ii. Proposed Hydro-Action AN-5500 I/A OWTS 2. Construct three (3) buildings with Street at 28.5' x 64' (3,640 gfa) each • Twelve (12) units @ 813sf ea., each are 2 - bedroom units (see elevations received June 28, 2021) a Hydro-Action AN-1100 1/A OWTS 3. Area of disturbance = 41,590 sq. ft. (0.955 acres) o Lot coverage = 26.5% o Landscape coverage = total for the entire site is unknown A 6,766 sf area (13.9%) is proposed to remain undisturbed and vegetated areas are proposed that don't appear to be included, C. Bulk Schedule/Code Requirements: §280-24 - Affordable Housing District (AHD) 1. Notice of Disapproval notes: i. Insufficient front and side yard setbacks for the existing dwelling .. w) ......... see..........�e..lo.-...._.___ Code Min Proposed Front 35 29.4' Side ..... .. .��.........._�. — ._....... ..... 5' 2.8' Side (comb) 25' 14.8' ii. Certification [of Appropriateness] from Historic Preservation Commission required 2. Pursuant to §280-28(C) of Town Code, the Planning Board has the "Authority to amend requirements and specifications." (1) The Planning Board shall have the authority to reduce or amend yard setback requirements, lot dimension requirements, parking requirements, and highway specifications. In making this decision, the Planning Board shall take into consideration the benefit to the applicant, as weighed against the detriment to the health, safety and welfare of the neighborhood or community. In making such determination, the Planning Board shall also consider: (a) Whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby properties will be created by the granting of the amendments; (b) Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than the sought variance; (c) Whether the variance is substantial; (d) Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district, and (e) Whether the alleged difficulty was self-created, which shall be relevant to the decision but shall not necessarily preclude the proposed amendment or variance. (2) This provision supersedes and amends New York State Town Law §§ 267, 267-a, 267-b and 267-c insofar as these sections give such authority to the Zoning Board of Appeals. Any amendment to highway specifications shall meet with the approval of the Highway Superintendent. D. Parking Required: Two (2) bedroom units = 14 @ 2 stalls per = 28 TOTAL stalls required = 28 TOTAL stalls provided = 28 (including 4 ADA) E. Wastewater Management:ement: The site plan references three (3) Hydro-Action 1100-AN I/A OWTS for the proposed apartment buildings and a Hydro-Action 5500-AN I/A OWTS for the existing structure to be renovated; F. Storm water. six (6) drainage areas proposed to capture run-off for all impervious surfaces; G. Asphalt: 15,237 sf (31.3%) of paving including walks H. Access: 24' wide access off of Traveler Street I. Application procedure for the AHD. The procedure for approval of any future development in a proposed AHD District shall involve a three-stage review process as follows: (1) Approval by the Town Board of a preliminary development concept plan. Staff: Town Board granted a change of zone from HB to AHD and sanitary flow credits for this specific proposal. October 22, 2020 for Reso #2020-605 (2) Approval of the final, detailed subdivision plat or site plan by the Planning Board. In an AHD zone, § 280-137A(5) is inapplicable, and the allowable density of MIFDUs shall be determined by the following yield calculation: (a) Buildable land (square feet) divided by the minimum land area per dwelling unit = number of MIFDUs. 48,707sf/ 3,479 sf/unit = 14 Units (3) The zoning classification by the Town Board of a specific parcel or parcels of land for development in accordance with that plan.* *NOTE: The Town shall, in all instances, process Subsection B(2) and (3) above concurrently so as to enable the municipality to utilize a single SEQRA process and conduct a coordinated review of the entire application. Staff: important to note that the Town Board, acting as Lead Agency, and with the support of Assistant Town Planning Director Mark Terry, completed a Negative Declaration for this Type I action and therefore the Planning Board does not need to complete a SEQRA review; Applicable Town Code §280-30 General regulations and requirements. A. The Town Board shall require the recording of covenants and restrictions that shall apply to all real property within the AHD District. The covenants and restrictions shall contain terms and conditions as the Town Board and Planning Board deem necessary to insure the property is used for purposes consistent with the purposes for which the AHD zoning classification was created, and they shall be subject to the approval of the Town Attorney. The covenants and restrictions shall include, but not be limited to the following: (1) An owner of an improved or unimproved parcel of property within the AHD District shall, at least 30 days prior to entering into an agreement or contract to convey the parcel, provide a copy of the proposed contract to the Town Clerk with a written notice of the owner's intent to enter into the contract. The Town Clerk shall forward a copy of the owner's notice of intent and the proposed contract to the Town Board and Government Liaison Officer. Within 20 days of receipt of the owner's notice of intention, the Town shall notify the owner in writing as to whether or not the terms of the sale comply with the provisions of this chapter relating to the resale of AHD parcels. (2) That an improved or unimproved parcel of property within the AHD District shall not be conveyed without written approval of the Southold Town Board. (3) The leasing of an improved or unimproved parcel of property or portion thereof shall be by written lease. (4) An owner of an improved or unimproved parcel of property within the AHD District shall, at least 14 days prior to entering into a lease with regard to said parcel, provide a copy of the proposed lease to the Town Clerk with a written notice of the owner's intent to enter into the lease. The Town Clerk shall forward a copy of the owner's notice of intent and the proposed lease to the Town Board and to the Government Liaison Officer. Within seven days of receipt of the owner's notice of intention, the Town shall notify the owner in writing as to whether or not the terms of the lease comply with the provisions of this chapter relating to the leasing of AHD parcels. (5) (An owner of an improved or unimproved parcel of property within the AHD District shall not lease the property without obtaining the written approval from the Town of Southold. B. Provision for moderate-income family dwelling units and unimproved lots. (1) On land within an AHD District each dwelling unit and/or unimproved lot located therein shall be reserved for sale or lease to moderate- income families registered with the Town of Southold Housing Registry. At least 50% of available homes shall be offered for sale or lease to eligible applicants whose income does not exceed 80% of the HUD median income for the County of Suffolk. C. Eligibility (non-age-restricted). In each AHD, the sale or lease of dwelling units and unimproved lots shall be reserved for moderate-income families who do not have any ownership interest in any other residence or vacant lot. The net worth of an applicant (individual or family) shall not exceed 25% of the purchase price of a home sold pursuant to this section. The eligible applicants shall be placed in a lottery system, administered by the Government Liaison Officer. There shall be a priority for qualified active members in good standing with a minimum of three years of service as volunteers in an agency providing firematic protection, emergency medical or ambulance services in the Town of Southold in a formula acceptable to the Town Board. F. The pricing structure for rental properties must not exceed the rent limits as established by the Suffolk County Affordable Housing Opportunities Program. The Town Board may, at its discretion, impose restrictions regarding rentals. G. The regulations and general provisions of this chapter may be varied at the discretion of the Town Board based on the requirements of subsidy sources of a specific development. H. If more than one MIFDU exists on a single lot, the dwelling units must either all be owner-occupied or tenant-occupied units. § 280-32.1 Maintenance and upkeep. A. A dwelling unit and premises created in the AHD Zoning District after January 1, 2006, shall be maintained in accordance with the provisions of the Property Maintenance Code of New York State. B. Failure to comply with this section shall be a violation punishable by a fine of not less than $250 and not more than $1,000.. § 280-33 Penalties for offenses. Any violation of any provision of this article shall be punishable in the following manner: A. First offense: by a fine of not less than $1,000 nor more than $5,000. B. Second offense and for any offense thereafter.- by a fine of not less than $5,000 and not more than $10,000 for each offense. C. Any offense under this article may be punishable by revocation of an existing certificate of occupancy. D. Any individual who has violated covenants and resolutions imposed pursuant to this article shall be prohibited from further participation in ownership opportunities and benefits within an approved AHD District,. J. Public Hearing The public hearing on the site plan application was held and closed on April 5, 2021 with minimal comment and general support. Attention was given to ensuring the proposed project is consistent with the historical nature of Southold Hamlet; K. Referrals (summaries of comments received. Full reports available in the file) Office of the Engineer: Southold Affordable Housing Project prepared by John J. Condon, P.E., dated January 21, 2021. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. Sheet C-2 shows the locations of two test holes but no details. Please include the detailed information about each test hole on the plan. 2. The drainage calculations state that 10' diameter leaching pools will be utilized but the numbers used are for 8' diameter leaching pools. Please reconcile this discrepancy. 3. Please recalculate runoff from the project utilizing 0.2 as the runoff coefficient for landscaped areas. 4. Drainage Areas C & D are comprised of deep leaching pools with open grates. These drainage structures will be prone to failure and difficult to maintain. These drainage systems must be revised so that each one is comprised of at least three leaching pools piped together with an equivalent total capacity. 5. The Site Plan must show the details for the proposed drainage structures and the piping that connects them to the new buildings and to each other. 6. 1 recommend that all leaching structures without open grates be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 7. The Site Plan must show details for all proposed concrete and asphalt pavements. 8. Please note that all recycled concrete aggregate (RCA) utilized in the construction of the site must be New York State Department of Transportation (NYSDOT) Specification RCA. 9. The Site Plan must show the details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. 10.The Site Plan must show the location of and details for the concrete washout and soil stockpile areas. Fire Marshall Water supply /fire protection required for the three (3) new buildings capable of providing the greater of the following: • 2,750 GPM for 2 hours; or, The demand of an automatic fire sprinkler system plus hose stream allowance.- Suffolk County Planning Commission SCPC Matter for local determination; Southold Fire District: Adequate fire protection for the property; Architectural Review Committee ARC The Committee reviewed the proposed project plans and provided recommendations as addressed and included by the Board; LWRP CONSISTENT with the LWRP provided the Planning Board considers and requires the following recommendations to further the below listed policies to the greatest extent practicable: 1. The NYS State Historic Preservation Office was coordinated with regarding the proposed Type I action: a. We note that the proposed interior and exterior renovation of The Bender House should follow the Secretary of the Interiors Standards for Historic Preservation, and retain as much of the building's historic fabric, finished and character as possible. Please see the National Park Service's Preservation Brief No. 18: Rehabilitation Interiors in historic Buildings — Identifying Character-defining Elements b. The three buildings proposed for construction should be design to be compatible with the historic character of the Southold Historic District. The new buildings should be compatible with massing, sixe, scale, and materials of the surrounding historic buildings. Please see the National Park Services Preservation Brief No. 14: New Exterior Additions to Historic Buildings: Preservation Concerns 2. Large trees and existing hedge vegetation should be identified and retained in the design to the greatest extent practicable. 3. Suffolk County has developed and is implementing a plan to reduce the impacts of fertilizer on ground and surface water. The Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 t 25 percent, regardless of lot size and landscaped area. The following best management practices will be required to further policies 5.4 and 5.5 and protect ground and surface waters: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 St and April 1 st. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Suffolk County Water Authority SCWA Letter of water availability has yet to be obtained for this project; L. Landscaping: As proposed, the landscape plan appears to indicate that the property will be entirely cleared except for a small area ("to remain undisturbed") along Traveler Street. This area represents 13.9% of the lot area. Sheet C4 Landscape plea depicts deciduous shade trees, evergreens and seeding/lawn area without specific details including: species, quantity, planting height and spacing on center. A revised landscape plan should be provided with all planting details (including any existing vegetation to be maintained — to be further discussed later in report) As the Board reviews the following Code sections, consideration should be made for planting buffers (new and/or mixed with existing trees and shrubs) that provide screening for future residents between the buildings and adjacent commercial properties. In particular, the Feather Hill access driveway and post office parking lot and the Town's driveway and parking lot are very busy with traffic, and are within 15 feet of the buildings. The purpose of the buffers is to provide noise and visual screening for the future residents. . Code requirements: 1. §280-98 Front Landscaped Area: A front landscaped area shall be required for all uses in all zoning districts. The required landscaped area shall be covered with grass or other ground cover and shall include appropriate trees and shrubs. As a minimum, in all nonresidential districts and in the Hamlet Density Residential and R-40 Low-Density Residential Districts, one shade tree having a caliper of two inches shall be planted within the front landscaped area for each 40 feet or fraction thereof of lot frontage. Staff: 103' of frontage along Traveler Street= 2.5 or 3 street trees required (none specified; retaining certain existing trees may be sufficient) 2. §280-95 A & B Interior parkin_q landsca in A. All uses required to provide 20 or more off-street parking spaces shall have at least 10 square feet of interior landscaping within the paved portion of the parking area for each parking space and at least one tree with a two-inch caliper for every 10 parking spaces or fraction thereof. Each separate landscaped area shall contain a minimum of 100 square feet, shall have a minimum dimension of at least eight feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper. B. A landscaped area shall be provided along the perimeter of any parking area except that portion of the parking area which provides access to a street or parking facility on an adjacent lot. Accessways to adjacent lots shall not exceed 24 feet in width and shall not exceed two in number for each purpose. The landscaped area shall have a minimum dimension of four feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper for every 40 feet along the perimeter of the parking area. In cases where the parking area adjoins a public sidewalk, the required landscaped area shall be extended to the edge of the sidewalk. Staff: • 10sf of interior parking landscaping required for every stall is not provided. Total Required: 280 sf Total Provided: 146.7 sf An additional 133.3 sf of interior parking landscaping is required • There is an area where the 4' wide landscaped area is not provided because theproposed sidewalk connecting buildings #2 & 3 runs directly along the property line; • Parking area perimeter trees are not provided 1 tree per 10 parking stalls required (28 parking stalls/10 parking stall per tree= 2.8 or 3 shade trees incorporated into the apartment parking area) Compliance requirements: • Provide dimensions/area on the plan for all interior parking lot landscaping to meet requirements; Incorporate the required amount of landscaped areas within the paved parking areas (identify the landscape areas that are being counted towards this requirement and their areas and dimensions) to meet the requirement; M. Exterior Lighting ursuant to Southold Town Code §172 Ten (10) fixtures proposed 1. (1) pole light @ height unspecified; 2. (4) pole lights @ height unspecified; 3. (2) wall pack fixtures @ height unspecified; 4. (3 )recessed entryway fixtures @ height unspecified, Staff: the photometric plan provided in the site plan packet shows where proposed fixtures are located with foot candle values, but fixture specifications and details are required in order to verify if the fixtures are compliant with §172; (such as color temperature, fixture design) The following items on the photometric plan do not meet the code: - Numerous foot candle values on the photometric plan are shown as greater than 5.Ofc - No fixture specifications provided: cannot be verify color temperature - Height unknown Total lumens have been provided and are compliant: Total Lumens permitted in commercial zone is 25,000 / acre: Lumens Maximum Permitted: 28,000 lumens (1.12ac X 25,000 lumens per acre) Lumens Proposed = 26,621 N. Staff Analysis: 1. This application is subject to the process and requirements listed within the AHD Code as specified above; i. Covenants will need to be drafted by Planning staff and reviewed by the Planning Board and Town Attorney to ensure compliance with the Town Code and any Planning Board requirements. 2. The following variances from the Town Code can be granted by the Planning Board Code Min Proposed Front 35' 29 4' _ ........ _ ........ --- Side 15' [ 2.8' Side (comb) 25' 14.8' Front, Side, and combined side yard setbacks are insufficient. If acceptable to the Board, these setbacks can be formally granted as resolutions in a potential final approval resolution 3. Suffolk County Department of Health Services (SCDHS) approval is required 4. Existina dwellir�r a. The existing dwelling to be renovated must receive a Certificate of Appropriateness since it is a listed structure. b. The applicant is required to update and finalize the application with the HPC; c. Require Asphalt paving in front dwelling. The site plan notes "proposed asphalt parking area" where there also exists "RCA" notations on the driveway surface. Asphalt is preferred for future maintenance and also for ADA accessibility; 5. Water line: The proposed water utility to supply the three apartment buildings is shown on sheet C-2 to run from NYS RT 25, a distance of approximately 200' (see site plan); Is there an alternate option for water access that would benefit the applicant and minimize site disturbance and save more existing trees? The water utility map shows a water line running up to the USPS on Traveler St.; 6. Proposed Apartment Buildings mITmIT a. It should be clarified by the applicant if the 64' x 28.5' footprint depicted on the site plan of the three (3) proposed apartment buildings includes the front porch and rear porch/deck with access stairway. (1) The footprint as shown on the site plan is 15' from the property line to the driveway access of Feather Hill commons; an area where the Board should strongly consider utilizing existing plantings on site if feasible and/or require screening plantings/berm to mitigate exposure; (2) Retain and preserve existing trees and vegetation; or consider year round screening alternatives including plantings, hedgerow, earthen berms, etc.; (3) Further, it should be considered if the two (2) proposed "storm water leaching galleys" (E-1 and E-2 for rear of building #1) shown on Sheet C-2 could be relocated to a minimize the area of disturbance and save more of the existing trees. b. There is an existing encroachment of the Town's driveway of approximately 15' in the West corner or the subject parcel. The site plan proposes to relocate the existing stop sign to the property line and provide landscaping/lawn. The Board may want to consider formally addressing this encroachment, and remediation, with the Town Board and/or DPW. c. In order to increase the amount of interior parking landscaping, consider eliminating striped/hatched paving areas (there appear to be two) that are not being used for parking stalls or driveway access, and provide for landscaped islands. d. At the sidewalk area between Building #2 & 3, there is zero separation distance from the property line. The Town Code requires a minimum of 4' landscaping between the property line and any pavement. In locations where sidewalks run along the front property line there is typically at least a landscape strip. e. Traveler Street sidewalk: consideration should be made to expand the pedestrian accessibility and safety to and from this site to Traveler Street by the inclusion of a sidewalk along Traveler Street. An additional safety measure, which could be addressed by the Town Board and Highway Superintendent, would be to add lined parking spaces along this new sidewalk to better organize the very busy traffic and parking that occurs in this area for the post office. A site visit is recommended in collaboration with the Highway Superintendent, Town Engineer, DPW and Planning Board to review the Town driveway encroachment, sidewalk and striped on-street parking possibilities. f. Waste Management: Provide the location of a dumpster enclosure on the site plan; or, the applicant should provide waste management plan; g. The proposed apartment plans show areas for "unfinished cellars" — the applicant should clarify why these are proposed and how they will be used. h. Clarify where extra storage space, if any, will be provided to tenants.. i. Site management: it should be defined by the applicant how the site will be maintained and managed into the future. Submit a narrative to this effect. 7. 0- 131(K) Guarani ,of Performance. (1) Public improvements. A guaranty of performance may be required for all public improvements as part of the conditions of approval. If a guaranty of performance is required, the provisions of Article IX, Bonds and Other Security,[2]shall apply. (2) Other on-site improvements, including, but not limited to, securing the property, buffers, landscaping and/or screening. A guaranty of performance may be required in an amount to be determined by the Planning Board for the estimated value of on-site improvements as part of the conditions of approval under the following circumstances: Staff: Some level of performance bond is required and should include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. 8. Bike racks. The Town is striving to reduce traffic through many different approaches. Alternative transportation such as biking is part of the solution. Providing bike racks will encourage residents to use bicycles. A place to store bikes out of bad weather would also be recommended. 9. Construction of all buildings shall comply with New York State Energy Conservation Construction Code, which requires the use of the following energy efficient products in all new construction: c. Kitchen appliances; d. Bath fixtures; e. Window and doors; f. Boilers; g. Air conditioning. h. The Lighting Plan will comply with the provisions set forth in Chapter 172 of the Town Code. V: Planning Board items to consider 1. Accept the recommendations of the LWRP and Town Engineer as detailed above; 2. In the effort to get a better understanding of existing trees that might be retained for buffers and other required plantings, as well as how the site will integrate with the public street and neighboring properties, consider requiring the applicant to stake certain integral points on site including, but not limited to: curb cut location to Traveler Street, corners of the three (3) proposed apartment buildings and nearest property line corners for reference to existing infrastructure, trees and vegetation. If required, coordinate a site visit once these items are completed. Subject: FW:Traveler St Affordable - comments on square rooms Attachments: ARC-Aff Hsg Dev 6-25-21 jpg . m 1, 2 60 2 1 From: Elizabeth Thompson [mailto:et@elizabeththompsonarchitect.com] L.. �a:u!V:I°�u�:�: l�.� e�� Sent: Monday,July 12, 2021 11:01 AM Nanning IBoa ir(J To: Lanza, Heather<heather.lanza@town.southo Id.ny.us> Subject: RE:Traveler St Affordable -comments on square rooms Hi Heather, The detailed changes we propose to the floor plans for this project (reference partial typ floor plan 6/25/21) improve the health and quality of life for prospective residents. None of these changes impact the pre-fabricated construction methods proposed for this development. I welcome any follow up questions. ET -Increased windows, size &quantity to improve light and ventilation...cost increase -Consolidation of plumbing areas for efficiency of construction & maintenance...cost decrease -Through better design, enlarged living areas, more efficient bedrooms and increased closet/storage space for better marketability, liveability and lower turnover...no cost effect From: Lanza, Heather y Sent: Friday, June 25, 2021 8:45 AM To: Palmeri, Allison -- � "'� Subject: FW: Southold AHD Project m Attachments: 53315 Plans.pdf IU vela Incoming Mail. Email and attachment. From:Todd Feuerstein [ aflto tut cldA ho calo.com] Sent: Wednesday,June 23, 2021 11:25 AM mm� >• Noncarrow, Denis<denisr � ch�slltpwrnr� oy>; Cummings, To:Terry, Mark<Ir�ui��r-l�.teo°ryrn�� t�owfli sorithold.rry.us� , Brian A. <briwan cumminRs(c�)towwii..southold.ny.us>; Lanza, Heather<I eatl'ler l.atiza@town.sotuthold.riy.ias> Subject: RE: Southold AHD Project Attached are updated plans that reflect the ARC comments. These changes result in a cost increase of approximately $75,000. Regards, Todd Feerstein Horatio Capital LLC PO Box 869 Southold, NY 11971 (646) 237-4183 office (917) 482-4439 mobile tod.dic horc.ap.com On May 12, 2021 9:30 AM -0400, Lanza Heather w,sr.i : . u d�t��itlt..6e.1 �p�„µ wrote: Hi 1 odd, We really appreciate you keeping an open inind on this. That's a good idea, bu-t C bcl.ievc that creates a zoning p.rohlein because rio%-- the front I:ouse unir is 850 sq. ft. oi- more. That would require more land area than �ou. have because when a unit is 850 scl. ft. or n-iorc., it tlxen requ..ires 10,000 sq. ft. pc:r unit. (see 'Yotic-n C°odc: _ 80-28 _L. l w ,.. „a� 12 units x 3,300 sq.ft. of land area required 39,600 sq. ft. required 1 unit at 10,000 sq. ft. of land area required = 10,000 sq. ft. required Total required land area = 49,600 sq. ft. I F I otal land area of the parcel = 48,707 sq. ft. This could potentially be remedied by going to the Zoning Board. to try fora va.r.iance but that would take at least four months from when you applied Andthere is no guarantee of an approval from them. Also, after all you went through with I lealth Dept,losing a unit that is desperately needed doesn't seem like the best option. Would it be possible for you to provide a list of costs to help everyone understand the impact to the budget for this project?Would having a list of those costs be a good way to re-approach the.ARC?That may help everyone weigh the costs and benefits. And we would be interested to know the costs;perhaps the Town could help offset some of that cost, depending on what ultimately the Planning Board ends up requiring. J I historic 11 We contacted the Historic Preservation Commission for clarification on what the` consider h'sto 'c details on the existing house (to address item ') on their list). We will let you know if we hear back. Regards, Heather 2 From: Todd Feuerstein [ram is hg' pLld Sent:Tuesday, May 11, 20215:47 PM To: Lanza, Heather<hgatherlad 7 i�tcLwn.squthnz d,nYAJs>;Terry, Mark<!,"nark.terry ff owri.southoW.n i,,s>; y Noncarrow, Denis<der Cummings, Brian A. <brianx-1,1i'm IJ s � WWII�SOLIU'101d,,�j > g _y Subject:Southold AHD Project Thank you for taking the time to meet yesterday. I am working on the feasibility of addressing the ARC's comments, but had an idea of how we could offset some of the additional costs and wanted to run it by you to see if it is possible. My idea is to keep the existing house as a single rental unit, rather than converting it to 2 units. So rather than having 14 2-bedroom units as proposed, we would have 12 2-bedroom units on Traveler St. and one 4-bedroom unit on Main Rd. All units would still be tenant-occupied MIFDU. I would still plan to address the HPC comments and complete an exterior renovation of the existing building, but this would free up some money in the budget to at least partially cover the added costs. Please let me know if this is worth pursuing. Regards, Todd Feuerstein Horatio Capital LLC PO Box 869 Southold,NY 11971 (646) 237-4183 office (917) 482-4439 mobile ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected ernalls. E �J Historic Preservation Commission Work Session and Regular Meeting (Via ZOOM Webinar) Thursday April 15, 2021 3:00 PM Work Session: 3:00 pin Pre submission Conferences: I. Umana_@ 51750 Main Road, Southold,NY. SCTM# 1000-63.-6-4 Proposed installation of roof-mounted solar panels. • Commissioners determined that the solar panels can be seen from a public street. Appli- cant suggested it could be designed with an even number of panels to create a uniform appearance. • A site visit was recommended. • Public hearing will be on May 20, 2021. 2. 220 Navy Street Trust @ 220 Navy Street, Orient,NY, represented by Peter Marren. SCTM# 1000-26.4-25 • Discussion of a possible demo/new build in the Orient Historic District to a non-contributing property. • Since the property is not a landmarked home the commissioners appreciated being informed about the proiect and would be interested in future updates. l ef,,jd r Meetinp Called to Order: 4:00 pm Attendees: Chairperson Ostroski, Vice Chairperson Surchin, Commissioner McCarthy, Commissioner Santana, and Commissioner Wexler. Also present: Town Attorney John Burke and Administrative Assistant Tracey Dwyer Quorum present: Pledge of Allegiance: Approval of Minutes: Motion to approve March 10, 2021 meeting minutes as corrected, by, Commissioner Surchin, 21" by, Commissioner McCarthy, AYES: Ostroski, Surchin, McCarthy, and Santana. Abstained: Commissioner Wexler. Motion approved. Motion to approve March 25, 2021 work session minutes, by, Commissioner McCarthy, 2"v by, Commissioner Surchin, AYES: Ostroski, Surchin, McCarthy, and Santana. Abstained: Commissioner Wexler. Motion approved. Budget/YTD Expense Report: • Routine expenses • A printout of the updated budget was be distributed to all commissioners prior to meeting. Chairman's Comments: • Chairman gave an introduction and welcome to the newly appointed Historic Preservation Commissioner Allan Wexler. Public Hearings. 4:05 pm Harris, represented by Architect Frank Uellendalhl. Proposed additions and alterations to an existing single-family dwelling @ 330 Village Lane, Orient,NY, SCTW 1000-25.-1-8.2 • Scope of work included a 90 sq/ft addition to the existing single family as applied for. • Proposal was open to public comment. Motion to issue a Certificate of Appropriateness for the addition and alteration as applied for, by, Commissioner Surchin, 2"1 by, Commissioner Santana, AYES: Ostroski, Surchin, McCarthy, and Santana. Abstained: Commissioner Wexler. Motion approved. 4:20 pin: Judith Woodard, Proposal to replace two doors to the existing single-family dwelling @ 1945 Village Lane, Orient,NY. SCTM# 1000-25.-3-11 • Applicant proposed to replace two doors with white Anderson stone doors as applied for. • No public continents. Motion to issue a Certificate of Appropriateness for two doors as applied for, by, Commissioner Santana, 2"d by, Commissioner McCarthy, AYES: Ostroski, Surchin, McCarthy, and Santana. Abstained: Commissioner Wexler. Motion approved. Old Business: Bertault @ 95 Navy Street, Orient,NY, represented by Attorney Eric Bressler and Architect Gary O'Conner SCTM# 1000-26.-1-12.2 Resolve to withdraw appeal and approve the accepted amended drawings proposed as alterations and additions to the existing single-family dwelling as applied for under the recommendation of the Southold Town Legal Department. Motion to withdraw the previously issued denial of certificate of appropriateness in resolution #10.22.20.2 and approve the amended drawings of proposed additions and alterations to a single-family dwelling as applied for, by Commissioner McCarthy, 2`1 by, Connnissioner Santana, AYES: Ostroski. Surchin. McCarthy, and Santana. Abstained: Commissioner Wexler. Motion approved. 'Letter submitted by Eric Bressler dated March 12, 2021, resolution #10.22.20.2, and new proposed plans will be attached to these minutes as Addendum #1. New Business: 5:10 pm: Architectural Review Board joined meeting to discuss an affordable housing proposal, @ 53315 Travelers Street, Southold,NY, SCT # 1000-61.4-9.1. • Owner and developer Todd Feuerstein fielded several questions proposed by the Commissioners. • Elizabeth Thompson, Ron McGreevy, and Anne Surchin were present to represent the Architectural Review Board. • Brian Cummings was present to represent the Planning Board. • Both the Historic Preservation Commission and the Architectural Review Board agreed to each submit a collective list of recommendations to the Planning Board within two weeks of the meeting. Historic Preservation Commission Recommendations: l. Siding to be replaced with Hardy Board smooth siding. The width from a 6.25" plank changed to a 5"exposure. 2. All siding, no matter how many layers, must be removed to ensure that windows casings, facias, rake boards, and corner boards are proud (meaning they project in front) of the siding. 3. If historic details cannot be repaired,they should be replaced in kind with an HPC approved product. 4. Porch railings should be repaired as required. 5. The railing post on left side of porch steps should be replicated to match existing. 6. Porch step risers can be replaced with Azek or approved equal. 7. Open area under porch can be infilled with small lattice in frames to fit. 8. Roof shingle replacement to comply with requirements for the 130 MPH hurricane zone or use of a compliant metal roof. 9. Provide manufactures specifications and location of HVAC condensers. Architectural Review Board Recommendations. 1. Increase both the size and number of windows in new buildings to include two additional windows to the rear elevation of each unit. add 4-6 windows to the short elevations. and the addition of bathroom windows. 2. Provide confirmation of light, ventilation, and egress requirements. 3. Make the first-floor plan reflect the second-floor plan so that they are better aligned. 4. Provide private outdoor space by creating lower porches and upper balconies. 5. Incorporate a new desig'n to include a colonial fagade of the new building's to the street scape. 6. Remove"snap in grills" and shutters and add an appropriate trim to one-over-one double hung windows in new buildings. 7. Metal roof is the preferred option over a shingle roof. 8. Eliminate outdoor staircases from second floors and replace with a drop ladder or other option to increase security. 9. Landscape suggestions include using less grass, increasing the use of bushes, and increasing the number of planting beds. 10. Requesting specific landscape details to include species and caliber of plantings. 11. Suggestion of a passive drainage system and possible rain garden. 12. Use of gravel instead of asphalt where possible. Meetin djourned: 6:19 pm Next HPC Zoom work session and regular meeting scheduled for May 20, 2021 @ 3:00 pm. Elizabeth Thompson, Chairperson fF01 Town Hall Annex Ronald McGreevy 54375 Route 25 Reynolds duPont,Jr.,Fishers Island Liaison " PO Box 1179 Anne Surchin,Historic Preservation Southold,NY 11971 Commission Liaison Fax(631)765-6641 - Telephone: (631)765-1892 E . ,m E www.southoldtownny.gov Af'R 2 9 2021 Town of Southold Architectural Review Committee low i Minutes aunui�iug IBoard April 15, 2021 at S:OOP.M. Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Anne Surchin; Brian Cummings,Town Planner; Historic Preservation Commission Members attending via a Zoom based webinar were Mariella Ostroski, Chairperson; Anne Surchin,Vice Chair;Joseph McCarthy; Fabiola Santana; and Allan Wexler The minutes for the March 11, 2021 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 Site Plan Application: Travelers Street Affordable Housing SCTM#1000-61-1-9.1 This site plan application is for the proposed interior conversion of an existing two-story 1,979sq.ft. dwelling on Route 25 to include two (2) apartments at<850sq.ft. each; the construction of three (3) 3,640sq.ft.two-story buildings, each with four(4) 813sq.ft. apartments and unfinished basement, and twenty eight (28) parking stalls on 1.12 acres in the Affordable Housing District (AHD). Located: 53315 Main Road, Southold. Summary: The ARC understands that this project is in a strategic and visible location between the 2 most active public buildings in Southold Village. Also, it is part of the.Southold Historic District. A successful project in this location provides a unique opportunity to positively impact the pedestrian life of the Village. Both the ARC and the HPC have a unified expectation that there will be follow-up and/or with more detailed reviews after further project development. It is strongly recommended that the developer consult with an Architect and Landscape Architect to better address the above issues and that they meet with the Planning Staff. An excellent example of a successful affordable housing project in Southold Town is the recently completed Vineyard View Apartments, Route 48, Greenport.The ARC recommends the owner's review of this project. Drawings are available on the Town website and through the Planning Department. Overview of Site Plan: This site is between Town Hall and the Post Office, which are primary hubs of community activity.There is a great opportunity for this project to be thoughtful and responsive to these adjacent public spaces. It can reflect the particular character and dynamism of the landmark district. It can set an important culturally sensitive precedent that affordable housing is quality housing. It can be an environmentally conscious and promote healthy lifestyles.The ARC recommends the design involvement of a Landscape Architect to better address these issues. 1. The ARC would like to see a thoughtful site analysis showing how the landscape design would facilitate and encourage pedestrian circulation and informal gathering. 2. Plantings should be located and specified to provide variety of color and texture, screening, summer shade and breezes, as well as winter wind buffers. 3. The ARC recommends studying ways to increase access into and/or around the undisturbed wooded area, including spreading out the 3 new structures over the entire site and organizing them around north/south pedestrian circulation rather than parking lots. 4. Exterior AC condensers/heat pump locations should be identified and screened. Overview of Floor Plans& Elevations: Maximizing the flow of fresh air and daylight in habitable spaces has important health benefits.These health benefits not only improve the quality of life for residents but contribute to the public good by reducing health care costs.Therefore the quality of the interior spaces of affordable housing should take this into account. 1. The first floor plan (dwg. 3.0) has kitchens and baths widely separated for very inefficient plumbing runs. ARC suggests repeating second floor plan (dwg. 3.1) at first floor.This concentrates plumbing and mechanical runs for greater efficiency and cost savings.These savings may be invested in other important improvements. It also helps to solve some of the elevation problems with doors and windows out of alignment. 2. The total number of windows should be increased, with all corner rooms having cross ventilation. 3. The living room and bedroom walls on all front and rear elevations should have double windows on those walls in each room. 4. Window sills at living rooms and bedrooms should have sills set no higher than 30"above finish floor. 5. Casement windows are recommended in lieu of double hung windows, for greater energy efficiency and air flow. Divided lites or snap-in grilles are discouraged. Minimum window widths should be wide enough to qualify as egress windows. 6. All bathrooms on outside walls should have operable windows. If tubs remain on outside walls, then windows should be high awning windows. 7. Kitchen sinks should remain on outside walls as shown on second floor plan, always with a window above the sink. 8. Kitchen doors should have maximum glazing, with no divided lites. Private Exterior aces: This current pandemic has thrown into stark relief the importance and health value of private outdoor spaces. The ARC recommends that this project include private fenced-in outdoor spaces minimum 150sf accessible by kitchen doors at all first floor apartments, as well as balconies minimum 8'x12'accessible by kitchen doors at all second floor apartments. Overview of Materials and Details: The ARC recommends a more cohesive style and material selection. 1. Stone is suggested to be deleted at entry columns. 2. 5"wide exposure Hardi-plank smooth horizontal siding is recommended in lieu of the proposed 8"wide wood grain texture, color to be selected. 3. All windows should have exterior trim,color to be selected, and false decorative window shutters at front elevations should be deleted. 4. ARC recommends metal roofing in lieu of asphalt shingles for greater storm resiliency. 5. Roof pitches are recommended to be 7/12 or steeper, with overhangs at min. 1 foot. Addendum 1: Affordable Housing with a view to Public Health A large public health literature exists documenting the beneficial impact of green space views and access on human health. For example, it has been shown to be correlated with improved mental health, lower stress levels, reduced domestic violence, increased physical activity, lower rates of obesity, and reduced post-partum depression. References for Current Health Research: Green Space and Health Equity:A Systematic Review ion the Potential of Green Space to Reduce Health Disparities Alessandro Rigolon, Matthew H. E. M. Browning, Olivia McAnirlin, Hyunseo (Violet)Yoon Int J Environ Res Public Health. 2021 Mar; 18(5): 2563. Published online 2021 Mar 4. doi: 10.3390/ijerph18052563 Green S ace Attachment and Heaith:A Conry arat ve Stud in Twa Urban Neighborhoods, Yang Zhang,Terry van Dijk,Jianjun Tang, Agnes E.van den Berg Int J Environ Res Public Health. 2015 Nov; 12(11): 14342-14363. Published online 2015 Nov 12. doi: 10.3390/ijerph121114342 Mitigating Stress and Supportinp,Health in Deprived Urban Communities: The Importance of Green Space and the Social Environment Catharine Ward Thompson, Peter Aspinall,Jenny Roe, Lynette Robertson, David Miller Int J Environ Res Public Health. 2016 Apr; 13(4): 440. Published online 2016 Apr 22. doi: 10.3390/ijerph13040440 Urban Green Space and Its impact on Human Health Michelle C. Kondo,Jaime M. Fluehr,Thomas McKeon, Charles C. Branas Int J Environ Res Public Health. 2018 Mar; 15(3): 445. Published online 2018 Mar 3. doi: 10.3390/ijerph15030445 3 I Gusti NgunahEdiPutra Thomas Astell-Burt, Dylan P. Cliff, Stewart A.Vella, Eme Eseme John, Xiaoqi Feng Residential r longitudinal study of 3897 wgM�� XiaoqiFeng,Thomas Aste|l-@urt BMC Psychiatry. IO18; 18: 348. Published online 2O18 Oct 26. doi: 1O.11O6/s12888'O18'1926-1 A recommendation was made that the project beresubnnitted. Motion made and seconded. All Ayes. a ,y pppi., CE, . 1 ...... ,..... M i "'a��° Woioouuu,o n ...� alf IIVIII RIarinVlan :3o ard'.0 _.Le.. _... .... , — SOI..,ITI...°1 fIIIII' D IIIIIIIIIII IIIIfP: IllllI II ...I.IIIIII IIIII FIC), BOX 008 Sou, III Il on I^L°Y, 1 V 9 tl (61,H) I"0") 1305 April 14, 2021 Mr. Brian Cummings, Planner Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 Re: Site Plan for Travelers Street Affordable Housing Dear Brian: Please be advised that the Board of Fire Commissioners have reviewed the above-mentioned site plan and found that there is adequate fire protection for this property. 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 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 dp a SF U n �'"I;IIWtI lVl" vrtl9nosi "„ReIIGiG!m �, b 4,"„ OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings April 12, 2021 Southold Town Planning Department m �. �54375 Main Road Southold, New York 11971NED l Re: Travelers Street Affordable Housing y:R 1,j, 2021 SCTM #: 1000 — 061. — 01 — 9.1 Dear Mr. Cummings: Boar(l...._ . As per a request from your office, I have reviewed Sheets C-1 through C-4 of the Southold Affordable Housing Project prepared by John J. Condon, P.E., dated January 21, 2021. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. Sheet C-2 shows the locations of two test holes but no details. Please include the detailed information about each test hole on the plan. 2. The drainage calculations state that 10' diameter leaching pools will be utilized but the numbers used are for 8' diameter leaching pools. Please reconcile this discrepancy. 3. Please recalculate runoff from the project utilizing 0.2 as the runoff coefficient for landscaped areas. 4. Drainage Areas C & D are comprised of deep leaching pools with open grates. These drainage structures will be prone to failure and difficult to maintain. These drainage systems must be revised so that each one is comprised of at least three leaching pools piped together with an equivalent total capacity. 5. The Site Plan must show the details for the proposed drainage structures and the piping that connects them to the new buildings and to each other. 6. 1 recommend that all leaching structures without open grates be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 7. The Site Plan must show details for all proposed concrete and asphalt pavements. 8. Please note that all recycled concrete aggregate (RCA) utilized in the construction of the site must be New York State Department of Transportation (NYSDOT) Specification RCA. 9. The Site Plan must show the details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. 10.The Site Plan must show the location of and details for the concrete washout and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. 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.) Southold, NY l r1 Telephone: 631 765-1938 �f www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 6, 2021 Mr. Todd Feuerstein P.O. Box 869 Southold, NY 11971 Re: Hearing — Proposed Site Plan for Traveler Street Affordable Housing 53315 Main Road Route 25, Southold SCTM#1000-61.-1-9.1 Zoning: Affordable Housing District—AHD Dear Mr. Feuerstein: A Public Hearing was held by the Southold Town Planning Board on Monday, April 5, 2021 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman OFFICE LOCATION: "h � MAILING ADDRESS: Town Hall Annex �' k""� P.O. Box 1179 54375 State Route 25 � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) a Telephone: 631 765-1938 Southold, NY 11971 gyp„ LOCAL WATERFRONT REVTTALTZ.ATTON PROGRAM TOWN OF SOUTHOLD r�Pd �^ all I ma 1 M 1 Ib MEMORANDUM To: Donald Wilcenski, Chair - Members of the Planning Board From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date: April 2, 2021 Re: Local Waterfront Revitalization Coastal Consistency Review for Travelers Street Affordable Housing SCTM#1000-61-1-9.1 The proposed action involves a request to change the zone of a 3.82 acre parcel (SCTM#1000-9-10-10) from the Residential 40 (R-40)Zoning District to the Hamlet Density(HD)Zoning District for the purpose of developing 4 units of year-round, affordable housing. The proposal includes subdividing the parcel into 4 lots where lot 1 would equal 13,362 sq. ft., Lot 2 10,350 sq. ft., Lot 3 40,026 sq. ft. and Lot 4 102,788 sq. ft. 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 to change the parcel zoning from Residential-40 to Hamlet Density Zoning District is CONSISTENT with the LWRP, provided that the below recommendations are considered. 2.1 Maximize preservation and retention of historic resources. A. Preserve the historic character of the resource by protecting historic materials and features or by making repairs using appropriate methods. B. Provide for compatible use or reuse of the historic resource, while limiting and minimizing inappropriate alterations to the resource. 1 Paae 1 rp On December 8, 2020,the Town Planning Department, on behalf of the Lead Agency, coordinated this Type I action with the New York State Office of Parks Recreation and Historic Preservation(OPRHP)to solicit comments or concerns about the action. On January 6, 2021, Ms. Robyn Sedgwick,Historic Site Restoration Coordinator provided the following comments: 1. "We note that the proposed interior and exterior renovation of The Bender 1 House should follow the Secretary of the Interior's Standards for Historic Preservation, and retain as much of the building's historic fabric,finishes and character as possible. Please see the National Park Service's Preservation Brief No. 18:Rehabilitating Interiors in Historic Buildings—Identifying Character-Defining Elements (https://www.nps.gov/tps/how- topreserve/briefs/18-rehabilitating-interiors.him)for guidance on retaining historic integrity during a rehabilitation. " ❑ 2. "The three buildings proposed for construction should be designed to be compatible with the historic character of the Southold Historic District. The new buildings should be compatible with the massing, size, scale, and materials of the surrounding historic buildings. Please see the National Park Service's Preservation Brief No. 14:New Exterior Additions to Historic Buildings:Preservation Concerns (https:llwww.nps.govltps/how-to- preserve/briefs/14-exterior-additions.him)for guidance on designing compatible structures." Policy 5. Protect and improve water quality and supply in the Town of Southold. Suffolk County has developed and is implementing a plan to reduce the impacts of fertilizer on ground and surface water. The Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, regardless of lot size and landscaped area, and passed Local Law 41- 2007 in 2007 to reduce nitrogen pollution by reducing the use of fertilizer throughout the County (SCDHS). The following is recommended to further policy 5.. a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application,with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November Is'and April l" e. Prohibit the use of phosphorous containing lawn fertilizer unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test 4 indicates it is necessary. This recommendation was made in consideration of the SEQR Negative Declaration dated January 15, 2021. 2 .If 4 Pursuant to Chapter 268,the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. a i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � , � y� P.O. Box 1179 54375 State Route 25 � �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �� w,`, Southold, NY � I �"°, Telephone: 631 765-1938 n www.southoldtownny.gov D PLANNTNG BOARD OFFICE _ TOWN OF SOUTHOLD �V R 2 5 2 0 2°1'' scmju--OAd fowmn I'�Q ii ni ng If�oal(i MEMORANDUM ��_..._.....�� ..._..�m._ To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: March 24, 2021 Re: Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Thank you for your cooperation. From: Baylinson, Lester Sent: Friday, March 26, 2021 9:50 AM To: Michaelis, Jessica --T;avete rs 5A. Cc: Cummings, Brian A.; Lanza, Heather Subject: �935 Franklinville RD.TM#125 2-2 2,& 3 15 Main Rd.Tm#61.-1-1 l.e bKUecv�n� HI All, both parcels have no open violations at this time, looks Ok.Thanks and have a good weekend ! From: Michaelis,Jessica Sent:Wednesday, March 24, 2021 11:18 AM To: Baylinson, Lester<lesterb@southoldtownny.gov> Subject: Referral Request: Indian Neck Farm APR 0 5 20 21 SCTM#1000-97-9-12 C SCTM#1000-97-9-10.4 SCTM#1000-98-1-2.1 Le bYi uec he r `Trwele SCTM#1000-98-1-27.1 Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email jcssic t,1\1- i.coutholdeo r_�� ml, 1. From: Cummings, Brian A. Sent: Wednesday, March 31, 2021 1:36 PM To: Michaelis,Jessica; Palmeri, Allison Subject: FW: Site Plan for Travelers St Affordable Housing SCTM# 1000-61.-1-9.1 �t.�I ��ti4 — From: Easton, James dp , -. o Sent: Tuesday, March 30, 2021 10:45 AM �v'/\R 1i 2(1F f Subject: Site Plan for Travelers St Affordable Housing SCTM# 1000-61.4-9.1 g , A. Fll�w��i�aci�un� II'��7��.��t o. ummin s Brian I Brian, Water supply/supplies for fire protection of the 3 new buildings capable of providing the greater of the following: • 2,750 GPM for 2 hours, or • The demand of an automatic fire sprinkler system plus hose stream allowance. Other than water supply, I have no concerns. Thank you, James Easton Fire Marshal, Town of Southold (W) 631-765-1802 l n m PRIVELEGED AND CONFIDENTIAL COMNJUNICA77ON CO NF/QENTIA,L ITY NOTICE. This electronic snail transnnission is intended only.for the use of the individual or entity to nrhich it is addressed and inay contain confidential infornnation belonging to the sender which is protected by privilege. If yont are not the intended recipient,yoze are hereby notified that any disclosure, copying, distribution, or the taking of'any action in reliance on the contents of this inforivation is strictly prohibited. Ifyoa have received this transinission in error,please no4f);the sender inna ediately bY e-(mail and delete the original message. COUNTY OF SUFFOLK I E CE '° w, t M Steven Bellone SUF OLK OUNTVA ECUIIVE' Natalie Wright Department of Commissioner Economic Development and Planning March 29, 2021 Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Brian Cummings Dear Mr. Cummings: 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. Site Plan Address File No. Traveler Street Affordable Housing 1000 06100 0100 009001 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 ` i By Christine DeSalvo Andrew P. Freleng, Chief Planner Division of Planning and Environment APF/cd H.LEE DENNISON BLDG a 100 VETERANS MEMORIAL HWY,11th FI n P.O.BOX 6100 w HAUPPAUGE,NY 11788-0099 a (631)853-5191 From: Palmeri, Allison Sent: Thursday, April 01, 2021 1:41 PM To: Michaelis, Jessica; Cummings, Brian A.; Don Wilcenski home (dwilski78@gmail.com); Lanza, Heather; Mary Eisenstein (pbmary@optimum.net); Rafferty, Pierce; Rich III,James H; Sidor, Martin H;Terry, Mark;Wilcenski, Donald J Subject: Traveler's Street Affordable I lousing - Hearing Mailings Good Afternoon, According to evidence received,the mailings have all been sent correctly regarding the upcoming hearing for the above named project. Thank you, Allison Palmeri, Part-Time Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:Li_[ e�p@s utholdtownny gov Suhfnissiotz fl/ithout a Coven Letter RECE , '�� Sender: o�ltl e�essace;n MAA R 2 6 2021 OU -1�01d,1 0 , II J Naii�wiiiig Board ... Subject: --��e1e�S . . _ .,.. �e.. �_�,.-�_..-„� SCTM#: 1000 - Q. \ Date: 3 I a�R�aoa Comments: o PI O - ?D6fico c mom;` �ece� i AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 0 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 at least 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 AN('&L of Your Nate int) Signature Address r Date Notary Public Talia Feuerstein NOTAR PUBLIC,STATE OF NEW YORK Registration No.01FE6283115 Qualified is New York Connay Conurussion Expires 51'AMij PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 4/2/21 Re: Travelers Street Affordable Housing SCTM#: 1000-61-1-9.1 Date of Public Hearing: Monday, April 5, 2021, 6:02 p.m. 7018 2290 0001 4573 9738 7018 2290 0001 4573 9752 ❑❑Dry❑❑ �° � ' �.�''� �❑y❑❑❑❑ • �A"M�s..e F' D C m m Sp • �k. 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Service❑du Adult Lj Priority i Wl � ❑Adult Signature Restricted Delivery ❑Regiatared Mail Restricted r4 9590 9.402 5801 0034 3092 41 ❑certified Mail®Restricted Detlur 0 13 le ton DeliivMail R dDYlivery l eklw ry "�S stu r n Receipt srt tfror;v �. w.— ? .. C Restricted Delivery ❑R tnaed DelivCorAery __. 001 4573 9745 PS Form 3811,July 2015 P„, �"L 229D D ' S _ Domestic Return Receipt N 7530�02-000-9053 • r df state items 13 2,and 3. '� Sign your name and address on the reverse X ❑Agent ❑Addresser so that we can return the card to you. Rec y(Pri a Nacard) C. Dptoy"X 8 Attach this card to the back of the mailpiece,or on the front if space perrnts.9resed to: D. Is ctlelhry drP rat froa p item 1? If Y� 91 eidress below. ❑ No w ,hr' ��• w C3 r✓ 'r'r, I Wr Ln 3. servicig%ttt ` 0 ❑Regislerod MaiP Adult Signature R I 1(1 dun Signature ❑Priority Mali precd b I I�� I III I I II'llf II I II I 'I II ❑certified Mall®Restricted Derwry Restricted Delivery ❑R istaayred'Mani Restrided rtified Mail ri ❑Return Re+cOt for 9590 9402 5801 0034 3092 58 ❑ce❑Calecton Delivery Merchandu ,..�.�.��.._...... . .�. ❑ ilgo on Delivery Restricted Del ry ❑ efeConfirma tion Pdtt Se � � tit. ArWe'Number "i7nfirnpton 7018 Restricted Delivery, r*" qWb 81 1„ uiy 2D15 6Skba0-0 -t100 Domestic Return Receipt u. �,' � f6 items 1,2,and 3. 7sieAgent k� ri .ar�eand address on the reverse r;thrit e can return the card to you. AddressAttach this card to the back of the maiPpiece, tay rate me) tom, Date of Delivery oron the front if 1. Article Addressed to:pace permits. W D. Is delivery address dif r from item 1. Ads k r P If YES,enter delivery address below: ❑ No =+ 6S$ h Al &` VA 2,3 1 Service Type Pr�artty MaK_' ❑Adult Signature egiutarsd ❑Adult Skgnatame Restricted Debtry q t M 9590 9402 5801 0034 3092 72 11 Certified Mails❑certified Mail Restricted Delivery t for O-collect on Delivery �.� 2. ..�ti ber q�rrarrsfe 2 9 0 D D D 1 4 5 7 3 9 7 ot��i ll�rrry r�aatd d 1 e �i�aatua ndiir,ation� I 2. Article,tum7; adus nr iina,aticn 7 018 2 6 9 iQteo Deil! t ip Deuvery P h r 3 -r. Domestic Return Receipt iI S Fdrm 381 :! ;2i1 f5 PAN 7530 02-Odd 0 _. i OFFICE LOCATION: �� MAILING ADDRESS: Town Hall Annex r so P.O. Box 1179 54375 State Route 25 �"'�' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) •. a Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2021 Mr. Todd Feuerstein P.O. Box 869 Southold, NY 11971 Re: Set Hearing — Proposed Site Plan for Traveler Street Affordable Housing 53315 Main Road Route 25, Southold SCTM#1000-61.-1-9.1 Zoning: Affordable Housing District AHD Dear Mr. Feuerstein: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, March 8, 2021: WHEREAS, this site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12 acres in the Affordable Housing District (AHD). The property is located at 53315 NYS Route 25, Southold. SCTM#1000-61-1-9.1; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, April 5, 2021 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "Southold Affordable Housing Project" prepared by John Joseph Condon, P.E., dated January 21, 2021 and last revised February 25, 2021. 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 packq!,glonq with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, Aril 2 2021. The sign and the post need to be returned to the Plannin Board Office after the public hearing is closed. Traveler St. Affordable Housing Page 2 Larch 1 2021 If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, w Donald J. Wilcenski Chairman Encls. Notice to Adjacent Property Owners Traveler Street Affordable Housing 53315 NYS Route 25, Southold, NY SCTM#1000-61.-1-9.1 1. 61.-1-8.1 2. 61.-1-9.4 3, 61.-1-12.3 4. 61.-1-13.1 5. 61.-3-7 6. 63.-1-10 r r r r i p b a 1 W h i 1" Y 5 vrc m 'o^ a r d t h ° p 0 } u4 w. r, w I 8 Wt. M1Wu a ��• I d Y � ^ .f_ ' I p a h IItiI r ^ �w jj sv 'I�.� I r 1 r I Southold Town Planning Board Notice to Ad'acent Pro ert 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#1000-61-1-9.1, 3. That the property which is the subject of this application is located in the AHD Zoning District; 4. This site plan application is for the proposed interior conversion of an existing 2 - Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each, the construction of three (3), 3,640 sq. ft. 2 - Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty- eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). The property is located at 53315 NYS Route 25, 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 (2"d FI., Former Capital One Bank) by appointment only. 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 J_essucaM a?southofcltowriin gov; 6. That a public hearing will be held on the matter by the Planning Board on MondayA ril 5 2021 at 6:02 m. virtually via the Zoom online platform; 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. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may be submitted via letter or email to: JesicaM@southoldtwnn �.gy. Petitioner/Owner Name: HC NOFO LLC Date: 3/11/2021 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 at least 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. 4/2/21 Re: Travelers Street Affordable Housing SCTM#: 1000-61-1-9.1 Date of Public Hearing: Monday, April 52021 6:02 p.m. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex + lilt P.O. Box 1179 54375 State Route 25 Ig so Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov co PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner' ��l ;SA Date: March 24, 2021 Re: Site Plan for Travelers Street Affordable Housing Located at 53315 Main Road, Southold SCTM#1000-61.-1-9.1 The Planning Board refers this Site Plan Application to your committee for review and comments. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12 acres in the Affordable Housing District (AHD). Thank you. (In LaserFiche: Planning, Applications, Site Plans, Pending, 1000-61.-1-9.1) OFFICE LOCATION: MATLING ADDRESS: Town Hall Annex � �F SQ�/ 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 �DUNV PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner Date: March 24, 2021 Re: Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � �, P.O. Box 1179 54375 State Route 25 �"� + � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) C Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov z� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector James Easton, Fire Marshal From: Brian Cummings, Planner/ Date: March 24, 2021 Re: Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-61.-1-9.1) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) d Southold,NY Telephone: 631 765-1938 www.s outh of dt ownny.gov NOV PLANING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner�Qj� Date: March 24, 2021 Re: Site Plan for Travelers Street Affordable Housing Application Name: Travelers Street Affordable Housing Tax Map Number: 1000-61.-1-9.1 Location: 53315 Main Road, Southold Type of Application: Sketch Subdivision Map (Dated: PreliminarySubdivision Ma (Dated: p Final Subdivision Map (Dated: ) Road Profiles (Dated: Grading and Drainage Plans (Dated: Other (Dated: _l Site Plan (Dated: 1/21/21 rev.2/25/21) Revised/Amended Site Plan (Dated: ) Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: Project Descri t�: This site plan application is for the proposed interior conversion of an existing 2 — Story 1,9 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 313 sq. ft. apartments and unfinished basement, and twenty-eight (28) perking stalls on 1.12acres in the Affordable Housing District (AHD). Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex OF 5�i P.O. Box 1179 54375 State Route 25 Ila aM Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY , Telephone: 631 765-1938 www.southoldtownny.gov �OUNV, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mariella Ostroski, Chairperson Members of the Southold Town Historic Preservation Commission Elizabeth A. Neville, Town Clerk From: Brian Cummings, Planner Date: March 24, 2021 Re: Proposed Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 Zoning District: Hamlet Density -AHD The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). For your convenience„ we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. 1. Go to the Town of Southold website www.southoldtownny.gov ; 2. Click on the Laserfiche Weblink icon located on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM# "1000- 61.-1-9.1 Travelers Street Affordable Housing"; 8. Click on Site Plan. Thank you for your cooperation.. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �°� *1 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov um PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: March 24, 2021 Re: Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Thank you for your cooperation. OFFICE LOCATION: zz-'�7 - MAILING ADDRESS: Town Hall Annex Af 91z", x P.O. Box 1179 54375 State Route 25 4"`� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ° , Southold, NY ?> Telephone: 631 765-1938 www.southoldtownny.gov NTI PLANNING ROAR.D OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Plannerjq�� Date: March 24, 2021 RE: Proposed Site Plan Application Review— Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Travelers Street Affordable Housing — Page 2— March 24, 2021 Project Name: Traveler Street Affordable Housing Address: 53315 Main Road, Southold Tax Map #: 1000-61.-1-9.1 Requested Action: This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) 2 OFFICE LOCATION: h. MAILING ADDRESS: Town Hall Annex OF S0U P.O. Box 1179 54375 State Route 25 �"� "* ' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) /mod �� Southold,NY Telephone: 631 765-1938 www.southoldtowrmy.gov NTY, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner "'Pe Date. March 24, 2021 Re: Site Plan Application Review: • Request for Comments pursuant to Section A14-24, Suffolk County Administrative Code • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements from the Suffolk County Planning Commission that the Southold Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral Project Name: Travelers Street Affordable Housing Address: 53315 Main Road, Southold Tax Map #: 1000-61.-1-9.1 Requested Action: This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Contact Person: Brian Cummings Planner Southold Town Planning Board (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) • SCPC Referral Submission Cover Sheet 2 Al,peradix A - Cozrnty Referral For Appendix A—Suffolk County Planning Commission Guidebook 11 Now a I I a 1 0 14 1 Municipality: 5outhold Tgrvan. Hamlet: Sguthold Local Case Number: District: 1000 Section: 61 Block: 1 Lot: 9.1 Local Mppting Date: Application/Action Name: Traveler S reet Affordable Hgusing Public Hearing: Yes No Type o6 Retej L41: SEQRA Action: � Rclerrincg i� enC Draft EIS Positive Declaration I'nnin i Board or Cnmrnissh" New EAF Final EIS Negative Declaration Zoning Board of Appeals Expansion Lead Agency Findings Town Board/Village Board of Modification Draft Scope Trustees Brief description of application or proposed action This site plan application is for the proposed interior conversion of an existing 2 —Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2— Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Type Of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of: A municipal boundary; The boundary of any existing or proposed county, state,or federal park or other recreation area; The right-of-way of any existing or proposed county or state road; An existing or proposed county drainage channel line; The Atlantic Ocean, Long Island Sound,any bay in Suffolk County or estuary of any of the foregoing bodies of water. The boundary of county,state, or federally owned land held or to be held for governmental use; The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision Zoning Ordinance or Map (Adoption or Amendment) Use Variance Code Amendment Area Variance Official Map Special Use Permit/Exception/Conditional Use Moratorium Site Plan 4 Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information Action Previously Referred to Suffolk County Planning Commission Yes No�1(If yes, Date_____________ } Adjacent Municipality Notified (see NYS GML 239 nn) Yes No N/A Located Within Long Island Pine Barrens Zone Yes No Workforce/Affordable Housing Yes No N/A Energy Efficiency Yes No N/A Zoning Board of Appeals Approval Yes No N/A Suffolk County Department of Health Approval/Comments Yes No N/A New York State Dept. of Environmental Conservation ApprovallComments Yes No N/A New York State/Suffolk County Dept.of Public Works Approval/Comments Yes No N/A Suffolk County Sanitary Code Article 6,Groundwater Management Zone- 1 II III IV V VI VII Vill Contact Information Municipality Town of Southold Contact Name: Department/Agency Plammng Department Brian Cummings Phone Number: �..m..'y65,.1938 br�Frn.cu�r�prrurrf., ?tcwwnr�. rrufa'to&d.rt .ups �w31 ....Email Address: Applicant: Todd Feuerstein Contact: Name; Applicant Address: PO Box 946 Cutcho ue, NY 646-237 4183...... „,,,„ OFFICE LOCATION: w MAILING ADDRESS: Town Hall Annex rtf so P.O.Box 1179 54375 State Route 25 �§ikl Southold NY 11971 (cor. Main Rd. &Youngs Ave.) . t'�y Southold, NY Telephone: 631 765-1938 www.s outhol dtownny.gov cm% PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 24, 2021 Ms. Carol Miller c/o Southold Fire District P.O. Box 908 Southold, NY 11971 Re: Request for Review: Proposed Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 Dear Ms. Miller: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, C ff Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex F O Sol P.O. Box 1179 54375 State Route 25 » Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-xmy.gov On PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc Town Attorney From: Brian Cummings, Planner Date: March 24, 2021 Re: Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-61.-1-9.1) 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: Members of the Southold Town Housing Advisory Commission Elizabeth A. Neville, Town Clerk From: Brian Cummings, Planner Date: March 24, 2021 Re: Proposed Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 Zoning District: Hamlet Density -AHD The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). For your convenience, we have provided directions below to access the entire file online. For further information or for an originals set of plans, please feel free to contact this office. 1. Go to the Town of Southold website www.southoldtownny.gov ; 2. Click on the Laserfiche Weblink icon located on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7, Click on SCTM# 1000- 61.-1-9.1 Travelers Street Affordable Housing"; 8. Click on Site Plan. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexJ P.O. Box 1179 54375 State Route 25 �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov co PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Tim.Abrams, Building Maintenance Supervisor From: Brian Cummings, Planner Date: March 24 2021 Re: Site Plan for Travelers Street Affordable Housing 53315 Main Road, Southold SCTM#1000-61.-1-9.1 The Planning Board refers this application to you for your information, comments and review, if applicable. Please note that there is an encroachment of the Town's driveway on this property. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at < 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-61.-1-9.1) OFFICE LOCATION: 2z� MAILING ADDRESS: Town Hall Annex f"%�t " 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 PLANNING BOARD PUBLIC MEETING Monday, April 5, 2021 6:00 p.m. This Public Meeting will be held virtually via the Zoom online platform. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Options for public attendance: • To join via computer: Click Here Or Online at the website zoom-us, click "Join a Meeting" and enter the Meeting ID: 976 7081 1475 Password: 783506 • Join by telephone: Call 1(646)558-8656 Enter Meeting ID and password when prompted (same as above) Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an applicaliou or petition is complete, the board or conuliission reviewing the same Shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 , aoe,ptltwold Town Plan ninr Pouct Work Session — March 02°'1 — Page 8 I Project Name: Travelers Street Affordable §CTM#: 1000-61-1-9.1 Housing Location: 53315 NYS Route 25, Southold Description: This site plan application is for the proposed interior conversion of an existing 2 —Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). _ . Status: New Application _ Action: Review for Completeness Attachments: Staff Report . SCTM# 1000-54-3-14.,8 „Pro ect name: Liebert Standard Subdivision , J Location. On the east side of Hortons Lane, +/- 100' southeast of Jennings Road, Southold Description; This proposal is for the standard subdivision of a 2.43-acre vacant lot into& two lots, where Lot 1 equals 54,134 sq. ft. and Lot 2 equals 54,134 sq_ ft. " in the R-40 Zoning District. Status: Conditional Preliminary Plat Approval Action: Discuss clearing restrictions & schedule for Conditional Final Plat 1 Determination Attachments: Staff Report Discussion: ❖ Draft Monthly Report for February Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date March 8, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Traveler Street Affordable Housing Applicant: HC NOFO, LLC Date of Submission: January 28th and March 1, 2021 Tax Map Number: 61.-1-9.1 Project Location: 53315 Main Road Route 25 Hamlet: Southold Zoning District: AHD- Affordable Housing District II. Description of Project Type of Site Plan: Residential Acreage of Project Site: 1.12 acres # of residential units 14 This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). The property is located at 53315 NYS Route 25, Southold. SCTM#1000-61-1-9.1 Site Plan Table of Contents; C-1 — Dimensional Site Plan C-2 — Grading & Drainage Plan C-3 — Lighting Plan C-4 — Landscape Plan III: Completeness Review: See attached checklist for Site Plan Requirements,. IV: Analysis A. Existing: a. 1.12 acre parcel with an existing 1,979sf 2 — story dwelling ; N b. Surrounding land: i. East: Post Office and driveway access to Feather Hill shopping center; ii. North: LIRR tracks and storage facility further to the North, iii. West: Town hall iv. South: Mixed use parcel (AKA Nicolettes for the Home approved site plan) B. Proposed construction: a. Renovate existing dwelling to include two, 2 — bedroom apartments at 813sf (1 St floor) and 820sf (2"d floor); i. Maintain existing 12' wide driveway and formalize rear parking area for four (4) parking stalls including 1 ADA; b. Construct three (3) buildings with 24' wide access off of Traveler Street at 28.5' x 64' (3,640 gfa) each • Twelve (12) units @ 813sf ea., each are 2 - bedroom units • Siding material is 4" Woodgrain Vinyl Lap, color is Colonial White and/or Sterling Grey (see attached for colors) • Shutter color is black • Current plan is to eliminate the stone facade and use the same siding all the way across the building front to have a more traditional appearance. • Total building height to peak will be no more than 30' C. Parking Required: Two (2) bedroom units = 14 @ 2 stalls per = 28 TOTAL stalls required = 28 TOTAL stalls provided = 28 (including 4 ADA) D. Bulk Schedule/Code Requirements: §280-24 - Affordable Housing District (AHD) a. Notice of Disapproval notes: i. Insufficient front and side yard setbacks for the existing dwelling (see below) ii. Certification from Historic Preservation Commission required b. Planning Board has authority in this case pursuant to §280-28(C) "Authority to amend requirements and specifications." (1) The Planning Board shall have the authority to reduce or amend yard setback requirements, lot dimension requirements, parking requirements, and highway specifications. In making this decision, the Planning Board shall take into consideration the benefit to the applicant, as weighed against the detriment to the health, safety and welfare of the neighborhood or community. In making such determination, the Planning Board shall also consider: (a) Whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby properties will be created by the granting of the amendments; (b) Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than the sought variance; (c) Whether the variance is substantial; (d) Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district; and (e) Whether the alleged difficulty was self-created, which shall be relevant to the decision but shall not necessarily preclude the proposed amendment or variance. (2) This provision supersedes and amends New York State Town Law §§ 267, 267-a, 267-b and 267-c insofar as these sections give such authority to the Zoning Board of Appeals. Any amendment to highway specifications shall meet with the approval of the Highway Superintendent. c. Application procedure. The procedure for approval of any future development in a proposed AHD District shall involve a three-stage review process as follows- (1) Approval by the Town Board of a preliminary development concept plan. Staff: Town Board granted a change of zone from HB to AHD and sanitary flow credits for this specific proposal. (2) Approval of the final, detailed subdivision plat or site plan by the Planning Board. In an AHD zone, § 280-137A(5) is inapplicable, and the allowable density of MIFDUs shall be determined by the following yield calculation: (a) Buildable land (square feet) divided by the minimum land area per dwelling unit = number of MIFDUs. (3) The zoning classification by the Town Board of a specific parcel or parcels of land for development in accordance with that plan.* *NOTE: The Town shall, in all instances, process Subsection B(2) and (3) above concurrently so as to enable the municipality to utilize a single SEQRA process and conduct a coordinated review of the entire application. Staff: important to note that the Town Board, with the support of Mark Terry, has completed a Negative Declaration for this Type I action and therefore the Planning Board does not need to complete a SEQRA review; E. Staff Analysis: - This application is subject to the process and requirements listed within the AHD Code as specified above; - Suffolk County Department of Health Services (SCDHS) required; - Existing dwelling must receive a Certificate of Appropriateness since it is a listed structure; V: Planning Board items to consider 1. It is recommended that the above referenced site plan application be accepted as complete for review along with the following next steps: a. Rcfcr the site plan application to at least the following agencies; .mm .... .. SC D H S....................... ._..- - . ......................................-._-____________. �.........._ Suffolk County Planning Commission Southold Fire District 4 1-1 ...... ...... SC'WA Town Board OPRHP Town En sneer ,. Building Department Southold Transportation I Commission Architectural Review Committee Housing Advisory Council b. Set the Public Hearing for April 5, 2021, at tonight's Public Meeting; Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Traveler Street Affordable Housing Completed by: Brian Cummings Date: March 8, 2021 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B $1,097 below. Editor's Note: See now § 280-138, Fee schedule for �l site,plan applications., O A completed. 3 environmental assessment form. FEAF�' (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. �l ... (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed l Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as �l follows: (1] Alignment and schedule plan. [2) Grading and drainage. (3l Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands �l and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical Subject parcel is features within 500 feet of the property boundaries. within historical district and existing house is listed (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas 4 and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address 4 systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. �1 (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) �l and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity �l and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. N/A = Not Applicable Notes: Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. Checklist for Site Plan Application Completeness Subl-nission Without u Cover Letter �� Subject= SCTM#a 1000 - I ®- Date: t I comments: 0 Subtnisslof' (1lithout a. Cover Letter VED RE C E �MAAR 2 02 Towrl�_ .,.. - Sender: �PIa nllurl� ;. Subject: SCTM#: 1000 - I �' Date: 3 p - U ,�� 'A , . HC NOFO LLC ,1 NJ 2 8 202 53740 Main Road PO Box 869 Southold,NY 11971 _ L3' aro Phone: (646) 237 4183 nofo@horcap.com January 25, 2021 Heather Lanza Southold Town Planning Department Town Hall Annex, 54375 Main Road Southold,NY 11971 Re: Southold Affordable Housing Project 53315 Main Road, Southold,NY 11971 SCTM 1000-61-1-9.1 Dear Madam: Enclosed please find the Site Plan Application for the above captioned property. Please contact me if you have any questions or require any additional information. Regards, Todd Feuerstein Managing Partner HC NOFO LLC E SOUTDOLD PLANNING BOARD i SITE PLAN APPLICATION FORM J A N 2, %'' '0 2 Site Plan Name and LocationI Mt,rt1 Site Plan Name: Southold Affordable Housing Project Application Date: 1 f 25 I 2021 Suffolk County Tax Map#1000- 61 - 1 - 9.1 Other SCTM#s Street Address: 53315 Main Road Hamlet: Southold Distance to nearest intersection: 508'to Hortons Lane Type of Site Plan: X New Amended Residential Zoning District AHD Owners/Aizent Contact Information Please list name, mailing address, andphrrrre number fbr the reo ale below: ... Property Owner .........._N FFO LLC... .. Street PO BOX 869 City, State.... Southold NY ip 11971 ,.. , ...m Home Telephone 646-237-4183 Other AppficantHC NOFO LLC Street PO BOX 869 City Southold ...... State NY __...._..- wp 11971 Home Telephone 646-237 4183 Other,..._... Applicant's Agent or Representative: Contact Person(s)* Todd Feuerstein Street PO BOX 869 City Southold State NY Zip_ 11971 Office Telephone Other Unless otherwise requested correspondence will be sent only to the cont_.. * , � act person noted here.. Site Plan Application Torrn 2,1812010 Site Data Proposed construction type: X New X Modification of Existing Structure Agricultural "hange of use Property total acreage or square footage: 1.118 ac. Site Plan build-out acreage or square footage: .97 ac. W property? Is there an existing or proposed Sale of Development Rights on the Yes No �.. X If Yes, explain:. Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YEN_, If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No X 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. List all existing property uses:_ Residential List all proposed property uses: Multi-Family Residential Other accessory uses: Existing lot coverage: 2.3........ % Proposed lot coverage: 13.5 % 979 sq. ft. Gross floor area of proposed structure(s): 12,899 Gross floor area of existing structure(s): ..._1 ..........................................- Parking Space Data: #of existing spaces: 4 # of proposed spaces: 28 Loading Berth: Yes No X Landscaping Details: Existing landscape coverage: 94 % Proposed landscape coverage: 55 % • property � _No X Maybe Wetlands: Is thiswithin 500 of a wetland areas Yes I, the undersigned, certify that all the above information is true. Signature of Preparers m .. Date:. ..... .:.. . _._. 0 1/21 l202 ..... 2 Site Plan Application Forin 2,11812010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Todd Feuerstein being duly sworn, deposes and says that he resides at 90 Sterling Road, Cutchogue in the State of New York, and that he is the owner of property located at 53315 Main Rd SCTM# 1000-61-1-9.1 or that he is the Managing Partner of the Limited Liabilty Company (Title) (Specify rship_. .....�..� Titlewhether 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 qri accordance with the plan as approved by the Planning Board. Signed Owner Signed Todd Feuerstein, Managing Partner (Partner or Corporate Officer and Title) Sworn to me this 25 day of January 2021 Notary ubli Talia Feuerstein NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIFE6283115 Qualified in Neu York Connty Commission.Expires 518120 Southold Plami eart et Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: HC NOFO LLC Last,First,middle initial unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse, sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business, including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No X If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this Z 5 day of 20 e-( Signature Print Name Todd Feuerstein, Managing Partner Disclosure Form NY 005-Bargain and Sale Deed with Covenant against Grantor's Acts Individual or Corporation(Single Sheet)(NYBTU 9002) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 16 day of December,in the year 2016 BETWEEN MICHAEL H.BENDER RESIDING AT 29 ARISTA DRIVE DIX HILLS,NY 11746. MICHAEL P.DOUGHERTY RESIDING AT 11441 WHIPPOORWILL ROAD HOUSTON,TEXAS 77024, MICHAEL P.DOUGHERTY RESIDING AT 185 EAST 85111 STREET APT,31-H,NEW YORK,NY 10028. EVA G.HEIFETZ RESIDING AT g01 SOUTH OCEAN BOULEVARD UNIT 1107 FT.PIERCE,FLORIDA 34949. party of the first part,and HC NOFO,LLC HAVING ITS OFFICES AT 817 BROADWAY 5Ta FLOOR NEW YORK,NY10003. party of the second part, WITNESSET'H,that the party of the first part,fit consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the i SEE SCHEDULE"A" Being and untended to be the some premises conveyed to the Grantor here in by Deed recorded 3/16/90 recorded 4/4/90 in Liber 11045'Page 591 and by Deed dated 7/2111.6 recoreded 9/2l/16 in Liber 12789 Page 107 and by Deed dated 5/1/91 recorded 5/13/91 in Liber 11261 Page 201. TOGETHER with all right,title and interest if any,of the party of the first part of, in and to any streets and roads abutting the above-described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first,part in and to said pmmise,sr TO HAVE AND TO HOLM the premises herein granted unto the party of the second part;the heirs or successors and assigns of the party ofthe second part'forever. AND the party of the first part covenants that the party of the fast part has not done or suffered anything whereby the said premises have been iincumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section'13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive.such consideration as a trust fund to be applied first.for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement betare using any part of the total of the same for any other purpose. The word"patty"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: /L"_� // Michael H.Bender f omas P.Gtougharty,3r. ichaaed P. ougherty EvaG.Heifeta USEACKNOWLEI)GAIENTP"ORhdBELOWW/THINNEWYORKSTATEONLY. USEACKNOWLEDGU4NTFOifMBELOWN77HINNFWYYORKS"T4TEONLn State of Ne'g�York,Count }ss.: State of New York,County of On the 1 1;day of, In a year Z016 ,64-g1 On the day of in the year before me,the undersigned,personally appeared personally before mc,the undersigned,personally appeared ,personally known to me or proved to me oil the basis of satisfactory evidence known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are)subscribed to the to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that helshe/they within instrument and acknowledged to me that lie/she/they executed the same in his/her/their capacity(ies), and that by executed the saline in his/her/their 0apacity(ies), and that by his/her/their signature(s)on the instrument,the individual(s,)„or the his/her/their signature(s)on the instalment,the individual(s),or the person upon behalfX whi the indivi ual(s)acted,expculed the person upon behalf of which the individual(s)acted, executed the instrument, instrument. nWLEY P WFISS t+Mwy PubW,sieia Of NOW Tura Nm olv 4175-14 Cluarilwadin'Sufllol�COLM-4 7 commisskr n to ACKNOWLEIJGA ENWoRmFORUSEWITHINNEWYORKSTATEONLK ACKNOWLEDGMENTFORMFORUSEOUTS/DENEWYORKSTATEONLK (Neiv York SuAwriNgg ftness Adomvlei/Rr wat Certl(tcatef (Out ofState or Foreign General Aabtmvledgment Cert0cate) State of New Yo64!County of }m'L: ___ }as.: On the day of in the year tY`rata"�rm Veriue I-PT& wuiiT'j,I ro,;r rrVW.TCi-ATiTy before me,the undersigned,personally appeared On the day of in the year the subscribing witness to the foregoing instrument,with whom 1 before me,the undersigned,personally appeared am personally acquainted, who, being by me duly sworn, did personally known to me or proved to me on the basis of satisfactory depose and say that he/she they reside(s)in evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they (if the place ofresidence is in a city,Include the street and street number,ff executed the same in his/her/their capacity(ies), that by his/her/ any,thereon;that he/shehhey know(s)to be the individual described their signature(s)on the instrument,the individual(s),or the person in and who executed the foregoing instrument;that said subscribing upon behalf of which the individual(s) acted, executed the witness was present and saw said instrument. execute the same;and that said witness at the same time subscribed his/her/their name(s)as a witness thereto. BARGAIN&SALE DEED MIR COVENANTSAGAbiST GRANTOR'S ACTS DISTRICT 1000 TITLE N0. SECTION 061.00 BLOCK 01.00 Michael H.Bender,Thomas P.Dougherty,Michael P.Dougherty LOT 009.001 EvaG.Heifelz COUN1'YORTOWN SOUTHOLD TO HC NOFO,LLC RECORDEDATREQUESTOF Fidelity National Mille Insurance Company RE7VRNBYU4L70 IgLTI'Y NATioNAI TffLE INSURANCE COWANY LAVELIE LAW&ASSOCIATES PC avca'.at°aicirmalP2a 57 EAST MAIN STREET PATCHOGUE,NEW YORK 11772 4 MOU0 Naiv IOnr awkJem r�,i 7tQtAwdaOon SCHEDULE A DESCRIPTION ALL that certain plot piece or parcel of land, situate, lying and being at Southold, in the Town of Southold, County of Suffolk,State of New York, bounded and described as follows: BEGINNING at a concrete monument set on the northerly line of Main Road, said monument being where the division line between premises about to be described and land now or formerly of Burns intersects the northerly line of Main Road; RUNNING THENCE along land now or formerly of Bums,the following four(4)courses and distances 1) North 29 degrees 40 minutes 30 seconds West, 215.48 feet; 2) South 60 degrees 26 minutes 10 seconds West, 42.25 feet; 3) North 29 degrees 53 minutes 50 seconds West, 67.01 feet; 4) South 60 degrees 29 minutes 10 seconds West, 109.15 feet to land conveyed or about to be conveyed by the party of the seconds part herein to,the party of the first part herein; RUNNING THENCE along land last mentioned, North 29 degrees 56 minutes 10 seconds West, 189.15 feet to the southerly line of Traveler Street; RUNNING THENCE along said southerly line of Traveler Street,the following three(3) courses and distances: 1) North 59 degrees 44 minutes 20 seconds East, 85.65 feet; 2) South 30 degrees 16 minutes 00 seconds East, 4.96 feet; 3) North 60 degrees 10 minutes 00 seconds East, 103.81 feet to land now or formerly of Sayre; RUNNING THENCE along land now or formerly of Sayre,the following two(2)courses and distances as follows, to wit; 1) South 29 degrees 46 minutes 00 seconds East, 303.53 feet; 2) South 29 degrees 30 minutes 30 seconds East, 165.08 feet to said northerly line of Main Road; RUNNING THENCE along the northerly line of Main Road, South 61 degrees 00 minutes 00 seconds West, 37.00 feet to the point or place of BEGINNING. 1 FORM NO. 3 lu f TOWN OF SOUTHOLD BUILDING DEPARTMENT { � " 8 2021 SOUTHOLD,N.Y. m��u:�acauT�cwi�R:,u �"u�u�oa r. NOTICE OF DISAPPROVAL au uucuu odd Board DATE: March 4,2021 TO: Todd Feuerstein (HC NOFO LLQ PO Box 869 Southold,NY 11971 Please take notice that your application dated February 12, 2021 For permit to: CosastrUct 3 aall"ordgble h jis g, L�ril�lins�t cl c mistruct additions and alterations ing_sJ le-family„dwelling to be converted to affordable housing at: to an exast, Location of property: 53315 Rotitwe 25. Sogthol.d,NY County Tax Map No. 1000—Section 61 Block 1 Lot 9.1 Is returned herewith and disapproved on the following grounds: l lr pro_ c.c+anstrrictrc tf..tca the existing dwell aag.,ora this coil form ing q�„97 ft. lot ill th.e AHD LQ� trwa�ryt �.t..Pslrrbitled 1,ui tmiit Article VI action 80 27 nwhich t -eq oires� fro rrt -tel. setback of 35 feet, a mijiinau111 side v ard,setbac of Fee t et w ilh a ct�aaaabined,si.&yrgrd setback of 25 feet. The frpilt yard sgt0ack is 29 4feq, t:lae miraaanr rra side yard sctt)ack is 2,8 [`eet mrit.11_tl e combined side yard setback at 14.8 feet. In addition ail ars»ata it to Article.XXIII, Sec.�µctiam w80-127. film pr�al�ca�c�l use re 5ik,plaa.xa a1 ► r'oval fra.an the Southold '['own Plaaimiiag Board,, 1_,as kl:e gaaoa ,.d,�criastr rctr01t..,.,. grca r�aarttccl prrr sa.r«rant tq_$ c N ioq,,170 of the SoLitdaold Town Cade and is,su 1j,ect to i-Ci:storic Preservat on Con niissiaon approval. You may now,ap ly to these agencies directly. Aaath 4— 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, ZBA, Landmarks FOR INTERNAL USE u[NLY MO -��ON � ERMINA SITE PLAN USE SET Nk��w��.��,g ��Board Initial Determination Date Sent: - Project Marne: Project Address: -. �. Distliict M ° � .. Suffolk CountyTax ap�No.:'[�00=�� Zoning ., � .. Request" ------ . of l .uilc[ Permit Application and supporting docurrientatien as to ([Mote: Copy Droposed use or uses should be submitted.} - Initial Determination as to Whether use is permitted: Initial-Determination as to whethe, site plan is reduIr r ecto r Signat f I 'fling lnsp Punning Dep-attment (P.D.) RefeTTal-: _ . �\ pate of Comment:3 �.D.Date ReceiveAV --- OL t_ -� Comte ts; q Signature of Planning g t..Staff Review Final Dotard-ina ion In�mn� ,tnr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502lit mws://wwvv.soutlioldlowiiii . (:)v Date Received APPLICATION I For Office Use Only ` PERMIT NO. Building inspector: F E B 1 2 2021 J r 'r�r r. N �+ r P °� r�f rr �° ��„� N r l f uI ��,✓�N�/k,%i�V�i,. I J I I uipuy�fi�iD � r �d, n � rt, aerrwq �� / Ill /✓; �/� � . 4� �rfrr2� ,'fir r� :,,r„�,t/�k�,�r �6 '��1Ir,t,l��,�r swka��"t"� alr��;/i<��w��l r�O� �,, �g y1��✓ lvrl'1', ��tf ,. ,,, .n i✓ y%ra��N vVd°�f�A„� i r fi l tl� +v vrr r r` ,v{I P G � �Y' 7 11 r 4I ,��,�,, ,„;f S ,u ,.,,J�, � m r 'l �r�✓ � . ,+>� 1�e�"'� 1��(r/""� NI� j ar d Date:2/10/21 � /vii✓/r,ar r i/ 9, 9, ,r/r/I' ,f r ,.�1ir fir/c rl,. //r rih,iP„/% ':,./ //i,,, � r r r X urr✓ /✓a✓» r(9 rr r / ,,/�/ 11,,.,/ r llr Fa/ t/ r'r / ,, /i / ,,:,r,/1�r l � l r/ ,r / r l r r/ r✓ H/alrr � r r � ,., / , .,. rr „, . r ,1J� / fin ✓C,ir �.r/, r /, :, , �r l /,. r y ,, ,r,✓ � / r N / ,/ ,1 ,, w1 2 r / , / r ✓ / 1, r r v r l ,,n / k / r 1 1 , r ✓ r " v r v I /r r r rr✓ ri ✓, „v y „r �,+ ,rr J� l� e, r � (/r r. rl , t„r�.�,/��ar✓�„ ,T✓� ,,,,: 94„ .,,:./✓Q�, �/r ,,.,�r;�r�y�/��/�I��i��//�i,.�rlar,�"��.r�/'�,,r�/�i�r1r, �i�r,^/Nr�P �rr,,ar,,,lnr.,,,./�.r/i,a✓,� ,,,,,.�kPrr�ra /�„��//irnG ,,y,��,✓� a„�1��,�,..r„�',a„/�r,Prr.,., Name:HC NOFO LLC SCTM#1000-61-1-9.1 Project Address:53315 Main Rd, Southold, NY 11971 Phone#:646-237-4183 Email:tbdd@horcap.com _. Mailing Address:PO Box 869, Southold NY 11971 a. / /rr rr N .,, ,W. / //.,. ,.. ,,, ri ./. a ,, ,l,. rr/i f r„ ,. r.,,. ,. r. /.. ,t ,i✓,,... ,,,,, / /.. r /./J.. ! / /.r...r r/, P. y ,.(, 7.,b ,rr ,1f. f nrd¢/ ,61, J / ✓.✓. // / /,,. r r .r rfl /� .,,/ 1 N p� a, .a rt. I,r H. ✓rr... ,.. .., ,+ a:.:/ Pf.. rr �, �,.. r J r-: r ,7 ,. ar ,-..,. J �. ,,, r rr / , r/r ,.l,r /r rr,,� ,i c /�i�r �i �, ...rrr ✓?I/, r, ,o•; C,,, ,, , /r �i n, , , r,//, , ..r� a ✓ � r / �,r � r r r r r l ,r �.a �, .5� ,v✓r v';./.rr 1 trr � ✓w r r �, l r, �.r� /�,,, ,.- 1, a r ,, /.. � .,� J, r, ✓,,./n l.rJ � -� -a�r I ,� /r.. / r rl ,. v, ,,, , � + ✓✓,�r,,r,��f ,,ofl�l�rar2,, ,i„u�iTt+ ,,z,iov,f�1,��r)V�-��lf', �^��, .l,,.n,„'✓{t�,� :,,��, 1^,"r,� Y�,�.11„�i✓7��aar./hJ7�..�ttk.,,fea%�/+�„�%11��Irl�Hl�, �^V,�e" r�LY�,,, n'/1d�1,,, rl,,,�,r, �� r�lr:. Name:Todd Feuerstein Mailing Address:PO Box 869, Southold NY 11971 Phone#:646-237-4183 Email:todd@horcap.com r,,r;r „„,✓ ,,,roi;, / ✓„r„�/✓,✓,r„ /,' ,,,, ,+ ,,i�// i r -,/1 IAr%r r s:/ra / /.,, / r r r .,,, �.'rl rf�,l rP rPf/1�r�r�� '. r//vie Pal. /��%( rF rr rii /.;r f.!/Y✓r!� r•;r rGr IP„rr r/il 1r,,"r /rk rrr,r/ �r,�. "' �,,;' I � y �c r,, r / �,a v/ D I ✓rr d r � / / / l� Y / <, I, ,.A. ,,,. ,, lar /l„ ,r ,cr,r./,r//./✓L, I, ✓'�- ,::,/iN �rl irk r/ /r6 J„�/ r ,";m "u ;,/r �, r r // ✓ vi%r l/ / r , !!/,aG✓�I..;f�/,r„r✓ir,v,Pr;�:.„rrr,a,,r,rr�"„.o,✓/"',« P/, /k^Yf"9J /. Gyr, .d�G,nrl,,�,,,/�l/rrf,.jr, !!/,�� r1�/i�,��/lfi�i�r),J ;,.>�r,.1 o,/'/�Gr�/,9H r.,t��.r .f.,r ^,H;r/n/,/l,,,r,,,(✓I,G7li✓�i,r,i,Y.. /,r,,. Name:John Condon wm �...: Mailing Address:1755 Sigsbee Road, Mattituck, NY 11952 Phone#:631-298-1986 Email:condon77173@optonline.net ( r r r r r/✓!r,.z ,:.r ✓/ ! �. I. p liW^Rk✓ �pwr; ( / rr(,.N ,r r..!/ JI ✓1 r / ✓ /` r/ / rLi r f ri lrre, s„ry ,rf u,„o Nr,,,,,, ,rv�„% /f-/i aR,-r, �r)✓,r,r.0.,,/,r., ,i '✓;4�'i/,e,r,o.��rv,Pr,�„/IIf,�r�,rr rr�✓ ,vN r�,��,,a rljfJ,/ y:. r/,�1..✓ „r,r, r! ;r.,/,,, Name:TBD Mailing Address: Phone#: Email: D a i t POP0411EPC N' TR,k ION ,,,wr: / „,p r, ,,,,,a .r„ ;!r,' ,,,r., r. r l�v,„j,,, /,r✓ /� �PrC „!i. ry/ ;e ,1 r RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1,000,000 Will the lot be re-graded? ❑Yes WWWWNo Will excess fill be removed from premises? ❑Yes No 1 « ; PRO 1FORMATION""," Existing use of property:Single Family Intended use of property:Affordable Multifamily Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. Check Box After Read Ing: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION,IS HEREBY,MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone. Ordinance of the Town of Southold,Suffolk;County,New York and other,applicable Laws,Ordinances or Regulations,for the construction of buildings, additi�xns� lteratloax r for rem uat or err�olitlo»as"rein described,Ti b appli nt akrees to c ?ply s%rlM p alb appllrablp as ordlns ces,b�ul in c de h I doosln code an reguatlons a , o rn authorize ins a w, on,.,r unn Is an d l n b u iId I ng�s,�f or n essa ry inzprectlorrs �i� s en tPade heril�erg ,; Todd Feuerstein Application Submitted By(print name): ❑Authorized Agent BOwner Signature of Applicant: Date: 2/10/21 STATE OF NEW YORK) SS• COUNTY OF kt,,, CV Todd Feuerstein being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Managing Partner (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 10 February 21 day of 20 Notary Public TALIA J: U lR'i TE1N tall PobllC,Scat� 1 S Ile york PROPER I IZ TI No,0t (Where the applicant is not the o ner) 01ua4it1r d in'N9 York u Commission ExPites May I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. Owner's Signature Date Print Owner's Name 2 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 inchiffing Building Permits and other ministerial permits not located within the Coastal Erosion f rtaird Area. . 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 proposed actionmmmwill be evaluated.as to its stgnr ric nt, beneficial anal adverse effects a Q1 the 'O stal area(which 1nclu es all of South l�l.� own . 3, 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 ex lained in detail listing both su zr ortin and non- supportingf . If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP 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# 61 1 _ 9.1 PROJECT NAME Southold Affordable Housing The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board V Building Dept. ❑ Board of Trustees EJ 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: Construction of 14 affordable housing units and related improvements. Location of action: 53315 Rt 25, Southold, NY Site acreage: 1.12 Present land use: Single Family Residence Present zoning classification: HB, pending application for change to AHD 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant HC NOFO LLC (b) Mailing address: ?O BOX 869, Southold, NY 11971 (c) Telephone number: Area Code( ) 646-237-4183 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency? 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. DE"' EMPED 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. F!!wKes ❑ No ❑ Not Applicable The project creates affordable housing n the Southold Hamlet HALO zone and WWW.. i enhances the vitality of the business district. Attach additional sheets if ary necess .�. ..... ___ .. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes VNo 0 Not Applicable This project will not have a negative effect on the archaeological resources of the Town of Southold. Attach additional she ets 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 Ye No ❑ Not Applicable This project will not have a negative effect on the visual quality or scenic resources of the Town of SouthoiN . 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 lea s 3 through 16 for evaluation criteria Yes D No Not Applicable Thlspr•oject .is'l. ._ .... g o ocated outside of a ooa��zone and wi not.hay.e a negative effect on the Town Southold. —_.... Attach additional sheets 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 Yes ❑ No ❑Not Applicable Thoee se" waste will be treated an inovatsvel l ern tive nitrogen treatment sewage _.WW..._ a � g g systems to .._. protect and improve water quality. Attach additional sheets if necessary m _ ...... 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. 0 Yes ❑ No eNot Applicable This project will not have a negative effect on the coastal fish & wildlife habitats of the Town of Southold. .......... ... ........ Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section HI - Policies Pages 32 through 34 for evaluation criteria. Villes F] NoF-] Not Applicable The project is located in the center of the hamlet which is within walking distance of public transportation includin Suffolk Transit Bus service, Hampton Jitney and the LIRR train station. .......... .. ................ Attach additional sheet ...............s if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. 1:1 Yes M No Not Applicable This project will provide recycling of paper, metals and plastic to reduce the refuse being transported ........ ....... to the local landfill. The project will not generate any hazardous waste an wignot have a negative 6-Ffed o n----th-e-----T&wn of Southold. ............. ..... .......... ............ 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 HI- Policies; Pages 38 through 46 for evaluation criteria. P Yes 1:1 No[SNot Applicable This project will not have a negative effect on the public access to coastal waters, public lands and P-01 rCr—egb Dffs-oTth-e-TO Wn--o-TSo—u11To U............ .. .. ...... .......... .................. ............................ Attach additional sheets if necessary WORKING COAST POLICIES _cR;qg lqpttqqeqrjPgENqj4&N jW�rGf Rg t4qtjp)ffpPqh§AWqR4 in suitable locations WRP Section HI-Policies; Pages 47 through 56 for evaluation criteria. F1 No Zt Applicable This project will not a negative effect on the water dependent uses of the Town of Southold. ......... ... ....................... — --... ................... .......... Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters Section -Policies; Pages 57 through 62 for evaluation criteria. F1 Yes 1:1 No Zz III his project will not have a negative,affive dffe—ct"on—th--e-!Tiv—i'ng—mari'ne resou"r,c-es 0 the Town of Southold. ................... .............. .................. .......... ...... ............ ....... Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages 62 through 65 for evaluation criteria. 1:1 Yes 1:1 No Not Applicable This project will not have a negative effect 6h"'the'-a'g riduTbural lands of the Town of-S-o—utfi-old, ........... ................ Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRIP Section 1111-Policies; Pages 65 through 68 for evaluation criteria. FlYes [I No 1q( Not Applicable This lJfoj&dtwU not have--a negative effect on the energy and mineral resources I, "I"I - bffth6 TdWfi of.... 9-o-u—thold. ................. .......... .. ....... 0y- PREPARED BY—L TITLE e DATE Amended on 811105 Full Environmental Assessment Form Part I -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 I 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 applicant or project sponsor to verify that the information contained in Part 1 is accurate and complete. A °rest and AIaNmmir�t/ csrastrr Irrforn7tmon FS ame of Action or Project: outhold Affordable Housing Project Project Location(describe,and attach a general location map): 53315 Main Road(NYS 25),Southold,NY 11971 ........... ._...... ... Brief Description of Proposed Action(include purpose or need): Construction of 3 2-story buildings with 4 affordable housing units each and the renovation of an existing 2-story single family residence into 2 affodable housing units for a total of 14 affordable housing units including three I/A sewage disposal systems,parking,site drainage and associated utilities. Name of Applicant/Sponsor: Telephone:646-237-418 ........_------ ...... 3 HC NOFO LLC ' _ ....._... E-Mail:todd@horcap.com Address:PO Box 869 City/PO:Southold State: -New York Zip Code:11971 �.... ..........�. �_ ..� .�m. .... ....... Project Contact(if not same as sponsor;give name and title/role): Telephone: Todd Feuerstein, Managing Partner ` E-Mail: ress: City/PO._ _. _... State: Zip Code: Property Owner (if not same as sponsor): Telephone: E-Mail: _.... _.. Address: City/PO: State: Zip Code: Page 1 of 13 FEAF 2019 B.Government Approvals 13.......over nment Xpprovals, Funding,o onso rs Pr-. ("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 Counsel,Town Board, OYes❑No Town of Southold-Town Board-Affordable August 2020 or Village Board of Trustees Housing Overlay District b.City,Town or Village OYes❑No Town of Southold Planning-Site plan approval September 2020 Planning Board or Commission c.City,Town or ❑YesONo Village Zoning Board of Appeals d. Other local agencies ❑YesONo e.County agencies Oyes❑No Suffolk County Department of Health Services April 20,2020 Wastewater Management £Regional agencies ❑YesONo g. State agencies OYes❑No NYSDOT-Road opening permit for NYS 25 September 2020 h.Federal agencies ❑YesONo i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes ONo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? O Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑YesONo C.Planning and Zoning C.1. nriilwljx rid"' to ac @1m Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑YesONo 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.[A o�(e:..I�ir� 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 ❑YesONo would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway; OYes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): Southold Historic District c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesONo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): LE-------= Page 2 of 13 C.3. i�nmral; a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. YesNo If Yes,what is the zoning classification(s)including any applicable overlay district? HBO-Hamlet Business b. Is the use permitted or allowed by a special or conditional use permit? OYes❑No c.Is a zoning change requested as part of the proposed action? OYes❑No If Yes, i. What is the proposed new zoning for the site? An affordable housing y proposed, p p g overlay district is CA. xisting 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? c. Which fire protection and emergency medical services serve the project site? hold Fire Department Sout...,...., mmm _ _ ,. .. . ......�. d.What parks serve the project site? Founders landing ........... D.Project Details D.I. rop cd and Potential D vclopnient a. What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? Residential affordable housing units b.a.Total acreage of the site of the proposed action? 1.118 acres b.Total acreage to be physically disturbed? ;.0.97 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.118 acres c.Is the proposed action an expansion of an existing project or use? ❑YesONo i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: w d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes ONo If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) aa. Is a cluster/conservation .�.". �`. � .. -� rvation layout proposed? ❑Yes❑No iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum „„ Maximum e.Will the proposed action be constructed in multiple phases? ❑YesONo i. If No,anticipated period of construction: 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 wear • 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? OYes❑No If Yes,show numbers of units proposed. One Family Two Family Three Family Ilultpr'Ne Family four or more Initial Phase 14 At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ❑YesONo If Yes, i.Total number of structures _ ii. Dimensions(in feet)of largest proposed structure: height; width; and length iii. Approximate extent of building space to be heated or cooled: _square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑YesONo liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, p 'p . Ground water❑Surfacewater streams❑Other specify P : P _.. ��.. u a. Purpose of the impoundment:ent: of the water: r ai. If a water impoundment,the principal source a. If o �. ...... ai . other than water,identify the type of impounded/contained liquids and their source. 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. arc Ne �jier ns 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: pure dredging? building foundations,drainage and saniart st!!grLr�s i.What is the purpose of the excavation or dred m Excavation for the installation of, -�.__�,,., ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): 2100 CY „ • Over what duration of time? 6 months iii. Describe nature and characteristics of materials to be excavated or dredged, plans to use and p ,manage or dispose of them. Topsoii to be stored on-site and reused. Excess material excavation will be re=ved.and disposed in accordance with federalstate ncCm I cal rMg1p1 grj4. iv. Will there be onsite dewatering or processing of excavated mate i � p g r'als? Yes No If yes,describe. Topsoil will be screened prior to reuse. No dewater[ng,will be_necessary on-site ....... v. What is the total area to be dredged or excavated? ..... ... 0.7 acres vi. What is the maximum area to be worked at any one time? _... .... 0,97 acres vii. What would be the maximum depth of excavation or dredging? � .. 20 feet viii. Will the excavation require blasting? ❑Yesp]No ix. Summarize site reclamation goals and plan: To sp oil willrl��.�g��.�dnRri.41;mt4�" ; b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment Yes 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 • Do existing sewer lines serve the project site? ❑Yes❑No • Will a 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 . ❑Ya new wastewater(sewage)treatment district be formed to serve the project site? es ONo If e • Applicant/sponsor for new district: _._.,.. • Date application submitted or anticipated: • 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,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): Ir�r ovatave I Rt r s �v Nitrogen treatrent s stems well he used t t JhE wgstewater there the etll€�ent p11 be di charra90 suh iarface into precast. leaching pools, vi. Describe an plans or designs to capture,recycle or reuse liquid waste: Y p !� p � y ......q...id w � .. .�,. e. Will the proposed action disturb more than one acre and create stormwater runoff,either from new point OYes❑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 0.527 acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources.Increase in roof area parking area and walks.p iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent �� g 'ty � t properties, groundwater,on-site surface water or off-site surface waters)? Stor m water will be stored in an on-sqe storm water rna!2AgqrRent f ctlity cqU I tin ofeast drywgils in accordance wlth Southold Town standards. • If to surface waters,identify receiving water bodies or wetlands: �. • Will stormwater runoff flow to adjacent properties? ❑YesO No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑YesONo f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes ONo 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) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crusher s) W. Stationary 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, ❑YesONo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. 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) • Torras/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • 1'pans/yearr(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, ❑YesONo landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric).....................r,,,, .............................. ...... ..... _.. ........................_. ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring):, ..._.............. ......._._._ _. u..w. u_w. .... 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 ❑YesONo new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): 0 Morning 0 Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing _ o Proposed 23 Net increase/decrease 23 .. ... ....- iv.Does the proposed action include any shared use parking? ❑Yes✓ONo v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: An ac _rrJTg1q to the Sete i rgisose lu c� a 9 r r� l r IG_r et anti an existunc CtJ.L �. 1.hJk" a Yl r srn Nsd'F g jvn tg.in,the existing dw liin .. vi. Are public/private transportation service(s)or facilities available within ''/z mile of the proposed site? OYes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric OYes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing OYes❑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. An e ticipat............. �.. d sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require a new,o� up an �r grade,to an existing substation? ❑Yes❑No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: a Monday-Friday w....._..... 10.0 . ., w • Monday-Friday:, • Saturday: 3' • Saturday: • Sunday: o • Sunday: Holidays: ... 0 • Holidays: Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, 0 Yes 0No operation,or both? If yes: i. Provide details including sources,time of day and duration: There will be noise whigh p al for residential pqnst.ruction 9p ati Ju .iq ty ons which may exceed ambient nqiise levels, QgQqLtAqIron trucks,nail guns,etc.will be operating at various times during the daytime hours. ii. Will the proposed..........action-remov'e existing,-natural barriers that could act as a noise barrier or screen? [J Yes 0No Describe: Existinq trees will be removed for the proposed consLructLo nificant natural barriers or screeninq-,�currtntlyAlqi2gLhtpE lines. n.Will the proposed action have outdoor lighting? OYes[]No If yes: L Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: ... .......... ... ....ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? El Yes 0No 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) 0 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 ii. Volume(s)_ per unit time (e.g.,month,year) iii. Generally,describe the proposed storage facilities:_--. ... .......... ............ q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, [I Yes ONo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ...........- ................ ii. Will theproposed action use InteEated Pest ManaEement Practices? El Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal El Yes ONo of solid waste(excluding hazardous materials)? If Yes: L Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation : 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 generated on-site: • Construction: 1-11,111,1111, ...................................- ................ ..................................................... • Operation: .................... ........... Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes 0 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 iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑YesONo waste? If Yes: i. Name(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:.e aia. Specify a... ....... _. .__..- mount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: . ... .......�...................... ...... ❑YesNo.,.... . v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? If Yes:provide name and location of facility: If No:describe propose .. hero a.. . ne... ........ d management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.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 0 Commercial 0 Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic 0 Other(specify):Southold,Town H,all ... _m ii. If mix of uses,generally describe: ............. b.Land uses and covert es on the project .....�..._..............._ .... ... . site. ..min.... _ .._............................. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious surfaces 0.128 0.527 +0.399 ................ • Forested 0.886 0.135 -0.751 ........ • Meadows,grasslands or brushlands(non- agricultural,including abandoned agricultural) 0.104 0.455 +0.351 ....._.� .................o.......... Agricultural o o .-..._ (includes active orchards,field,greenhouse etc.) • Surface water features p 0 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 0 0 • Non-vegetated(bare rock,earth or fill) 0 0 0 • Other Describe: Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? ❑YesONo i. If Yes:explain: d.Are there an facilities serving y,people w .. (... it _. . y children,the elderly, with disabilities e.g.,schools,hospitals,licensed ®Yes❑No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: Founders 0! �E t!2q! n S2 thold School District _....... ....... e.Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres ........... .... • Volume impounded: 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 wuvt ❑Y n used as a municipal,commercial or industrial solid waste management facility, es®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 p j of the solid waste management facility: W. Describe an development constraints due to the prior solid waste activities:y p p ties 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 ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: iii. Is the project within 2000 feet of an site in the NYSDEC Environmental Site Remediation database— ❑Yes®No p J Y ? 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 mmmmro ect site subject to an institutional contr ollimitin ro.�.� .... ....p j � g property uses? ❑Yes❑No • If yes,DEC site ID number: ................................��.�.�w....,..... �. • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: _...... .............................�_... ....... • Describe any engineering controls................ ....................................................................�.�.�.�.�.�.�.-.... • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: . w... ......uuuuuuw.._uu._ ...... .�....., w E.2. aural Resources On or Ne I'�°ojeet Site µ . ,. _. .....-....................................... ................... _......................._.............. a.What is the average depth to bedrock on the project site? 1,200+ feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: HaA-Haven loam,0 to 2%slope 79 % RhB-Riverhead Haven Soils grade, 21 % ........................._.... % ........._... ._.....-....... d. What is the average depth to the water table on the project site? Average 30 feet ........... e.Drainage status of project site soils:® Well Drained: 100%of site El Moderately Well Drained: %of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: 100 %of site ❑ 10-15%: %of site ❑ 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.- 0 Streams: Name Classification • Lakes or Ponds: Name Classification .. .,. �.. � ........................................................................................�.�.�.�.�.�.�......�.�.... • Wetlands: Name ..�� Approximate Silt • Wetland No. if regulated b DEC . ..........-_. _ ......... _.. uW ... -... ..�___.. 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 body/bodies and basis for listing as impaired: ........_..... .................... -..... � �-. .... ... .. __..__...... ....__..-_-..-..-........... i.Is the project site in a designated Floodway? ❑YesoNo the project site in the 100- ear Fl j.Is p j y oodplain? ❑YesONo k.Is the project site in the 500-year Floodplain? ❑Yes12]No I.Is the project site located ov er,ver or immediately adjoining,a primary,principal or sole source aquifer? ®Yes❑No If Yes: q ' i. Name ofa aquifer: pp Upper glacial&Magothy Aquifer......�.......�...�e.....................-.�......__ --.�..��w.w.........................e....�.. ____ . �...�...._--- Page 11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: Squirrels Opossum Raccoon birds such as..s.......... sparrow,cardinals,crows Box turtles sea walls&blue as ��n.Does the project site contain a designated significant natural community? ❑YesONo If Yes: i. Describe the habitat/community(composition,function,and basis for designation): _.... _u. ... --- ii. Source(s)of description or evaluation: iii. Extent of community/habitat: • Currently: w. acres • Following completion of project as proposed„ acres • Gain or loss(indicate+or-): acres p...c j y p p y o.Does ro'ect site contain an species of plant or animal that is listed b the federal government or NYS as ❑Yes®No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): of plant or animal that is listed rare,or as .... Does the project site contain an species b NYS as a species of Yes N P• P J .t any P y ...p o special concern? If Yes: i. Species and listing: ....__ .—..- --. ............... __. _ _......__.... ... q. Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yesolo If yes,give a brief description of how the proposed action may affect that use: E.3. IDesignated Public WeRources n or N ear raa cct t� a. Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑YesR[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 presen t? ❑Yes®IVo 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 H. 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: ii. Basis for designation: iii. 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 the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site ®Historic Building or District ii. Name:Southold Historic District ._... ........ �. �. iii. Brief des cription of attributes on which listing is based: The Southold Historic District cornsts of residential buildings which are 100+years old. The Bender house is located on the property. £Is the project site,or any portion of it located in or adjacent to an area designated as sen sitive 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): 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:Horton's Point Lighthouse, Peconic Dunes County Park,Goldsmith's Inlet Parka Founders Landing a ii. Nature of,or basis for designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.):national historic landrna_County and local to arks . wee iii. Distance between project and resource: Between..1,.1....& .1 miles....2....... 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. erillcation l certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Todd Feuerstein Date 0 j Signature, Title PRINT FORM Page 13 of 13 OFFICE LOCATION: ILING DRESS: Town Hall Annex . OF SOr P.O. Box 1179 54375 State Route 25 � a Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 iwww.southoldtownny.gov Uw PIANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 8, 2021 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/ProjectName & Type Tax Ma # Amount Check yp p k Date/No. Travelers Street Affordable Housing 61.-1-9.1 $468.00 # Housing /5/2021 1155 ALP Att. OFFICE LOCATION: � zx'--., ILING DRESS: Town Hall Annex P.O. Box 1179 SO 54375 State Route 25 � �"� ' m+,, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) f Southold, NY V Telephone: 631 765-1938 www.southoldtownny.gov COUN PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: September 30, 2020 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. Southold Affordable Housin 61.-1-9.1 ' g 1/25/20201 $629.00 #1109 ALP Att.