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HomeMy WebLinkAboutAl Terp Jr. I H, x LL- PROPOSED RETAIL R D 2 S MAIN NEW YORK . . CUTCHOGUE , i O ATION MAP VICINITY MAP LOCATION N.T.S. N.T.S PREPARED FOR: MR. AL TERP , SR. P00 . BOX 4 SOU-THOLD , NY 11971 PREPARED BY: a£w CONTENTS 3 TITLE SHEET 86-293 SURVEY OF PROPERTY (BY PECONIC SURVEYORS, PC) Companies DM-1 DEMOLITION PLAN ARCHITECTURE ENGINEERING ENVIRONMENTAL LAND SURVEYING SP-1 SITE PLAN GD-1 GRADING AND UTILITIES PLANE c IS 2 p� 2 . d EC-1 STORM WATER MANAGEMENT PLAN A1.01 FIRST FLOOR PLAN 355 RESEARCH PARKWAY FEB 24 2016 A5.01 EXTERIOR ELEVATION MERIDEN CONNECTICUT 06450 South6ld own GN-1,2 GENERAL NOTES (203) 630-1406 Planning ard DN-1,2 SITE DETAILS (203) 630-2615 Fax DATES ISSUE DATE: SEPTEMBER 10, 2015 REVISION DATE: FEBRUARY 4, 2016 CAD FILE: CV15C545001 THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES O.c SURVEY OF PROPERTY �s4 AT Oro ' C'�J TCHOG ATE TOWN, OF SOUTHOLD NTY a ova, 1000-102-05,03,04&l�.6 SCALE V--301f JUNE 22, 2D15 AUGUST ,5, 2015 (SIGNS do UTI MES) SEPT. 11, 2015 (REWSIONS) 3I C 1111100 R *0 J%ipt ,yi -JO iC�� - LT �J ot�, c(*11rN, dZ9 �,f 0 {.,t YAC4ARIft4 i Z C toc NQS ,� JIa�G Is a voi01 0 w ar�j At G s4 a ,vKyo 1 � 15 MONUMEN T', (9 = GAS !METER ' �;?. 0 f Q U771JTY POLES r� F<s k = STREET SIGNS SIGNAL,'POLE LAMP POST 12-0' HIGH to.c = PARKING LOT LIGHT POLE: 23-00 INCLUDING BASE —f---OVHW5—fl— . 0 VER HEAD WIRES FEB 2 4 2016 Southold Town EL-EVAT 10*5 ARE REFERENCED TO, NAVD 88 Planning 9 pard FIRE 0I5TRIC•T-C.UTGHCkL*E ZONING 015TRIGT-Nt3 .ANY AL MRA77ON OR ADO177ON TO 7HIS''SURVEY IS A WOLA77ON OF SECTION 72090F NE NEW YORK STATE EDUCATION LAW. P.C. EXCEPT As PER SECTICIN 7209--sUefllvlslON 2 ALL CERTIFICATIONS AREA43541 ACRES 0 FA (01) ?s�--���� HERE10V ARE VALID FOR' MIS MAP AND COPIES THrREOF ONLY IF ��` SAID MAP OR' COPIES BEAR THE IMPRESSED SEAL OF THE SURWYOR or 58,985 FT � LER STREET fWOSE' 'SIGNA TURF APPEARS HEREON. SOUTHOLD, N. r 11971 ��_ l N. Y:S LIC NO. 4961 - 32.3 BAD C T,O,C 31.& X2.4 00, B.O.0 31.9 c� LEGEND R REMOVE AND DISPOSE OF EXISTING REMOVE AND DISPOSE OF LIGHT POLE, Companies ,P j r CONCRETE PAD, PAVEMENT AND/OR --- --- SIGN, PIPING, UTILITY STRUCTURE, ARCHITECTURE WALK APPURTENANCE, FIXTURE, TREE, AND/OR ENGINEERING TREE STUMP ETC. ENVIRONMENTAL LAND SURVEYING \/ REMOVE AND DISPOSE OF EXISTING / , / REMOVE AND DISPOSE OF UNDERGROUND BITUMINOUS CONCRETE PAVEMENT / / / STORMWATER OR UTILITY PIPE, CURB, XXXXXXXXXXXXXXXXXXX STRUCTURE / FENCING, WALLS, OVERHEAD WIRES, ETC. 355 Research Parkway pis Meriden,CT 06450 \ / (203)630-1406 \ /,✓'�/ (203)630-2615 Fax }`'v// � / \\�/ +YL,G�sGn,.'S+WtW+SMX++Sht•,•,..•C'.W.!':VLYMn•.•YM1•. Of NEIV y Ile ERADICATE PAINTED LINES * Z FOR EXISTING PARKING ADJACENT q •r �" `� � W .9 / TO PAVEMENT REMOVAL TYP. 8.0� .r'�', 32.9 \ ( ) 32.3 /'/ !J ��� � ��-•��C,�p� \ // \�� OA9�FESSIU�P��t. 64� G �•�' �' ,,.� �::; ..�_ fir• \ , /Z2 00 ° Cola \ 0 "?Cl F• � C}� / EXISTING LIGHT AND POLE TO REMAIN—TYPICAL O ' <` EXISTING PAVEMENT ,ice' W Q �\ TO REMAIN —�� O (Z. C z E �\OHEN // W QW ro oLo CL ✓ '� / / / / / � 00 lo j ISTING DR-L170 REMAIN—TYPICAL 5 A W C UIC01�N , �^ 4EMOVE ANIIDISPOSE©F �i GREASE AP p ' ?; •c // // / ,/ / / // / / // / / / CONTRACT LIMIT LINE IS PROPERTY -REMOVE A 046SE OF / / / / / LINE UNLESS OTHERWISE � } GREASE TRAP PIP G` // / / // / / / / // / / SPECIFIED TAN�/;k / REMOVE AND DISPOSE OF IPING TO. EMAIN / BITUMINOUS PAVEMENT '_.;_,� ° (� ,�'� Yom"""^-•�..��� f� /c _- --- '" — REMOVE AND DISPOSE 3.O. s r / / t� / / / / ' w ` ��' OF BITUMINOUS :u EXISTIN, CO CRETE WALK'T�. �. :1.5 / / I -- / / , / �`� CONCRETE CURB �•�, �,�� ,rr F, REM N `�;, �/ / / ,,,-�' ! ..'.'.•.'..!. 1`� / // / ,� � •'� ,��' ,�.._,�,:,�u� .,.:,ry,.,��.,..,,rM ..,",� STRIP AND STOCKPILE TOPSOIL in - / / , c, CsW `''` ONSITE FOR REUSE— TYPICAL Q �\\7'C' " , BENCH TO REMAIN m 5 ti /,/ , 3icf cm j:.1 . �� REMOVE A ND BUT OTLIMITEDPTO WALLS,ROOFOSE OF ENTIRE ,SILABS, FLOORS,LDING Q FOUNDATIONS, PIPES, INTERIOR FIXTURES, DOORS, Q t3' ., ' 1 ;,� /I -- ! — ! — ! , ', ,• r (�' / f���t *NDOWS, CANOPIES, INTERIOR AND EXTERIOR STAIRS �} •,r• 6s ��, t 'AQ — ! — ! — ( •••••, v ,�� — �.? • � -DECKS, RAMPS, INTERIOR AND EXTERIOR CONC. PADS a C n , {� INTERIOR AND EXTERIOR COLUMNS, MECHANICAL a `�. �, �, ��, �,: EQUIPMENT, STEEL FRAMING, ETC. (ALL HAZARDOUS � ( — I -- _�,�.• _�� .' 1 � � MATERIALS TO BE REMOVED AND DISPOSED OF Z ' ` ,r I — I `• •' ACCORDINGLY BY A LICENSED HANDLER). REMOVE ANY EXISTING SANITARY SEWER LATERAL APPURTENANCES N PER STATE HEALTH CODE. �`� '`�`� �,� `'�`��i�4 III .:'.;• , �' �� •./� o uJ _WE' N 00 REMOVE AND DISPOSE OF ��, W Q T, of y CONCRETE WALK—TYPICAL "' � i, PROTECT CONCRETE SIDEWALK ; "` " u~ adz ' `, � � AND UTILITIES—TYPICAL o N sj ��sc 5 !� .: z 04 1< .k/'•,.vM.xMY+rr3�)Yna'R.'%-Ar,•i:S•i <esL'M•MwMbr.; t_9 01 EXISTING GAS LINE AND VALVE TO REMAIN N f C/ `. AN , Designed K.A.K. i C '; - �F` `2, ;' ` � DISCONNECT GAS SERVICE. COORDINATE WITHto Drawn K.A.K. \ to Checked K.M.I. o �; �' C} ,,� / 4<'111 LOCAL SERVICE PROVIDER qt �' N Approved M.M.C. 312i tiq C� ' DISCONNECT WATER SERVICE. COORDINATE WITH U " Scale 1"-2p' j LOCAL SERVICE PROVIDER BOC 1, , £� � ��� b Project No. 15C5450 0 u•� FEB 2'4 2016 o Dote 09/10/15 o c + to P) P x� �� r ` DISCONNECT ELECTRIC SERVICE. COORDINATE WITH LOCAL SERVICE PROVIDER 0 +� SouthofdTown CAD File: PlanninBoard oG � DM15C545001s f ' J g rx<4� t� 4 EXISTING GAS LINE AND VALVES TO REMAIN XE J �`' � r Title y LO LO s j� � , DEMOLITION LO ' �., C� N �� GRAPHIC SCALE m PLAN � ' ,�` 20 10 0 20 A ✓ 1~ z °c, '� ���� c c t�� SCALE IN FEET '� .,�,• `. ` 0 Sheet No. 00N FOR PERMU'ITWG ES ONLYooto t0 �L9 . , �� N y..;�, ��w{. NOT RELEASED FOR CONSTRUCTION DM- 1 ' € f• •i 'k Tw �h.S N 7r X2016 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT B� UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. d x TOC 3z..� - g°8 ?..4� , ° PARKING INFORMATION 4 S.Q,C e 'tom 31.3 MATCH TO EXISTING ITEM Ili ITEM REQUIREMENTS PROPOSED CURB—TYPICAL 1 BUILDING SIZE NONE REQUIRED 5,573 S.F. 1 SPACE/200 SF OF GFA (14,290 2 PARKING REQUIRED BY TOWNSHIP 79 SPACES (72 SPACES) Companies V�� 3 MINIMUM PARKING DIMENSIONS 9 FEET WIDE/19 FEET LONG 9 FT X 19 FT ARCHITECTURE ENGINEERING 4 MINIMUM AISLE WIDTH 22 FEET 16.5 FEET* ENVIRONMENTAL 14 LAND SURVEYING <1\ 5 MINIMUM FRONT SETBACK 15 FEET 7.4 FEET* 6 MINIMUM SIDE SETBACK 10 FEET 12 FEET 355 Research Parkway Meriden,CT 06450 (203)630-1406 � •� 3 PROVIDE AND INSTALL 7 MINIMUM REAR SETBACK 10 FEET 1 FEET* (203)630-2615 Fax LOAM AND SEED F .w. * EXISTING NONCONFORMING / 9-� 16 Of N€W Y 32.9 �} '� tS Y ��'���' � 4.� •'� 37.2 B.O.C 32.3 4 ' ZONING INFORMATION �(P 12 o Q7� 'r 0 ,� P O LOCATION: CUTCHOGUE, NEW YORK ZONE: (HB) HAMLET BUSINESS DISTRICT USE: RETAIL STORE SITE PLAN APPROVAL G, ITEM ITEM # ITEM REQUIREMENTS PROPOSED `}�;QO } '�� 58,985 S.F. {`?� � ' 1 MINIMUM LOT AREA 20,000 S.F. 1.35 ACRES �.0 'r 2 MINIMUM LOT WIDTH 60 FEET 87 FEET o °C Q 3 MINIMUM LOT DEPTH 100 FEET 239 FEET s � �f1-� 16 4 MINIMUM FRONT SETBACK 15 FEET 13.1 f FEET* � ^•-^'' •'�r�� �6-� :uw. 5 MINIMUM SIDE SETBACK 10 FEET 12.5 FEET J PROVIDE AND INSTALL 4" SWL—TYPICAL 6 MINIMUM REAR SETBACK 25 FEET 267 FEET L�a ` 7 MAXIMUM BUILDING HEIGHT 35 FEET/2 STORIES 30 ± FEET O �01 � PROVIDE AND INSTALL 6" CONCRETE CURB—TYPICAL 8 MAXIMUM LOT COVERAGE 40 PERCENT 24.2± PERCENT W Q t�t / � PROVIDE AND INSTALL BITUMINOUS g MINIMUM LANDSCAPE AREA 25 PERCENT 25.1± PERCENT O w G, A °�/ C / iS`�^`�� < CONCRETE PAVEMENT STANDARD DUTY—TYPICAL Q z L XPROVIDE AND INSTALL * z r -f 25 VARIANCE REQUIRED �y C08EN � CONCRETE WHEEL STOP (TYP.) W Ld Q PROVIDE AND INSTALL 6' cc D R4x C?z° WIDE CONCRETE WALK G . 0 rn O o PROVIDE AND INSTALL 6" / � a SIGN LEGEND N v CONCRETE FILLED STEEL 5 O BOLLARD—TYPICAL p _ "` �` ,<'`� IN SIGN NO. MUTCD NO. OVID� ACQ01N TALL HANDICAP RAMP 'L G �1 TH D'E f>` TABLE WARNIN6`� *%W"&STRIP n r CONTRACT LIMIT LINE IS PROPERTY A R7-8 32 ,j Q », LINE UNLESS OTHERWISE STATED Bo C '�� •' PGS ,� / °°..: �. ••, :;. .,�', / 5F, MATCH TO EXI NG ICA �i4 P °°; PROVIDE AND INSTALL 8' WIDE CONCRETE WALK ( 1� 0 .. 3 /1 °°. "` �� MATCH TO EXISTING B (VAN ACCESSIBLE) �- { ° [/(�-yyC) C' O u auwr nb °°.•.:- SIDEWALK—TYPICALn Q ♦ T.C.0 NOTE: HANDICAPPED SIGNS TO BE INSTALLED �� � 2 Q ,83? ° C3• g Q �^��' IN PIPE BOLLARDS (SEE DETAIL) 31.50 % :.A' ' 3 MATCH TO EXISIIN SIDEWA K :' Ca G P POSED IL NG ,573 S.F. 4. t9 •sr c1 31.1 M M sLLIa. � � �, z w Qf Tj c' �IJC, b. (n co 2 a)0�0 f o R o '110 / _ 6 ��� © 0 Designed K.A.K. a rl �/ � �(/ �! 0 Drawn K.A.K. T �2� 61 � \ _ Checked K.M.I. �✓ x Approved M.M.C. 3 8C \ /4Q 'SL ti � C ���y �v— N Scale 1„_20' 19 \\\ Project No. 15C5450 to ma �� .,�`' G2 ° FEB 24 2016 V) Date 09/10/15 L, � Hca4, M j .�,,<v ,`\ � MATCH TO EXISTING Southold Town 0 CAD File: j � r� SIDEWALK—TYPICAL Planning Board SP15C545001 m _11_'-_-111111.____ o � �O Title LO to 0 GRAPHIC SCALE � SITE 20 10 0 20 X PLAN i0c � t�.3 J�`Q'W� °��°,`° �`�' SCALE IN FEET _. 0 Sheet No. 3 0010 , FOR PERNn7MG PURPOSES ONLY 00 - SP- 1 NOT RRUMSM FOR CONSTRUCTION N X ©2016 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. \\}' 32.3 B.O.0 T.O.0 31.8 X2.4 � \ TC:MATCH EXIST. BC:MATCH EXIST. ` t� (TYPICAL ADJACE T TO �,a Companies PAVEMENT R% AL) 0111 � �� ARCHITECTURE ENGINEERING ENVIRONMENTAL O''C / �fJ1 LAND SURVEYING 355 Research Parkway Meriden,CT 06450 (203)630-1406 (203)630-2615 Fax NEW Y .0 32.9 31.2 cc 32.3LIJ 10 01 l o� f � o�, 0 ry S r1t bra ` All ' 0' Q�Cl' '�i �W// Q 9'1 N/Q '�r �' G�' CO, CONNECTION TO EXISTING SEPTIC ry O W ,� r� BC:MATCH IST. TANK REQUIRES SUFFOLK COUNTY z STEVEN �� ���� � HEALTH DEPARTMENT APPROVAL. Q z ( ,. (V o y N r 1d TC 30.90 ,�'a W Q Lu ,3 C BC 30.40 ,{''� �^ 2 Z) 0,0 C V a PROVIDE AND INSTALL 26t L.F. (J, Ur `12.5 / �� OF 6" SDR 35 PIPINGO L0 ` S=1% MINIMUM—TYPICAL; FOR USES REQUIRING 0) O 29.90/ A FAT, OIL, GREASE (FOG) INTERCEPTOR, O �'. PROVIDE A UNIT SIZED ACCORDING TO THE00 U PCNYS, TO BE PLUMBED INTO THE DEDICATED O N .4 FOG PIPING, AS REQUIRED BY THE SUFFOLK COUNTY j fl 29.95 �r2� HEALTH DEPARTMENT. fid ;, 0.5 n U 0 0.3 31J \ i 31.5 C 30.50 ( 7ONS COORDINATE PROPOSED 'C, !! a 'cS? (ELECTRIC/COMMUNICATIONS/GAS \ 1 Fro 0TILITY PROVIDERS) AND .t� p Q a BU LD DEPARTMENT. C J O PRPbSEF , •°BUILDING C, F.F.E. 30. �;o '0 0 T. -C �C�\ g° �` A artez �� T,p C ��. �`` PROVIDE AND INSTALL , 8 30.8 \� V) �0.0 �'��'f-'i��� } ' CURB VALVE s L,' to 91 03 Of PROVIDE AND INSTALL uJ a Q ' Q> v'. r,• �� TAP AND SLEEVE AND VALVE, a PROPOSED WATER SERVICE N /15 G�0 fi + , �o / GQ u COORDINAITE BCONNECTION z E'� /J 29 �✓i� �• /� WITH WATER AUTHORITY -J o uJ 30 41 C' `fig /Q , � ,g LD 5UJ 0 v '9 N t ` \i C,1" "`V y 1r m..s.,m+srsw:-,..www..msauw,o-ma�+.awr•„.,sw 04 0'' <J +�?' �3' cq % 0 `' (� Designed K.A.K. CIO K.A.K. —1 Drawn 324 �Q} c}� Q�44 D Checked K.M.I. 9 B 8C \ /�Q M ` �y L�, X APProved M.M.C. Scale FEB 2'4 2016 1 '=20' 00 0 — Project No. 15C5450 ( ` Ca ,4, Date 09/10/15 v p �J41 �`� Planning Board CAD File: r� / G� �� \� Southold Town t2 A� o GD15C545001 00, U Title a I o 0GI?� O Q�� � i LO 41 GRAPHIC SCALE LO GRADING AND 20 10 0 20 X UTILITIES PLAN T C) SCALE IN FEETnr „ u d o X21 h��} G0 c� Sheet No. 0000 CA Y FOR PERNRYMG PURPWFS ONLY ' NOT RELEASED FORGD- 1 CONSTRUCTION .� N C4. w, ©2016 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. X T.O.0 32.3 13.0.c T.O.C X2.4 \ 31..99 B. `y Companies \ ARCHITECTURE ENGINEERING ENVIRONMENTAL LAND SURVEYING �� Gt�4 / � ..,,•.-,.4. :,Kum: ,,n., , ,- „ ,..,;n. � a \ \ 355 Research Parkway PROVIDE Np INSTALL SILT SACK ` Meriden,CT 06450 -.` (203)630-1406 (203)630-2615 Fax OEM EW yp {•' r- � Z tL T.O.C 31.5 V� 0 Lu 0,C m > 2 31.2 B'0 C01 SSIC��P� PROVIDE AND INSTALL SILT SACK ��C'�'� \ } a •sem �� � �' V J � . •{ � X\ L PROVIDE AND INSTALL 24' 0' - CSG RIPRAP CONSTRUCTION EN ANCE O A,� 0 Q xh'ci'L' fJ o Q x;C+ o W v� Q >' W }� {�� ° Q o LOCATION OF TOP SOIL STOCKPILE Q Z Z U� Wuj N/0/F- 'A boo” Q S TE UEN C l \�'`� o ° CD NEN \ Ln r 'Pd PROVIDE AND INSTALL SILT SACK �(`� Q l 0 � O 000 0. ' C °�Q1 0 LIMIT OF DISTURBANCE O 00 N U O O� TOTAL AREA 14,000 S.F. , 10N o "0 2 is % C -' —� PROVIDE AND INSTALL SILT FENCE t \ , T \ \ � F 0 �" �\ C �� Q�� CQIN CJ Ir 3t5 z vt ; ' U) C3 <9 Vj9j m lt' o U ls< �K d O T OIC f� G 3 >' ��4 C3 � En ` c T.0 W0e.O.c �� 4� a •s ,oaf , 3Ct.8 �ti N OF 00, En x —0 00'Z ° a aNi w Of HiQ 1 �,' ..' Fd" zo N `- \ N, �o a y✓ / Designed K.A.K. 5� 9J �Z hl '� �l o K.A.K. N �` - � ` 'JG � .r p � Drawn ` Q\ "or �fi� U ,t y `` /}� LO Checked K.M.I. ti �is .� 4J Al! �i0` 6'`�,+ {0?\C? Ct�, �/ D �� N Approved M.M.C. 4 T.O.0 \ ,�`� G, G, �� �+ .'� " Scale 1"=20' 0 31 2 C)�� 15� FEB 2 4 2016 o Project No. 15C5450 ryry 30.8 ti Date 09/10/15 iJ.O. /i �ca4 ,n J Q Southold Town -+O \ ` � �*G�` V,��`✓ CAD File: Planning Board EC15C54 5001y m O)cC, Titleo /' o„' STORM WATER LO 61 C� tJa 0> GRAPHIC SCALE t2 MANAGEMENT N e, �� � 20 10 0 20 PLAN Z .,�"� t��' SCALE IN FEET o fS5 G Sheet No. M w N x ° ti�Q . �`G FOR P G PURPOSES ONLY `00 ° N C G G NOT RETEASED FOR CONSTRUCTION N E C- 1 w 02016 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. ”' """ """ ""^ x c� z U3 X I z I EXTENT OF WORK Companies - '— - ARCHITECTURE ENGINEERING I ENVIROMENTAL LAND SURVEYING I I ! I A5.01 355 Research Parkway Meriden, CT 06410 1 (203)630-1406 j nI (203)630-2615 Fax I C r.1. C,ggyQ,' 2 r I �FESSIUN I I I 81'-0" i 2 3 4 5 15'-9" 8' 6" 15'-9" 15'-6" 15'-6" 18'- I 3'-4" 3'-4" 20'•4" 3'-4" 12' 0" 3'-4" 15'-4" 3'-4" 11'-4" 3'.4" 2'-0" s � J A Q Q I— O ❑ W p � ry 6W6. � C) z z W Q C/) .5; J O rn0 a- co �-- NO N D 15'-0" 15'-6" 15'-0" 6"; 18'-0" 15-6" ^^ _ LJ. EXISTING BUILDING TENANT 1 TENANT 2 TENANT 3 TENANT 4 TENANT 5 101 F 103 104 °1 I 948 SF �� I 105 co co 988 SF 988 SF 1,187 SF 948 SF i 0 i I U W z O W \\XI I I o 4'-8" 11'-4" 4'-8" 11'.4° 4'-8" 11' 4° 4'-8" I 11' 4" 3' 8" - o z 1-J 171 T z _ — Designed TEJ I I 1'-4 6'-8" 1 -4 14'-2" 1 -4" 14'-2" 1 -4 14'-2" 1I'-4f" 14'-2" 1I'-4I" 22'-2" 1I 4I ° Drawn: TEJ Checked: Checker Approved: SP Scale: 1/8"= V-0" Z I Project No. 1505450 X W Date: 9/10/2015 w z 3 - FEB 24 2015 A5.01 Title: Southold Town Planning Board FIRST FLOOR PLAN 1 - FIRST FLOOR N Sheet No. A1 . 01 Companies SCAB ON ROOF OVER EXISTING FRAMING EXISTING I NEW ASPHALT SHINGLES TO MATCH EXISTING ARCHITECTURE ENGINEERING ENVIROMENTAL EXISTING SIDING LAND SURVEYING I 355 Research Parkwarkw Meriden, CT 06410 -..-r,�-< - ----- --- --=---- =---�,�'_' -- --- _ __-___:__ ---- _ -,�`-'•., ay (203)630-1406 --•".,-.' _ - - - -- - - _ - -- - _-_ __ _-- _ - - _ --- -- _ - ----- ---- - -- =_ -__ - - - -• ( 0 ) 30-2615 Fax — - --- -- --------------------------------- - EB _ _ Cc LL: E ivI — EXISTING BRICK COLUMNS I EXISTING BRICK VENEER I BRICK VENEER TO MATCH EXISTING ALUMINUM STOREFRONT SYSTEM SOUTH ELEVATION _J Y SIDING TO MATCH EXISTING EXISTING SHINGLE ROOF BEYOND ASPHALT SHINGLES TO MATCH EXISTING Q w. . .._- W O z z - - - - - --- ---- -- ------- ------ :.w ---_--- - CIS �04 n _ _ --- U) T h OR CLAD TRIM EXISTING BRICK COLUMNS BRICK VENEER COLUMN BRICK VENEER TO MATCH EXISTING EXISTING BRICK VENEER 2 EAST ELEVATION U ASPHALT SHINGLES TO MATCH EXISTING NEW I EXISTING � W 0 I z ----------------- EXISTING SIDING 0 w /,.• - z Designed TEJ \ I Checked: Checker ` z I Approved: SP Scale: 1/8"= V-0" Project No. 15C5450 I Date: 9/10/2015 BRICK VENEER TO MATCH EXISTING I EXISTING BRICK VENEER _ D EC Title: IS �I EXTERIOR FEB 2 4 2016 ELEVATIONS NORTH ELEVATION Southold Town Planning Board 1/8"= 1'-01, - - -- Sheet No. A5 . 01 DEMOLITION NOTES GRADING AND DRAINAGE NOTES GENERAL NOTES GRADING AND DRAINAGE NOTES DEMOLITION NOTES 1. THE CONTRACTOR SHALL VERIFY ALL SITE AND BUILDING CONDITIONS IN THE FIELD AND CONTACT THE SITE ENGINEER AND 1. SEE GENERAL NOTES SHEET GN-2 FOR ADDITIONAL GENERAL NOTES. ARCHITECT IF THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD CONDITIONS. 1. INDICATED BUILDING, INCLUDING FOUNDATION WALLS AND FOOTINGS AND BASEMENT SLABS INDICATED ON THIS PLAN ARE TO 2. THE GRADING AND UTILITIES PLAN IS INTENDED TO DESCRIBE GRADING AND UTILITIES AND DRAINAGE ONLY. REFER TO SITE BE REMOVED FROM SITE. CONTRACTOR SHALL SECURE ANY PERMITS, PAY ALL FEES AND PERFORM CLEARING AND GRUBBING PLAN FOR GENERAL INFORMATION, AND DETAIL SHEETS FOR DETAILS. SEE MEP DRAWINGS FOR BUILDING CONNECTION 2• DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING AND DEBRIS REMOVAL PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. LOCATIONS AND DETAILS. OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL 2. SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE STORMWATER MANAGEMENT PLAN AND/OR DEMOLITION PLAN SHALL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. Companies BE INSTALLED BY THE DEMOLITION CONTRACTOR PRIOR TO START OF DEMOLITION AND CLEARING AND GRUBBING OPERATIONS. 3. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO 3. THE CONTRACTOR SHALL ABIDE BY ALL OSHA FEDERAL STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, THE STORMWATER MANAGEMENT PLAN FOR LIMIT OF DISTURBANCE AND EROSION CONTROL NOTES. BOOMS, HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE ARCHITECTURE 3. REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE 4. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE FOR USE IN FINAL LANDSCAPING. TO ELECTRIC LINES, CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY COMPANY ENGINEERING WORK AREA IN AN APPROVED OFF SITE LANDFILL, BY AN APPROVED HAULER. HAULER SHALL COMPLY WITH ALL REGULATORY ENVIRONMENTAL FEES SHALL BE PAID FOR BY THE CONTRACTOR. REQUIREMENTS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY GOVERNMENT AND 4. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES) TO THE LAND SURVEYING 4. THE CONTRACTOR SHALL SECURE ALL PERMITS FOR HIS DEMOLITION AND DISPOSAL OF HIS DEMOLITION MATERIAL TO BE LOCAL AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS FROM THE TOWN OF SOUTHOLD, SUFFOLK COUNTY AND THE STATE OF NEW YORK DOT REQUIRED TO PERFORM ALL REQUIRED WORK, REMOVED FROM THE SITE. THE CONTRACTOR SHALL POST BONDS AND PAY PERMIT FEES AS REQUIRED. BUILDING DEMOLITION OWNER AT THE END OF CONSTRUCTION. INCLUDING FOR STREET CUTS AND CONNECTIONS TO EXISTING UTILITIES. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS AND DISPOSAL OF ALL BUILDING DEMOLITION DEBRIS IN AN APPROVED FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK. 5. THE ARCHITECT OR ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. 355 Research Parkway OFF-SITE LANDFILL. THE ARCHITECT AND ENGINEER HAVE NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, Meriden,CT 06450 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR (203)630-1406 5. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFIC CONTROLLERS AS REQUIRED, ORDERED BY RESPONSIBILITY. (203)630-2615 Fax THE ENGINEER OR REQUIRED BY THE STATE AND LOCAL GOVERNING AUTHORITIES. 6. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION 6. THE CONTRACTOR SHALL PREPARE ALL MANIFEST DOCUMENTS AS REQUIRED PRIOR TO COMMENCEMENT OF DEMOLITION. 7. FILL WITHIN FORMER BUILDING FOUNDATION SHALL BE CHECKED BY TEST PIT AND PROOF-ROLLING AND SHALL BE INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR OBSERVED BY THE OWNER'S GEOTECHNICAL ENGINEER. SUBGRADE SHALL BE FORMED WITH REMOVAL AND REPLACEMENT OF COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE F NE SERVICE. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY PROVIDER TO CUT AND PLUG ALL CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM � FILL AND REMOVAL AND REPLACEMENT OF SOFT SUBGRADE MATERIAL AS ORDERED BY THE GEOTECHNICAL ENGINEER. SEE DRAINAGE SYSTEMS INCLUDING SERVICES. PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT NEW �� G M. C PIPING AT THE STREET LINE 0 AT THE MAIN, AS REQUIRED BY THE UTILITY PROVIDER, OR AS OTHERWISE NOTED OR EARTHWORK SPECIFICATIONS FOR FURTHER DESCRIPTION. 4 SHOWN ON THE CONTRACT DRAWINGS. ALL SERVICES MAY NOT TE SHOWN R THIS PLAN. THE CONTRACTOR SHALL YORK 811 72 HOURS BEFORE COMMENCEMENT OF WORK AT 811 AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED. LOCATIONS. THE CONTRACTOR SHALL PAY ALL UTILITY PROVIDER FEES FOR ABANDONMENTS AND REMOVALS. 8. THE CONTRACTOR SHALL COMPACT FILL AS DIRECTED BY OWNER'S GEOTECHNICAL ENGINEER IN MAXIMUM LIFTS OF 8" WITHIN TRENCH FILLS AND 10" LIFTS IN GENERAL EARTH WORK FILLS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 7. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN OVER SCALED DIMENSIONS. ' IW 8. THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS AND PROPERTY CORNERS DURING DEMOLITION ACTIVITIES. 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE - ANY CONTRACTOR DISTURBED PINS, MONUMENTS, AND OR PROPERTY CORNERS, ETC. SHALL BE RESET BY A LICENSED LAND GEOTECHNICAL ENGINEER. 8. IF PLANS AND OR SPECIFICATIONS ARE IN CONFLICT, THE MOST COSTLY SHALL APPLY. SURVEYOR AT THE EXPENSE OF THE CONTRACTOR. 9. UNDERDRAINS SHALL BE ADDED, IF DETERMINED NECESSARY IN THE FIELD BY THE OWNER/GEOTECHNICAL ENGINEER, AFTER 9. ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN COMPLETE DRAWING PLAN SETS FOR BIDDING AND A9OF ()CSP 9. THE DEMOLITION CONTRACTOR SHALL_ STABILIZE THE SITE AND KEEP EROSION CONTROL MEASURES IN PLACE UNTIL THE SUBGRADE IS ROUGH GRADED. CONSTRUCTION. PLAN SETS SHALL NOT BE DISASSEMBLED INTO PARTIAL PLAN SETS FOR USE BY CONTRACTORS AND E COMPLETION OF HIS WORK OR UNTIL THE COMMENCEMENT OF WORK BY THE SITE CONTRACTOR, WHICHEVER OCCURS FIRST, AS SUBCONTRACTORS OF INDIVIDUAL TRADES. IT SHALL BE THE CONTRACTOR'S AND SUBCONTRACTOR'S RESPONSIBIUTY TO OBTAIN SS REQUIRED OR DEEMED NECESSARY BY THE ENGINEER OR OWNER'S REPRESENTATIVE. THE SITE CONTRACTOR SHALL ASSUME 10. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY THE TOWN OF SOUTHOLD LAND USE COMPLETE PLAN SETS FOR USE IN BIDDING AND CONSTRUCTION. RESPONSIBILITY FOR THE MAINTENANCE OF EXISTING EROSION AND SEDIMENTATION CONTROLS AND FOR INSTALLATION OF ANY AGENT PRIOR TO THE START OF WORK ON THE SITE. NEW EROSION AND SEDIMENTATION CONTROLS AS PER THE STORMWATER MANAGEMENT PLAN, AT THAT TIME. 11. PROPER CONSTRUCTION PROCEDURES SHALL BE FOLLOWED ON ALL IMPROVEMENTS WITHIN THIS PARCEL SO AS TO 10. ALL NOTES AND DIMENSIONS DESIGNATED 'TYPICAL" APPLY TO ALL LIKE OR SIMILAR CONDITIONS THROUGHOUT THE 10. THE CONTRACTOR SHALL PUMP OUT BUILDING FUEL AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE PREVENT THE SILTING OF ANY WATERCOURSE OR WETLANDS IN ACCORDANCE WITH THE REGULATIONS OF THE DEPARTMENT OF PROJECT. FUEL TO AN APPROVED DISPOSAL AREA BY A LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH ENVIRONMENTAL CONSERVATION GUIDELINES FOR SOIL EROSION AND SEDIMENT POLLUTION CONTROL NYSDEC MANUAL. IN 11. CONTRACTOR(S) TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS OF THE WORK AND BE RESPONSIBLE FOR STATE REQUIREMENTS. ADDITION, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE "STORMWATER MANAGEMENT PLAN" CONTAINED HEREIN. THE COORDINATION OF SAME. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL BE RESPONSIBLE TO POST ALL BONDS AS REQUIRED BY THE LOCAL MUNICIPALITIES, OR SUFFOLK COUNTY 11. IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL SUSPEND SOIL AND WATER CONSERVATION DISTRICT WHICH WOULD GUARANTEE THE PROPER IMPLEMENTATION OF THE PLAN. 12. BL WILL PREPARE FINAL CONSTRUCTION DOCUMENTS SUITABLE FOR BIDDING AND CONSTRUCTION. PROGRESS SETS OF EXCAVATION WORK OF IMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT PRIOR TO THESE DOCUMENTS ARE NOT SUITABLE FOR THOSE PURPOSES. IF CLIENT ELECTS TO SOLICIT BIDS OR ENTER INTO PROCEEDING WITH FURTHER WORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR 12. ALL SITE WORK, MATERIALS OR CONSTRUCTION, AND CONSTRUCTION METHODS FOR EARTHWORK AND STORM DRAINAGE CONSTRUCTION CONTRACTS UTILIZING CONSTRUCTION DOCUMENTS THAT ARE NOT YET FINAL, CONSULTANT SHALL NOT BE OWNER'S ENVIRONMENTAL CONSULTANT. WORK SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS RESPONSIBLE FOR ANY COSTS OR DELAY ARISING AS A RESULT. MANUAL. OTHERWISE THIS WORK SHALL CONFORM TO THE STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION AND 12. THE CONTRACTOR SHALL ADHERE TO ALL OSHA FEDERAL STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, PROJECT GEOTECHNICAL REPORT IF THERE IS NO PROJECT SPECIFICATIONS MANUAL. ALL FILL MATERIAL UNDER STRUCTURES 13. THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR BOOMS, HOISTS, ETC. IN PROXIMITY OF OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO AND PAVED AREAS SHALL BE PER THE ABOVE STATED APPLICABLE SPECIFICATIONS, AND/OR PROJECT GEOTECHNICAL REPORT, DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES. ELECTRIC LINES CONTACT POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY PROVIDER FEES AND SHALL BE PLACED IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS UNDER THE SUPERVISION OF A QUALIFIED SHALL BE PAID BY THE CONTRACTOR. PROFESSIONAL ENGINEER. MATERIAL SHALL BE COMPACTED AS DIRECTED BY OWNER'S GEOTECHNICAL ENGINEER LIFTS TO 95% 14. THE CONTRACTOR SHALL COMPLY WITH CFR 29 PART 1926 FOR EXCAVATION TRENCHING AND TRENCH PROTECTION OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 AT A PERCENT OF OPTIMUM MOISTURE CONTENT PRESCRIBED REQUIREMENTS. 13. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND PEDESTRIANS BY THE OWNER'S GEOTECHNICAL ENGINEER. CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFIC CONTROLLERS AS REQUIRED OR AS 15. ALL CONSTRUCTION SHALL COMPLY WITH PROJECT MANUAL, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YOUR STATE ORDERED BY THE ENGINEER OR AS REQUIRED BY THE LOCAL GOVERNING AUTHORITIES, OR AS REQUIRED BY PERMIT 13. ALL DISTURBANCE INCURRED TO TOWN OF SOUTHOLD, SUFFOLK COUNTY OR STATE OF NEW YORK PROPERTY DUE TO DEPARTMENT OF TRANSPORTATION AND STATE OF NEW YORK BUILDING CODE IN THE ABOVE REFERENCED HEIRARCHY. IF STIPULATIONS. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC LANES AND PEDESTRIAN WALKWAYS AT ALL TIMES UNLESS WRITTEN CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER, TO THE SATISFACTION OF THE TOWN OF SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL APPLY. J APPROVAL FROM THE APPROPRIATE GOVERNING AGENCY IS GRANTED. SOUTHOLD AUTHORITY, SUFFOLK COUNTY AUTHORITY AND STATE OF NEW YORK AUTHORITY AS APPLICABLE. 14. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING 14. ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS MANUAL, AND THE LOCAL MUNICIPALITY'S Q UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. STANDARDS AND COUNTY STANDARDS AND STATE OF NEW YORK DOT SPECIFICATIONS AS APPLICABLE FOR THE LOCATION OF O UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE THE WORK. ALL CONSTRUCTION WITHIN A DOT RIGHT OF WAY SHALL COMPLY WITH ALL DEPARTMENT OF TRANSPORTATION Q CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES INCLUDING STANDARDS. WHERE SPECIFICATIONS OR STANDARDS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION OR STANDARD t O 15. IF Q ' ' SERVICES AND STORM DRAINAGE SYSTEMS. PRIOR TO DEMOLITION OR CONSTRUCTION THE CONTRACTOR SHALL CONTACT NEW SHALL BE SUPERIOR. W YORK 811 72 HOURS BEFORE COMMENCEMENT OF WORK AT 811 AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM W W LOCATIONS. IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL SUSPEND EXCAVATION WORK OF IMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT PRIOR TO 0 z 15. EXISTING WATER SERVICES SHALL BE DISCONNECTED AND ABANDONED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROCEEDING WITH FURTHER WORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR Z SUFFOLK COUNTY HEALTH DEPARTMENT AND SUFFOLK COUNTY WATER AUTHORITY. OWNER'S ENVIRONMENTAL CONSULTANT. W Q 16. EXISTING GAS SERVICES SHALL BE CAPPED AND SERVICE LINES PURGED OF RESIDUAL GAS IN ACCORDANCE WITH PRODUCT NOTES: ♦^ � L Ld APPROPRIATE GAS COMPANY REQUIREMENTS. WORK TO BE COORDINATED BY AND PAID FOR BY THE CONTRACTOR. REMOVE V J D EXISTING SERVICE PIPING ON SITE. ANY PROPANE TANKS SHALL BE PURGED OF RESIDUAL GAS BY PROPANE SUPPLIER. 1. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES FOR REVIEW AND O L O CONTRACTOR SHALL COORDINATE THIS WORK AND PAY NECESSARY FEES. APPROVAL PRIOR TO DELIVERY TO THE SITE. ALLOW 14 WORKING DAYS FOR REVIEW. 17. THE CONTRACTOR SHALL PROVIDE DISCONNECT NOTIFICATION TO THE TOWN OF SOUTHOLD BUILDING DEPARTMENT = NATIONAL GRID, AND APPROPRIATE UTILITIY COMPANIES AT LEAST THREE WEEKS PRIOR TO BEGINNING DEMOLITION. 2. CAST IRON SOIL PIPE (CISP) AND FITTINGS SHALL BE EXTRA HEAVY BELL & SPIGOT WITH NEOPRENE GASKET JOINTS IN ACCORDANCE WITH ASTM A74 do C564. O 00 V N 18. THE CONTRACTOR IS RESPONSIBLE FOR SECURING A DEMOU11ON PERMIT FROM THE TOWN OF SOUTHOLD BUILDING DEPARTMENT AND MUST FURNISH THE REQUIRED APPLICATION MATERIAL AND PAY ALL FEES. 3. COPPER PIPE SHALL BE TYPE K TUBING WITH COMPRESSION FITTINGS. 19. BACK FILL DEPRESSIONS, FOUNDATION HOLES AND REMOVED DRIVEWAY AREAS IN LOCATIONS NOT SUBJECT TO FURTHER 4. GAS PIPE MATERIAL SHALL BE PER GAS COMPANY REQUIREMENTS. n U EXCAVATION WITH SOIL MATERIAL APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER AND COMPACT, FERTILIZE, SEED AND 5. POLY VINYL CHLORIDE PIPE (PVCP) FOR STORM PIPING SHALL HAVE BUILT-IN RUBBER GASKET JOINTS. PVCP SHALL MULCH. BUILDING FOUNDATION AREA TO BE BACK FILLED IN LIFT THICKNESS AS DIRECTED BY THE OWNER'S GEOTECHNICAL CONFORM TO ASTM D-3034 (SDR35) WITH COMPRESSION JOINTS AND MOLDED FITTINGS. PVCP SHALL BE INSTALLED IN ENGINEER WITH GRAVEL FILL. COMPACT TO 95% MAX. DRY DENSITY PER ASTM D1557 OR AS DIRECTED BY OWNER'S ACCORDANCE WITH THE DETAILS; ASTM-D2321 AND MANUFACTURERS RECOMMENDED PROCEDURE. GEOTECHNICAL ENGINEER AT PERCENTAGE OF OPTIMUM MOISTURE CONTENT. EMPLOY WATERING EQUIPMENT FOR DUST CONTROL, 6. PVC PIPE FOR SEPTIC PIPING SHALL BE SCHEDULE 40 WITH SOLVENT CEMENT JOINTS. 20. THE CONTRACTOR SHALL REPAIR PAVEMENTS BY INSTALLING TEMPORARY AND PERMANENT PAVEMENTS IN PUBLIC RIGHTS 7. MANHOLE SECTIONS AND CONSTRUCTION SHALL CONFORM TO ASTM C-478. OF WAYS AS REQUIRED BY LOCAL GOVERNING AUTHORITIES AND THE NEW YORK STATE DOT AS APPLICABLE AND PER PERMIT REQUIREMENTS DUE TO DEMOLITION AND PIPE REMOVAL ACTIVITIES. 8. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWER 12" OR GREATER IN DIAMETER SHALL BE HI-0 SURE-LOK 10.8 PIPE 21. THE CONTRACTOR SHALL RESTORE ANY UTILITY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, DRAINAGE AS MANUFACTURED BY HANCOR INC. OR APPROVED EQUAL HDPE PIPE SHALL HAVE SMOOTH INTERIOR AND CORRUGATED STRUCTURE, SWALE, PAVEMENT MARKINGS OR LANDSCAPED AREAS DISTURBED DURING DEMOU11ON TO THEIR ORIGINAL EXTERIOR AND SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S. PIPE SECTIONS SHALL BE JOINED WITH CONDITION OR BETTER TO THE SATISFACTION OF THE OWNER, TOWN OF SOUTHOLD, SUFFOLK COUNTY, OR STATE OF NEW BELL-AND-SPIGOT JOINT MEETING THE REQUIREMENTS OF AASHTO M294. THE BELL SHALL BE AN INTEGRAL PART OF THE YORK. PIPE AND PROVIDE A MINIMUM PULL-APART STRENGTH OF 400 POUNDS. THE JOINT SHALL BE WATERTIGHT ACCORDING TO THE REQUIREMENTS OF ASTM D3212. GASKETS SHALL BE MADE OF POLYISOPRENE MEETING THE REQUIREMENTS OF ASTM F477. 22. THE CONTRACTOR SHALL CUT AND REMOVE AT LUMINAIRE AND SIGN LOCATIONS ANY PROTRUDING CONDUITS TO 24" ALTERNATIVE HDPE PIPE MAY BE USED IF APPROVED BY THE ENGINEER AND OWNER'S CONSTRUCTION MANAGER PRIOR TO BELOW GRADE. THE CONTRACTOR SHALL REMOVE ALL CABLE AND CONDUCTORS FROM REMAINING LIGHTING AND SIGNING ORDERING. CONDUITS TO BE ABANDONED. ANY REMAINING LIGHTING TO REMAIN IN PLACE SHALL BE RECIRCUITED OR REWIRED AS 9. HIGH DENSITY POLYETHYLENE " �n � •- m „- NECESSARY TO REMAIN IN OPERATION. (HDPE) STORM SEWER LESS THAN 12 IN DIAMETER SHALL BE HI-Q PIPE AS MANUFACTURED z BY RANCOR INC. OR APPROVED EQUAL HDPE PIPE SHALL HAVE SMOOTH INTERIOR AND CORRUGATED EXTERIOR AND SHALL 0N 23. NO WORK ON THIS SITE SHALL BE INITIATED BY THE CONTRACTOR UNTIL A PRE-CONSTRUCTION MEETING WITH OWNER AND MEET THE REQUIREMENTS OF AASHTO 252, TYPE S. PIPE SECTIONS SHALL BE JOINED WITH COUPLING BANDS OR EXTERNAL THE CIVIL ENGINEER IS PERFORMED. THE CONTRACTOR SHOULD BE AWARE OF ANY SITE INFORMATION AVAILABLE SUCH AS SNAP COUPLERS COVERING AT LEAST 2 FULL CORRUGATIONS ON EACH END OF THE PIPE. SILT-TIGHT (GASKET) CONNECTIONS GEOTECHNICAL AND ENVIRONMENTAL RE SHALL INCORPORATE A CLOSED SYNTHETIC EXPANDED RUBBER GASKET. MEETING THE REQUIREMENTS OF AASHTO D1 00056. THE CONTRACTOR SHALL HAVE NEW YORK 811 MARK OUTS OF EXISTING UTILITIES COMPLETED PRIOR TO MEETING, GRADE 2A2. GASKETS SHALL BE INSTALLED ON THE CONNECTION BY THE PIPE MANUFACTURER. ALTERNATIVE HDPE PIPE MAY NBE USED IF APPROVED BY THE ENGINEER AND OWNER'S CONSTRUCTION MANAGER PRIOR TO ORDERING. a 24. THE CONTRACTOR SHALL ARRANGE FOR AND INSTALL TEMPORARY OR PERMANENT UTILITY CONNECTIONS WHERE INDICATED N ON 10. DUCTILE IRON PIPE SHALL CONFORM TO AWWA C151 FOR CLASS 52 WITH CEMENT LINING IN ACCORDANCE WITH ANSI A LAN OR AS REQUIRED. MAINTAIN U N SERVICES TO BUILDINGS TO REMAIN. CONTRACTOR TO COORDINATE WITH UTILITY a PROVIDERS FOR INSTALLATION AND PAY UTILITY PROVIDER FEES. 21.4. FOR WATER MAINS AND SERVICES 3" ID AND LARGER. JOINTS SHALL BE MADE WITH CONCRETE THRUST BLOCKS OR w WITH MEGAULUG RETAINER GLANDS OR WITH RODDING IN ACCORDANCE WITH PROJECT MANUAL SPECIFICATIONS AND IN a 25. THE CONTRACTOR SHALL NOT COMMENCE DEMOLITION OR UTILITY DISCONNECTIONS UNTIL AUTHORIZED TO DO SO BY THE ACCORDANCE WITH WATER UTILITY PROVIDER REQUIREMENTS TO EXTEND A MINIMUM OF 2 PIPE LENGTHS IN EITHER DIRECTION w OWNER. FROM FITTINGS AND ELBOWS (40 FT MINIMUM). ALL OTHER JOINTS SHALL BE PUSH ON WITH RUBBER GASKETS (TYTON). USE a OF OTHER TYPES OF RETAINER GLANDS SHALL REQUIRE USE WITH CLASS 53 OR GREATER DUCTILE IRON PIPE. DI STORM PIPE 26. THE CONTRACTOR OR DEMOUTION CONTRACTOR SHALL INSTALL TEMPORARY SHEETING OR SHORING AS NECESSARY TO SHALL BE PUSH ON JOINT WITH RUBBER GASKET. o PROTECT EXISTING AND NEW BUILDINGS AND UTILITIES DURING CONSTRUCTION AND DEMOLITION. SHEETING OR SHORING SHALL z BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN THIS STATE AND EVIDENCE OF SUCH SUBMITTED TO THE OWNER PRIOR TO INSTALLATION. J a,> 27. NO SALVAGE SHALL BE PERMITTED UNLESS PAID TO THE OWNER AS A CREDIT. oM 28. ANY EXISTING POTABLE WELL AND ANY EXISTING SEPTIC TANKS/ABSORPTION AREAS SHALL BE ABANDONED AND REMOVED N PER THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND SUFFOLK COUNTY HEALTH CODE REQUIREMENTS. z o N woo 29. ARCHITECT OR ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE EMPLOYED DURING CONSTRUCTION. w o� THE ARCHITECT AND ENGINEER HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, uJ JOBSITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY, AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR o RESPONSIBILITY. v z� X 30. THE CONTRACTOR SHALL COMPLY WITH CFR29 PART 1926 FOR EXCAVATION, TRENCHING, AND TRENCH PROTECTION M REQUIREMENTS. Designed K.A.K. N 31. THE EXISTING BUILDING AND PARKING AREA AND DRIVEWAYS SHALL REMAIN OPEN FOR NORMAL BUSINESS OPERATIONS Drawn K.A.K. i UNTIL COMPLETION AND OCCUPATION OF THE NEW BUILDING. Checked K.M.I. c� 3 a Approved M.M.C. 0 Scale v Project No. 15C5450 U z Date 09/10/15 CAD File: GN15C545001 0 Title to ul U GENERAL NOTES U FEB 24 2016 a i� Southold Town 0 Sheet No. o LO U N In Y m GN - 1 N N 2016 BL COMPANIES. INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON. FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. X UTILITIES CONSTRUCTION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, TO SECURE CONSTRUCTION PERMITS AND FOR PAYMENT OF FEES FOR STREET CUTS AND CONNECTIONS TO EXISTING UTILITIES. Companies 2. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTEC11ON OF VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES AND UNIFORMED TRAFFIC CONTROLLERS AND UNIFORMED TRAFFIC ARCHITECTURE OFFICERS AS REQUIRED, OR AS ORDERED BY THE ENGINEER OR AS REQUIRED BY THE LOCAL GOVERNING AUTHORITIES OR AS ENGINEERING REQUIRED BY PERMIT STIPULATIONS. ENVIRONMENTAL 3. THE PLAN DETAILS SITE INSTALLED PIPES UP TO 5' FROM THE BUILDING FACE. REFER TO DRAWINGS BY OWNERS CHOICE LAND SURVEYING FOR BUILDING CONNECTIONS. SITE CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY AT BUILDING CONNEC11ON POINT OR AT EXISTING UTILITY OR PIPE CONNECTION POINT. 355 Research Parkway 4. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS Meriden,CT 06450 PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE PROPOSED SANITARY SEWERS (203)630-1406 AND WHERE PROPOSED STORM PIPING WILL CROSS EXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE (203)630-2615 Fax UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL CONTACT THE CIVIL ENGINEER IN THE EVENT OF ANY DISCOVERED OR UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED SANITARY SEWERS, STORM PIPING AND UTILITIES SO THAT AN ,y ,. n . APPROPRIATE MODIFICATION MAY BE MADE. 5. UTILITY CONNECTION DESIGN AS REFLECTED ON THE PLAN MAY CHANGE SUBJECT TO UTILITY PROVIDER AND GOVERNING Of NEIv C Y� AUTHORITY STAFF REVIEW. �P��VE M• 6. THE CONTRACTOR SHALL ENSURE THAT ALL UTILITY PROVIDERS AND GOVERNING AUTHORITY STANDARDS FOR MATERIALS e, s AND CONSTRUCTION METHODS ARE MET, THE CONTRACTOR SHALL PERFORM PROPER COORDINATION WITH THE RESPECTIVE G' O t[ UTILITY PROVIDER. oil 7. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY PROVIDERS FOR SERVICE m ' s INSTALLATIONS AND CONNECTIONS. THE CONTRACTOR SHALL COORDINATE WORK TO BE PERFORMED BY THE VARIOUS U11UTY Zip' PROVIDERS AND SHALL PAY ALL FEES FOR CONNECTIONS, DISCONNECTIONS, RELOCATIONS, INSPECTIONS, AND DEMOLITION Fp UNLESS OTHRWISE STATED IN THE PROJECT SPECIFICATIONS MANUAL AND/OR GENERAL CONDITIONS OF THE CONTRACT. AR��ESS1Cy�P� 8. ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT. AFTER UTILITY INSTALLATION IS COMPLETED, THE CONTRACTOR SHALL INSTALL TEMPORARY AND/OR PERMANENT PAVEMENT REPAIR AS DETAILED ON THE DRAWINGS OR AS REQUIRED BY THE OWNER HAVING JURISDICTION. 9. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 10. SANITARY OR SEPTIC LATERAL SHALL MAINTAIN (10' MIN. HORIZONTAL 1.5' VERTICAL MIN.) SEPARATION DISTANCE FROM WATER LINES, OR ADDITIONAL PROTECTION MEASURES WILL BE REQUIRED WHERE PERMITTED, WHICH SHALL INCLUDE CONCRETE ENCASEMENT OF PIPING UNLESS OTHERWISE DIRECTED BY THE UTILITY PROVIDERS AND CIVIL ENGINEER. 11. RELOCATION OF UTILITY PROVIDER FACILITIES SUCH AS POLES, SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY PROVIDER. 12. THE CONTRACTOR SHALL COMPACT THE PIPE BACKFILL IN 8' LIFTS ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED PER THE TRENCH DETAILS AND IN AREAS OF ROCK EXCAVATION. 13. CONTRACTOR TO PROVIDE STEEL SLEEVES AND ANNULAR SPACE SAND FILL FOR UTILITY PIPE AND CONDUIT CONNECTIONS UNDER FOOTINGS. 14. BUILDING UTILITY PENETRATIONS AND LOCATIONS ARE SHOWN FOR THE CONTRACTOR'S INFORMATION AND SHALL BE J VERIFIED WITH THE BUILDING MEP DRAWINGS AND WITH THE OWNER'S CONSTRUC11ON MANAGER. 15. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION FOR APPROVAL PRIOR TO BACKFILLING, IN ACCORDANCE WITH THE Q APPROPRIATE UTILITY PROVIDER REQUIREMENTS. AR � � O 16. A ONE—FOOT MINIMUM VERTICAL CLEARANCE BETWEEN WATER, GAS, ELECTRICAL, AND TELEPHONE LINES AND STORM W Q PIPING SHALL BE PROVIDED. A SIX—INCH MINIMUM CLEARANCE SHALL BE MAINTAINED BETWEEN STORM PIPING AND SANITARY SEWER WITH A CONCRETE ENCASEMENT. AN 18—INCH TO 6—INCH VERTICAL CLEARANCE BETWEEN SANITARY SEWER PIPING AND O STORM PIPING SHALL REQUIRE CONCRETE ENCASEMENT OF THE PROPOSED PIPING. W W 17. SITE CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO 0 Z z BUILDING STUB OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. W Q W 18. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE RIMS AND D VALVE COVERS TO BE RAISED OR LOWERED FLUSH WITH FINAL GRADE AS NECESSARY. (D 19. THE CONTRACTOR SHALL RESTORE ANY U1ILITY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, DRAINAGE O O STRUCTURE, SWALE, PAVEMENT MARKINGS OR LANDSCAPED AREAS DISTURBED DURING CONSTRUCTION, TO THEIR ORIGINAL 6 CONDITION OR BETTER TO THE SATISFACTION OF THE OWNER, TOWN OF SOUTHOLD. SUFFOLK COUNTY, AND STATE OF NEW O U YORK. � CV 20. INFORMA11ON ON EXISTING UTILITIES AND STORM DRAINAGE HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING L.L n UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. L.J.. (� UTIL111ES AND STORM DRAINAGE ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE INCLUDING SERVICES. CONTACT NEW YORK 811 AT 811 72 HOURS PRIOR TO CONSTRUCTION AND VERIFY ALL UNDERGROUND AND OVERHEAD UTILITY AND STORM DRAINAGE LOCATIONS. THE CONTRACTOR SHALL EMPLOY THE USE OF A UTILITY LOCATING COMPANY TO PROVIDE SUBSURFACE UTILITY ENGINEERING CONSISTING OF DESIGNATING UTILITIES AND STORM PIPING ON PRIVATE PROPERTY WITHIN THE CONTRACT LIMIT AND CONSISTING OF DESIGNATING AND LOCATING WHERE PROPOSED UTIL111ES AND STORM PIPING CROSS EXISTING UTILITIES AND STORM PIPING WITHIN THE CONTRACT LIMITS. 21. THE CONTRACTOR SHALL ARRANGE AND COORDINATE WITH U1ILITY PROVIDERS FOR WORK TO BE PERFORMED BY UTILITY PROVIDERS. THE CONTRACTOR SHALL PAY ALL UTILITY FEES UNLESS OTHERWISE STATED IN THE PROJECT SPECIFICATION MANUAL AND GENERAL CONDITIONS, AND REPAIR PAVEMENTS AS NECESSARY. 22. INSTALLA11ON OF ELECTRIC, AND TELEPHONE SERVICES SHALL BE EXTENDED FROM THE EXISTING BUILDING OR AS DIRECTED BY PSEG LONG ISLAND OR GOVERNING UTILITY COMPANY. 23. ALL WATER LINES TO HAVE A MINIMUM COVER OF 4.5 FEET. ALL LINES SHALL BE BEDDED IN 6" SAND AND INITIALLY BACKFlLLED WITH 12' SAND. 24. ALL WATER MAINS, WATER SERVICES AND SANITARY SEWER LATERAL SHALL CONFORM TO THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, APPLICABLE WATER UTILITY PROVIDER SPECIFICATIONS, AS WELL AS TO OTHER APPLICABLE INDUSTRY CODES AND PROJECT SPECIFICATIONS FOR POTABLE WATER SYSTEMS. o 25. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE M OWNER, ENGINEER, AND APPROPRIATE REGULATORY AGENCIES PRIOR TO INSTALLATION. M 26, THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS WITHOUT INTERRUPTION a UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNERS, THE CIVIL ENGINEER, UTILITY PROVIDERS AND GOVERNING m AUTHORITIES. I LuQ 27. ANY EXISTING POTABLE WELL AND ANY SEPTIC TANKS/ABSORPTION AREAS TO BE REMOVED SHALL BE ABANDONED AND REMOVED PER THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND SUFFOLK COUNTY HEALTH CODE REQUIREMENTS. a w 28. THE CONTRACTOR MAY SUBSTITUTE MASONRY STRUCTURES FOR PRECAST STRUCTURES IF APPROVED BY THE CIVIL Q ENGINEER AND ALLOWED BY THE GOVERNING AUTHORITY ENGINEER OR OTHER GOVERNING AUTHORITY. o z a J N>: 4)w O \ V) aJ 00 W 0- 6 z.= CU In X X Designed K.A.K. Drawn K.A.K. N Checked K.M.I. I Approved M.M.C. 3 Scale 0 o Project No. 15C5450 .rD Date 09/10/15 U E C to jCAD File: FEB 2 4 2016 3 • Title LO Southold Town In Planning BoardLn GENERAL NOTES 10U N O 0 Sheet No. LO o _ .r v 0 � . GN -2 0 04 X (02016 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON. FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. 5 1. SET POSTS AND 2. ATTACH FILTER FABRIC POSTSEXCAVATE A 6"X6" SILT TO THE POSTS •• TRENCH, SET POST FENCE AND EXTEND IT TO DOWNSLOPE. THE TRENCH. ANGLE 10' UPSLOPE FOR STABILITY AND SELF CLEANING 1" REBAR FOR BAG Companies 100' :• REMOVAL FROM INLET 2" SEE PLANS FOR WIDTH " 2 ARCHITECTURE ENGINEERING \�\ / 12 MIN. / ENVIRONMENTAL �\//�\.••j DEPTH \� �_. i\ 1-1/2- LAND LAND SURVEYING /\ 2-1/2- ...... •o .• 'o �o 'o o . •o " 355 Research Parkway . o, o.o•• o• •» , Meriden(203)630-140650 .o,o •• •.... (203)630-2615 Fax 3. BACKFILL THE EXPANSION • .... '•. 1-1/2" WEARING COURSE TRENCH AND RESTRAINT • •• °•' COMPACT THE RESRESNYLON • EXCAVATED SOIL. 1/4 ROPE o 2-1/2" BINDER COURSE SILTSACK 3' NtF Al 4" CMPACTED BASE CV COMPACTED 2"x2"x3/4" u ' 3/4-OSTONE BLEND OROURSE OFr• C�yO BACKF RUBBER CRUSHED CONCRETE NOTE. CO l�,J' '4Q /i/%/�\\.: : j//\/\ \ BLOCK IN4" TO BE COMPLETED �0 ALL DEPTHS SHOWN ON THIS n y w j; :• p p PLAN ARE AFTER COMPACTION 2 2 BOTTOM OF DRAINAGEWAY t 'QOF 4 PARKING AREAS Ess1c,� NOTE: REGULAR FLOW = 40 GAL./MIN./SF o 3 B 6 HIGH FLOW = 200 GAL./MIN./SF P o BITUMINOUS CONCRETE PAVEMENT SECTIONS n �r a .n ,�. • S A LL- J> n p: N.T.S. ZPC-005 n ELEVATION p POINTS "A" SHOULD BE HIGHER THAN POINT "B". PLAN VIEW SILT FENCE BARRIER N.T.S. CTEC-003 SILTSACK DETAIL N.T.S. BLEC-005 Q0 W Q O W z z W Q Ill EXPANSION JOINTS 20'-0" oc. MAXIMUM D G 4 SPACES ® 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN O� O 0 O SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN U DUMMY JOINT( TYP.) 00 O 00 10'-0"t 6„ Z A ,' 1 — MINIMUM 6'-0" 1/4" PITCH L a U z w a it a r.{ :•:, JOINTR=1" R=1/4" W r'. ••t kms. 'y. w K', V) 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT —�I-"— SURFACE ' _W OF 6" of LAWN OR PLANTING IF SHOWN ON SITE PLAN PAVEMENT PAV'T. 00 CURB OR GUTTER LINE '. 1„ PLAN VIEW 9" DUMMY JOINT 6" x 6" W1.2xW1.2 WWF N.T.S. DUMMY JOINT z 4" 1/2" EXPANSION JOINT O WITH SEALANT V) CONCRETE CURBING N.T.S. ZPC-054 8" 8" ROLLED GRAVEL BASEAL ft6 a M ItN I SECTION A—A w Q w a CONCRETE SIDEWALK DETAIL U N 0 N.T.S. BLSR-001 z O Q' tD O N N 00 5 0� w o� 0 z.= X X Designed K.A.K. N Drawn K.A.K. i Checked K.M.I. Approved M.M.C. 0 Scale 0 0 Project No. 15C5450 o Date LO 09/10/15 DE C �(/ (� CAD File: U I�C DN15C545001 0 FEB 4 2016 Title LOLO 0 U Southold yawn SITE U, Planning Board DETAILS v V) m 0 i r:ar..,csx•,n.•wr•;nxx..;•waavanx.••ryn.,xwnrs;aw,,anrw 0 Sheet No. U W10 M DN - 1 C� N N C41 y (f I9niR RI f`nNPANIFC IN(` TNRCF nRAWINGC CHAI I NnT RF I1T1117Fn qY 4NY PFRCnN FIRAA nR /`nRPnRATInN unrunnT Tuc CPFMFif` WRITTEN PGRIJICCInN nF ql f`n4iP ANIFC X EDGE OF TRENCH SUPPORT SYSTEM AS REQUIRED TRENCH WIDTH ROUNDED CONCRETE TOP O.D. + 2'-0" MIN. /��j�� j� • PAINTED YELLOW Companies SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM ARCHITECTURE OR AS APPROVED BY SITE ENGINEERo ENGINEERING COMPACTED TO 95% MAX. DRY DENSITY I 6" DIA. STEEL POST FILLED WITH CONCRETE WIDTH „W I, ENVIRONMENTAL IN LIFTS (8" TYPICAL) PER ASTM � '� I2' TYP. (ONE-LANE) 2LAND SURVEYING IlIf 0 D1557 (MODIFIED PROCTOR TEST) AND PAINTED YELLOW 1}4 r y NE +TYP. (TWO-LANE) n Meriden,CT 06450 SO 6 6 4 00 3/4" CRUSHED STONE GRADE 355 Research Parkway • t3 CRUSHED STONE OR GRAVEL .60 O O� � (203)630-1406 OA "•' , (203)630-2615 Fax GEOTEXTILE STABILIZATION 1:2 SLOPE TYP. Op INSTALL CLAY DAM WATER STOP � '• 6" MIN. Opo _ STRENGTH CLASS aca � .,. ..�. . , O 2 (MIN.) THICKNESS AT 50' C-C O a ;a GRADE TO GRAIN 1'-0" MIN. $,9 6 8 I I I— I I I 1=Z i FILL MEETING fiHE REQUIREMENTS IN DIRECTION OF DIRECTION Po pF NEW IN ROCK Vu Op " 0 y I I I III IIF MIN. 18" DIA. 4 SURFACE FLOW RUNOFF FLOW 11-0. O.D. 1'-0" BOTTOM OF TRENCH III=II = OF EMBANKMENT MATERIAL OF SURFACE y `' ' —I I I CONCRETE BASE \'1 —�W"� 2 MAX, a SPECIAL FOUNDATION IF ORDERED BY i II I IT R#+ ENGINEER - 3/4' CRUSHED STONE m - —I i ZcS' TO BE INSTALLED TO DEPTH F DETERMINED BY GEOTECHNICAL ENGINEER pA C _ IN PEAT AND UNSUITABLE SOIL AREAS 90FESStc��P PROTECTIVE POST (BOLLARD) DETAIL- N.T.S. BLSE-005 TYPICAL SANITARY SEWER TYPICAL CONSTRUCTION ENTRANCE TRENCH SECTION N.T.S. CT DEEP CE-2 N.T.S BLSS-010 J Q 0 SOIL/AGGREGATE STOCKPILE OF W Q EXISTING SITE MATERIAL TO BE REUSED AND/OR NEW MATERIAL 0 W TO BE INSTALLED IN THE WORK z z W Q W DIRECTION OF RUN-OFF 1" DIA. HOLE, TYP. Ur FLOW (TYP.) WITH J" REBAR O U-) EMBEDDED 12" INTO 0) 0 PAVEMENT O = NOTES: O 00 U 1. ALL EXISTING EXCAVATED MATERIAL O oil THAT IS NOT TO BE REUSED IN THE WORK IS TO BE IMMEDIATELY REMOVED LL FROM THE SITE AND PROPERLY ^ U DISPOSED OF. 2. SOIL/AGGREGATE STOCKPILE SITES TO PLAN BE WHERE SHOWN ON THE DRAWINGS. 3. RESTORE STOCKPILE SITES TO PRE-EXISTING PROJECT CONDITION AND 6'-0" RESEED AS REQUIRED. 4. STOCKPILE HEIGHTS MUST NOT 12" EXCEED 35'. STOCKPILE SLOPES MUST DOUBLE ROW OF SILT FENCING BE 2:1 OR FLATTER. MATERIALS STOCKPILE DETAIL N.T.S. BLEC-006 FRONT ELEVATION z 0 V) m 5 1/2" #4 REINFORCING RODS am N I Q W " 7 w 2 1/2" • • a U 1D" 0 z Q J N� SIDE ELEVATION o� PRECAST CONCRETE WHEEL STOP 5 N.T.S. ZPC-041 � o T d z� X X X Designed K.A.K. N Drawn K.A.K. N Checked K.M.I. 0 Approved M.M.C. v Scale Project No. 15C5450 0 D �](/ (� Date 09/10/15 z -.'___"'�_f- LC CAD File: U D DN15C545001 4� 2016 • EB 2' Title to Planning Board SITE V to Southold Town 0 v DETAILS In m 0 Sheet No. 0 LO LO W 1[) coN DN -2 N n �1l� C7 n Ionia RI rnup ANIFQ INf TNFCF npAWWCC CNAI I WnT RP IIT1117Pn RY ANY PFP(ZnN FIAW OP MPPnPAT1l1N 1MTWnIIT TNF QPF!`Wlr WRITTEN PFRAAQCinm nr RI rnupANIFC X ° Southold Town Hall BOARD MEMBERS Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes �� Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning � , „ 54375 Main Road(at Youngs Avenue) g g Southold,NY 11971 Kenneth Schneider http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 MEMO TO: Planning Board II� yJ FROM: Leslie K. Weisman, ZBA Chairperson l 2 4 DATE: February 24, 2016 aNtll6�-d fov nn NarWqi Board SUBJECT. Request for Comments ZBA #6941 —Terp, Al Jr, The ZBA is reviewing the following application, and enclosed copies of, ZBA application, and latest map. The Planning Board may be involved under the site plan review steps under Chapter 280 (Zoning), and your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. - .. m„_ .l ZBA. ... HEARIN NAME TAX#/ G VARIA�W�_.. -�_ � ._. NCE PLANS PREPARER ZONE DATE DATE STAMPED P, TERAL Jr. 102.-5-4 —#694-"1' ""---4/7—/16 280-46 . ........ _.. 4/24/16 BL COMPANIES & 102.-5- 9.6 ....... .m HB...Zone — ...,.._. m..... Your comments are appreciated by one week prior to above hearing date.. Thank you. Ends. ,16270602 PINZINO PINZINO PAGE 02/02 FORM NO. 3 TOWN Off' SOUTHOLD BUILDING MPA.RTMENT SOUTHOLD, N.X. NOTICE OF DISAPPROVAL DATE: December 7, 2015 AMENDED:January 11, 2016 TO: Pirtzirxo &Pi.tt. 'o Esq. 160 Plandome +gad Manhasset,NX 1030 Please take notice that yl ur request dated November 2. 20115 For permit to c istruct a 5 3 s e toot-Lf4a dLba ldin at Vocation of property:Z80-5 l oz��ate;25N Cut lto County Tax Map No. 100 •- Section 102 Blocks Lot 3,4 &9.6 Is returned herewith and disapproved on the following grounds: `ke posed e o !o ioa cin this confoxmin .58,985 snsgUg_footpg rcel in ; ° rid t]N usie� .. District t:io� itted;pu ,uaa t to le X S Cc tion 2. 6 1 cIa states "No buitdin o et tasty shall 1 e se:d tt rto ktt�ild rt rt thereof shall be emoted of altea'ed a e to tj'4-q_BukScheduJe -Pis ke c1 to t,-gj ec fpforiie e. 1 e same force 1 �d ifs h z LpadWS la r l' l S an �.__I _._.._ tons av ec set 1t .herreWtn ir�t, t „ 'ull >c e lti a rcc os apL,uuntut...�. .. dsilh4d of l IdovviFosed ce xastifi�x the ste;tur urill ave a frottt ?ar setback of 5 feet. Fur r z r--t- , the TO c?s con. 8 action re wires itan [c�ya�re�rrt the 5 1%9+�' o�rn P9a i pGoaral. h lease tram s r�rr , re ajg:M1 a e v t��w�:.rryzz e!, i+r �t�sr re a�a el, t 4iA tie r zi 7l rs Vva cDin, rpt* d lva.v amended n nu Ul t din x cw. � _. Alit ori Signaturc Cc:File,ZBA, Planning a... ,� ., FORM NO. 3 t ` TOWN OF SOUTHOLD +� BUILDING DEPARTMENT '-- • SOUTHOLD, N.Y. .' NOTICE OF DISAPPROVAL 4 DATE: November 18, 2015 TO: Pinzino & Pinzino Esq. 160 Plandome Road Manhasset, NY 11030 Please take notice that your request dated November 2, Z01.5 For permit to construct a 5,57.3 square foot retail building at Location of property: 28095 Route 25, Cutchogue, NY County Tax Map No. 1000—Section 102 Block 5 Lot 4 Is returned herewith and disapproved on the following grounds: The ( constctioran this Catr � �trce, � ess � , scS8,_ 85 scarct¢) f� � 1e � �lli � rict not permitted pursuant to Article X Section 280-46 which states,• "No buikLj pg LKs!!mages shall lag r:;rsecl ������„no builclin cj?5tr� tl�c����1's&�sll lac���ct„01 or altered in timmin 1113 Distr rc l unless the same c,onfiortris to the Bulk Sc,l cdule and P arki '(111d l oacltiag h(Ldki les anacor caaled into this ch—p „,by re er raves wr r41�„�wli�sti�r�e icar��, xrricl llcc..¢.�i� i1"srIcir rcg�il�rtiralt* crc,sett forth herein in full." Bulk Schedule requires a minimum front yard setback of 15 feet. F c 11 r ri t,l ar cxpcisc c1 i rastr•trction, llrc str uctlar� will have ti rronl y�atd s�llicac of 5 le eL 1".uLLrllr riiicarc, flL.1voposed C01IS11LICtioti recltig7scs site pl tt.,g rlalrrc.r tl licr11'i the Sou liol;cl'1"owu 11lang7r.rig,lloar'cl, rirc: b: Fee: Filed By: Assignment No, APPLICATION TO THE SOUTHOLDALS AREA VARIANCE House No.28095 Street, Route 25 1lamlet �"utoi�o ue SCTM 1000 Section 102 Block5 Lot(s) 3,4&9.6 Lot Size 58985 Zone HB I(WE)APPEAL THE WRITTEN DETERMINATION OF THE'BUILDING INSPECTOR DATED January 11, 2016 BASED ON SURVEY/SrrE PLAN DATED-,9.2 t 5 Aaltcant pl (s)/Owraea-(s): Al Terp Al Terp Jr Mailing Address:c/o Pat Moore 51020 Main Road NY 11 971 Telephone: (631' 765-4330 Fax: (631)765-4643 ail: Dcmoore , 00reattys,com NOTE: In Llditl9.n o tl as aabove,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Patricia C. Moore for(X) Owner() ther: Address: 51020 Main Road Southold NY 11971 Telephone: 631-765-4330 Fax: 631-766-4643Email a�rr� �Ii lri�l a t s ;oro Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR 1tEVIEWED S, 1JRVI+Y/Sl"1,1, PLAN DATED.9-2015 and DENIED AN APPLICATION DATED January 11, 20 R: (�Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( }Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: X Secti p n: _4Sul�sc�ctia�arl: Type of Appeal. An Appeal is made for: (X)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280- . ( )Interpretation of the Town Code,Article. Section _- - ( )Reversal or Other A prior appeal(,X) has, has not been tndde at any tiltm with respect tta dais aaroptrt , UNDER Appeal No(s). 10[4 " Year(s). 1 ll (Please be sure o research before completing this question or call our olf1ce for assn"stanca " Name of Owner: ZBA File# REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to nn pursue,other than an area variance,because: L� 3.The amount of relief requested is not substantial because.. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: 1Aj W V ✓ 5.Has the alleged difficulty been self created? { }Yes,or {}No Why: Are there any Covenants or Restrictions concerning this land? { }No { }Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. ...... ..... . _ :rMivair;e of Applicant or Authorized Agent 1 (Agent must submit written Authorization from Owner) we rma•to before me this l day of 20 '1 U . o—, Wary PbNic u BETSY A.PERKINS Notary Public,State of New York No.01 PE6130636 Qualified In Suffolk County�,� 1 Commission Expires July 18 REAS O 'S FOR APPEAL La'l kdexyais/xeeft may b ued with prekarer's•shmatur rtotarkah'- AREA VARMNCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The proposed building has been designed to be an extension of the existing building. The existing building is at 15 feet from the property line with a roof overhang which extends 10 feet and provides a covered walkway between the tenants. The proposed building will continue the overhang in line with the adjacent building to protect the pedestrian walkways. The existing commercial development promotes pedestrian activity and a "walkable hamlet". (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: The overhang connects to the adjacent existing building. The owner's development design can not be achieved if the building is Set back or the overhang is eliminated. In addition the parking lot in the rear of the buildings provides parking for both the complex and also as public parking for the benefit of the Cutchogue hamlet. Pushing the building away from the front property line will reduce the municipal parking which is presently leased by the Town of Southold from the applicant. (3) The amount of relief requested is not substantial because: The building is a conforming 151,however,the roof overhang encroaches into the front yard. The covered walkway protects the pedestrian activity and promotes the pedestrian movement in the hamlet. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: No adverse environmental or physical impact to the neighborhood or the district will be caused by the variance. The proposed development will be connected to public water (provib,,usly connected to a well) and the proposed building will conform to the newest safety cooties: (5) Has the alleged difficulty been self-created? ( )Yes,or (X)No. The proposed 641iiing will be a continuation of an existing building which was constructed under a previous code. The continuation of the setbacks for uniformity of design and function necessitates the variance. Are there Covenants and Restrictions concerning this land: E No. 0 Yes (Please-furnish APPLICANT'S PROJECT DESCRIPTION APPLICANT: Al Terp DATE PREPARED: 1.For Demolition of Existing Building Areas Please describe areas being removed:_ _...................... existing 33'x 63' building H.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Dimensions of new second floor: Dimensions of floor above second level: Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: .._ 5,573 new building with overhang for walkway IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property:ttY: _. ....w___�....... Proposed increase of building coverage: Square footage of your lot: Percentage of coverage of your lot by building area V.Purpose of New Construction: redevelopment of commercial property VI.Please describe the land contours (flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): flat orovertv, a commercial property ontai'nin multiple tenants tc etl err r N�'t�arkin for the tenants ands ubli'c parking with a municipal lease. Please submit 8 sets of photos,labeled to show different angles of yard areas after stalking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes x No B. Are there any proposals to change or alter land contours? x No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? no 2.)Are those areas shown on the survey submitted with this application? n/a 3.)Is the property bulk headed between the wetlands area and the upland building area? n/a 4.)If your property contains wetlands or pond areas,have you contacted the Office of . the Town trustees for its determination of jurisdiction? n/a _ IT Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? no E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? no Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? no If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? yes If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel commercial propgq ... and the proposed use �._.... commercial development (ex:existing single family,proposed:same with garage,pool or other) ..... ......._ ...... Authorized signature and Date 12/21/2015 12:05 5166276602 PINZINO PINZINO PAGE 06/08 Town of Southold Aunex 1/4/2013 P.O.Box 1179 54375 Main Road Soutbold,New York 1.1971 CERTIFICATE OF OCCUPANCY No: 36100 Date: 1/4/2013 mmmmmm� THIS-CERTIFIES that the buDdfwg COMMERCIAL REPAIRS Location of hopeirty: 28195 MAIN RD CUTCHOGUE, SCTM#: 473889 See/Block/Lot: 102.-54 Subdivision: Filed Map No. Lot No. confb ms substantially to the Application for Building Pcrmit heretofore tiled in this of5ced dated 6/24/2009 pursuant to which Buildbig Permit No. 34811 dated 6/26/2009 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 1"lre ,_ �-�Ix:tic�r/Etirar A1t�rtins ter pis" m ial 11 The coliiicate is issued to ALFRED J JR&MAR 13 TE" (OWNER) of the aforesaid building. SUFFOLK-COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED uthsa ' Signature 12/21/2015 12:05 5166276602 PINZINO PINZINO PAGE 07/08 FOR14 NO. 4 t TOWN OF SOUTHOLD BUILDING DEPARTKENT Office of the Building Inspector Town Hall Southold, N.Y. PRE BXISTING CERTIFICATE OF OCCUPANCY No: Z- 237.93 Date: 09/01/94 THIS CERTIFIHS that the building BUSINESS STRUCTU Location of Property 28195. MAIN D � 25 (HOUSE NO.) (STREET) (HAMLET) County Tax Map No.. 473889 section 102 Slocx 0005 Lot 004 Subdivision Filed Nap No. Lot 190. Conforms &I tantially to the RequirMmts for a BUSINESS STRUCTURE built prior to APRIL 9, 1957 pureu=t to which CB' 71FICATB OF OCCOPANCY Nm4a= Z- 23193 dated SEPTEMBER 1, 1994 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is A C-1 BUS S (PRESENTLY PRARIMM Y A BEAUTY SHOP 7be certificate is issued to ALFRED J. TZRPr OR. (OWNER) of the aforesaid building. SUFFOLK COMW DHMTKMT 08 HNALTkV APPRUVAL N # = C►'RICAL CERTIFICATE NO. �NL� MatMERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. t1z rizedig nature Rev. 1/81 w_ �b u ,�^� -� ,. ��. �"p�.� .- �� ��.� ,w.w�...,„„. ��� �A ��� Sid,✓ �' � srl.� r- ���� "� �....��.�.......... � �� � � �.�� _�._. _ �w� .. w �� �� w �� �� m .. �� TOWN OF SOUTHOLD, NEW YORK ACTION OF THE ZONING BOARD OF APPEALS DATE..Kay..11.e.. 1967 Appeal No. 1087 Dated April 27, 1967 ACTTON OF THE ZOND10 BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Ed's Sign Service a/c Al's Liquor store Appellant 956 E. Main Street Griffin Street Riverhead, New York Cutchogue, New York at a meeting of the Zoning Board of Appeals on Thursday, May 11, 1967 the appeal was considered and the action indlcate4•(eloW was,taken on your ( ) Request for variance due to lack of access to property (V Request for a special exception under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board 11 it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................Section ................ subsection ,........s....., paragraph of the Zoning Ordinance, and the decision of the Building Inspector < ) be reversed ( ) be confirmed because 7:35 P.M. (E.D.S.T. , Upon application of Ed's Sign Service, 956 E. ,Main sgtreet,, Riverhgad, New York,_a/c Al.'„s Liquor Store, Griffin Street, Cutchogue, New York,• for a special....exception in accorclince with the Zoning Ordinance., Art3,cle„I51, Section 408, Subsection .:(&) for permission.to erect a ground sign with instfificient setback. Location of property: northe ast side Main Road.and Griffin Street, Cutchogue, New York, bounded north by Chas Schneider, east by,A.J.. Terp, .south by Main Road, west By Griffin Street. 2. VARIANCE.$y resolution of the Board it was deterinlned that ' (a) Strict application of the Ordinance (would) (would Act) 'pr6duce practical difficulties or unnecessary hardship because ' SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike In the Immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and(would) (would not)change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. Mi'��..11/^ 19412 ZONING)BOARD OP APPEALS Folz ZB4 arbara C. Dittmann, Secretary Y After investigation and inspection'the Board finds that the applicant requests permission to erect a sign with excessive height. The sign will be approximately 23 feet from ground level. the Board finds this height is required so that the sign will be visible to passing traffic. The Board points out this sign is an on premises advertising sign, however, it is directional in nature. The property on which the sign is located is one of common ownership, occupied by a liquor store, variety store, drug store and barber shop. The location of this sign will not change the character of the district. the Board finds that the public convenience and welfiLie and justice x4ill be.-served and the legally established orlpermitted use-of neighborhdod--property-and adjoining use-districts will not be permanently or substanfially injured and the sj�krit-of the Ordinance will be:observed. • -Therefore, it was RESOLVED-that Ed's Sian-Service. 956 E. Main Street, Riverhead, New York, be granted permission on behalf of Al's Liquor Storey Griffin Street, Cutchogue, New . York, to erect a sign with excessive height, subject, however, to the following conditions, on premises located on the north east side Main Road and Griffin Street, Cutchogue, New York: 1. The pole of the sign shall be located at least five feet from any property line and the sidewalk. 2. No part of the sign shall overhang the sidewalk. 3,. The maximum height of the sign shall be 23 feet. 4. The sign is granted for one year only, renewable annually upon written application to the Board of Appeals. 5. The sign shall be subject to all subsequent changes in the Southold Town Building Zone Ordinance as it applies to signs. SOUTHOLD TOWN BOARD OF APPEALS SOUTHOLD, L. I., N. Y. 11971 APPEAL BOARD Telephone 766-2660 MEMBERS Robert W. Gillisple, Jr., Chairman Robert Bergen Charles Grlgonle, Jr. Serge Doyen, Jr. May 1, 1968 Fred Hulse, Jr. � Eds Sign Service ac�x s Liquor Store 956 East Main Street Griffin Street Riverhead, N.Y. Cutchogue, N.Y. Re: Appeal No. 1087 Dear Sir t This is to advise you that your special exception permission for your sign(s) which was the subject of the above mentioned appeal will expire on May 11, 1968 Please sign this letter at the space provided below and return promptly to this office, if you wish to renew your sign permission. Sine rely, Robert W. Gillispie, Jr. Chairman, Southold Town Board of Appeals Signature of appellant t..�....:,,�..... .�.-. (Please sign and return both copies) APPP . teatime Broarti of PPCA AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: Thisform must be completed by ti:e applicant for ally special use permit, site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Sectio:239m and 239u of the General Municipal Law. 2. Address of Applicant: c/o Pat Moore p 51 Q29 11 ' 1. Name of Applicant: erp Al Ter_ r ainm.�0� NY 11971 3. Name of Land Owner(if other than Applicant): .. 4. Address of Land Owner: 5. Description of Proposed Project: commercialT6cTevelopment-of tLre-owner's rfay mmT� 6. Location of Property.(road and Tax map nutbcr)_102.... 5 ... .._._ �1 ." ..... .. . .. . 7. Is the parcel within 500 feet of a farm operation? { } Yes { }No 8. Is this parcel actively farmed? { } Yes {fNo 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS NNNI 1._ ✓cam `+ .. ../® ` ... — r L GG.. ... _. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) o2 I /7 s /� ........ ... .. ....... 6 .. _ _ ..w �--g:i�n ire ofApplicant Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Al Terp Project Location(describe,and attach a location map): 102 5 3,4 & 9.6 ......... Brief Description of Proposed Action: commercial redevelopment of the owner's property Name of Applicant or Sponsor: Telephone: (631) 765-4330 Al Terp Al Terp Jr E-Mail: pcmoore@mooreattys.com Address: c/o Pat Moore City/PO: State: Zip Code: 51020 Main Road NY 11971 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that xj may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental A enc ? NO YES If Yes,list agency(s)name and permit or approval:*7 � 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total.acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? —,—..acres acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial )(Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? x b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: v 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? x c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ........ 9.Does the proposed action meet or exceed the state energy code requirements? NO ES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water:► 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A-n, k w�,` D X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? x b.Is the proposed action located in an archeological sensitive area? % 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain INOYES wetlands or other waterbodies regulated by a federal,state or local agency?b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? P NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: Y 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: _... .._ x 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES m �... ...._ completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE N Applicant/sponsor name 41 6��4 c. 7 Date: a Signature: ' Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur L Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? wwwww 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonabl available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check the box if you have determined,based on the information formati}n and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. you have determined based on the information and anal an supporting analysis above,and Check this box if Y Y PPorting documentation, that the proposed action will not result in any significant adverse environmental impacts. ......._._ _..�...ww .._„ ..... Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Bible Officer Signature of Responsible Officer in Lead Agency Signatureof Preparer(if different from Responsible� esponsible Officer) Page 4 of 4 Alfred Terp Jr. Marie Terp PO Box 325 Cutchogue NY11935 December 21, 2015 Patricia C. Moore 51020 Main Road Southold NY 11971 Dear Ms. Moore: We,Alfred Terp Jr. &Marie Terp, owners of property located 28195 Main Route 25, Cutchogue New York(sctm: 1000-102-5-4) hereby authorize you to act as our agent regarding any and all applications with the Town of Southold Zoning Board, Planning Board, Suffolk County Board of Health, and any other agencies. Very truly yours, Alfred Terp Jr. Marie Terp By Alfred Terp Sr., POA A P P 1,1 C A N'j1 OQYW NE, . TRANSACTIONAL D J Z. REFORM The Town of So—thold'sCode ofEthiesnEghibits coullicts ofinterest on (lie part of_town L-- -ce---------- o,f this form is to provide informatl2n which—can alert the-t-o-w-1-1-0-fPossible_01ifflicts of interest MI—0.11110A it to_take whatever action is necessary to avoid same. YOUR NAME : MrIet-1 r initial, I "I (Last name,first name,t itiai,it es,�� ut�a use name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat__ -­ Mooring Other(activity) .................. Planning 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 No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)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 that 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 non-corporate entity(when the applicant is not a corporation) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP ...................................... ........ ................... Submitted this I day of 20 Ao Print Name Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. 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 including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. 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 action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 102 -5 - 3,4 &9.6 The Application has been submitted to(check appropriate response): Town Board D Planning Dept. 0 Building Dept. D Board of Trustees 0 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) ii�� (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval, license, certification: Nature and extent of action: commercial redevelopment of the owner's property Location of action:28095 Route 25 Cutchogue Site acreage: 58985 sf Present land use: commercial Present zoning classification: 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: AI Teri . ...Al Terp,1r (b) Mailing address: c/o Pat Moore 51020Main Road NY 11971 (c) Telephone number: Area Code( ) ( 31 y 765-4330 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No If yes,which state or federal agency?' DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. 0 Yes [j No [:] Not Applicable —T. tt.o pmat. 11_r suit- a_ ra .e en o-th y.and_twie-Cotchogue,.hamlet ........ _ww� Attach additional sheets if necessary 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 0 YesEl No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes Q No Q Not Applicable an existing building will be replaced with a new building which matches the character and architectural style of the existing .1.17 r __ Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria E Yes 11 No ® Not Applicable ........ _W— 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 0 Yes 0 No 0 Not Applicable the existingmdevelopment„will be connected to ublic water ...... Attach additional sheets if necessary 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. Q Yes M Noe Not Applicable . ....... Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Lr-j Yes r No 0 Not Applicable ......- ------ Attach additional sheets 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. I F1 Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. nn 13YeD No❑ Not Applicable _. ........ ....... ... ...... ... ..... Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable .......... __vv 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. Ed Yes L01 No Ed Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. 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