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Site Plan Drawings and National Grid Easement Plans rcvd 2/4/2020
re M d ' „ 1 ` w f ` Lm f � / .-IT ,..,, x rw Lm f a Ar r , a. n q 1.5 - 1„ ,h 1.5 UO ® . , 1.5 2.0 3.0 - - - r 1 800 347 4272 6.0 " http://www.projectservices.siteone.com Or w,A! 1.5 T N ,.... P , i'... II r: w 3.0 1 to 3.0 51 ti „ m , r Y w Y . ,.,.. K. N MATCH-LIE SHEET -1 - MATCH-LINE SHEET -2 r. - r /1.5 / Q) � IRRIGATION SCHEDULE IRRIGATION NOTES > � z SYMBOL MANUFACTURER/MODEL QTY I. ALL WORK IS TO BE IN COMPLIANCE AITH ALL LOCAL, STATE AND FEDERAL GRAPHIC SCALE CODES AND ORDINAN('ES. 20 0 i0 20 40 80 o) Rain Bird R-VAN-STRIP 1804-5AM-P45 2 R-VAN-LCS R-VAN-RCS R-1A1-11T2. ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE WITH 3-M s ❑ Rain Bird R-VAN14 1804-5AM-P45 6 HIRE CONNECTORS, DBY. n R-VAN14 R-VAN14-360 ( FEET) Q Rain Bird R-VAN24 1804-5AM-P45 4 1 inch = 20 ft. R-VAN24 R-VAN24-360 3. ALL REMOTE CONTROL VALVES ARE TO BE INSTALLED IN VALVE BOXES OF APPROPRIATE 51ZE. SYMBOL MANUFACTURER/MODEL aTY 4. ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER 15 TO BE 2 HIRE, 1.5 Rain Bird 5004-PC, FG 21 UL APPROVED FOR DIRECT BURY. 3.o Rain Bird 5004-PC, FG 25 5. ALL ROTORS AND SPRAY POP-UP5 SHALL BE INSTALLED ON SWING PIPE. s.o Rain Bird 5004-PC, FG 1 6. ALL G OV SHALL BE INSTALLED ON 3-ELBOW PVC SWING JOINTS. 1.5 Rain Bird 5004-PC, FG-LA a 7. SYSTEM DESIGN BASED UPON 40 GPM ® 50 PSI" 2.o Rain Bird 5004-PG, FG-LA 8 5. ANY CHANGES IN AVAILABILITY OF SUPPLY SHOULD BE NOTED AND MODIFICATIONS TO THE DESIGN SHOULD BE MADE. -3 a� SYMBOL MANUFAGTURER/MODEL aTY cl. CONTRACTOR TO VERIFY RATER PRESSURE AND AVAILABILITY PRIOR TO Rain Bird XCZ-100-PRF I" w/101 Truf Decoder 7 INSTALLATION. Area to Receive Dripline 10. THE LOCATION OF ALL IRRIGATION IS DIAGRAMMATIG AND SUBJECT TO Netafim 7LCV-06-12 5,555 I.f. FIELD VERIFICATION. o N II. ANY IRRIGATION PIPING SHOWN OUTSIDE OF GURB5 FOR CLARITY ONLY. m � N 12. 12OV. TO CONTROLLER AND COPPER STUB, BY OTHER THAN IRRIGATION - 5YMBOL MANUFACTURER/MODEL a7r CONTRACTOR. ® Rain Bird PGA Globe I" w/101 Truf Decoder 3 13. A BOOSTER PUMP IS REQUIRED IF SYSTEM DOES NOT MEET THE DESIGN ® Rain Bird PGA Globe 1-1/2" w/101 Truf Decoder 3 PRESSURE. Czz 14. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MATERIAL TAKE OFF. Q Rain Bird 5-RGI 2 W n co w Shut Off Valve - 51zed to Mainline 1 OO z BF Zurn c175XL 1-1/2" 1 © Rain Bird ESP-LXD I Rain Bird WR2-RFC I Cz PSC Point of Connection 1-1/2" 1 Irrigation Lateral Line: HDPE PE4-110 DR 15 1" 4,034 I.f. Irrigation Lateral Line: HDPE PE4-110 DR 151 1/2" 255.5 I.f. o N N � � Irrigation Lateral Line: HDPE PE4710 DR 15 2" 10.4 I.f. Irrigation Mainline: PVC Glass 200 SDR 21 2" 15145.q I.f. ---- - RECEIVED � - - - - - - - - Pipe Sleeve: PVC Schedule 40 2" 248.1 I.f. r ------ - - - - - - - - -' FB 0 4 2020 I - - - - - - - - Pipe Sleeve: PVC, Schedule 40 4" 200.5 I.f. E - - - - - - - - Pipe Sleeve: PVC, Schedule 40 6" 62.7 I.f. �_ p Manning Board i z Southold Town z L s i Vll .< > 14,;;'N, 1.5 k, �1 C f p / _ MATCH-LINE SHEET -1m�/� . ........... MATCH-LINE SHEET -2 1.5 /MR/ 3.o I I • • MR/ j 1.5 • • � 3.0 3,0 ..: /1.5 ( r� /' _ / l 1.5 2.0 1.5 � ' fi. 2.0 2.0 //, 1 -800-347-4272 yw` 3.0 2,0 http://www.projectservices.siteone.com 1 x 1" 1.5 1,5 1.5 3.0 1., ® 1„ 1.5 1,. 1y2" 1�2„ 3.0 1.5 3.0 1y2" 1.5 2.0 1.5 1 / h � 1.5 y2" 1y2" Wl 1 1 / - - -- --/ 1 � 3.0 ,•.a.= I 3.0 j 1 1 Y2 1.5 / 2.0 ® 1 II 3.0 sp 1.5 L 1.5 / u 3.0 i M / 1„ 3:0 / , , 1.5 � � „ "'"° .' Ajj ,` „ ... RC • >,�.-. r" i aGAt "": t�1� Al @' �{�"' ten.rm�+'^^9^. >N..w.+,. ,: •. ..x' 't6 ✓` '", `•;'k ,y t , / / ,.rr., . ., wim,m. .. � � .� ",,.y 7-�«,..- ® 3.0 U u,. H4 I a.. s ., H ;., r^` , `df,: „ -rxw•Wa'¢' n. v '1" '#? 6: ... ,..� a' ,.. 'ss, 4. .. ^ 8 fe,:,...„,- .. :; we' ,..._..,,,.� va nro*^`•+�M' ,. - C o - , ia�., :; :....a .-.. ., +,.. ro ,,: .' .,"� _ ....r°. -,. 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',.....,. �T:,::: .?& x: ,r r , : < � r{ , v f , W - , . .._ ' O Q � J z �p O � GRAPHIC SCALE Q 200 10 20 40 80 N C) (IN FEET) 1 inch = 20 ft. - O N O - NIT CV N ii O N RECEIVED u r _i� S, FFQ 0 4 2020 z I�P „ z Southold I ON,) n L- Planning Board s LEGEND: -- PROPERTY LINE PROJECT ---- PROPOSED EASEMENT LINE LOCATION PROPOSED CONCRETE CURB UTILITY EASEMENT 4 PROPOSED TREE LINE NO, CBURSE DIST, --.�__ S ?3.3420 PROPOSED SIGN I BHCI -.� -�„__ N 61°23'20" E 16,64' � ) PROPOSED DRAINAGE LEACHING POOL 2 N 58°46'30" E 43,40' `""~�---�__ + PROPOSED CATCH BASINARCHITECTS 30 s R=30,00' L=11,99' '----,___ PROPOSED DRAINAGE PIPE � �_ PROPOSED LIGHT POLE ® . .. I10_6 , ,�0 PROPOSED DOMESTIC WATER LINE S 16 08 27 E 22.30 � � �� � y S O5 N 59°08'16" E 7757' 1 I � � t` 1300 Walt Whitman Road, Melville, New York — PROPOSED FIRE SERVICE LINE —T_T— 11747 PROPOSED TELEPHONE LINE Phone 631 3001010 S 31"08"39"" E 30,00' PROPOSED GAS LINE 0 S 82'01'52" E 68,31' 11 N� MAP owner/developer: er: ___ LOCATION IVI H f—E—�— PROPOSED U.G. ELECTRIC CONIFER REALY LLC J � o _ N.T.S. 83 E. Main Street, Suite 600, W ® PROPOSED SANITARY LINE S 31-08'39" E 126,41' z' L I \`\ O - Rochester, New York 14604 W PROPOSED SEWER FORCE MAIN psi Dc i wry C)I , N 58'51'21" E 62.52 O ' LJ 9 I ' FIN.FR•E ,_ � Site/Civil Consultant -I 10 � PROPOSED TRANSFORMER l. S 31°08'39" E 30,00' -0- PROPOSED UTILITY POLE /.•.rte- ,_ — —y 4 I ' S 42 03 54 W 244,74 ( ...r Pry x PROPOSED VALVE 11 � r+ 12 N 31'08'39" W 57,07' 0 I '' - 1 �sr Y PROPOSED HYDRANT 2005 FRESHWATER WETLANDS BY „ C.W. BOWMAN, LAND USE ESI„ L K McLEAN ASSOCIATES, P.C. 13 N 58'51'21" E 100,28' AFFIRMED BY NYSDEC LETTER 14 N 31*08'39" W 184,12 gF— V - _ ` LONG ISLAND, NY �} t 1 ` 6/20/2018 437 SOUTH COUNTRY RD., 8585 :. '_ �' 15 ?fl BROOKHAVEN, NEW YORK 11719 N 82 01 52 W 2726 I'`' ' /` — ,y EX. WATER METER Tei. 631.286.8668 .� 15 EX. WATER VALVE 16 N 31'08'39" W 22,00' _ �`"'- �..1.__._m F. -._. _ - -� � 16� �• -- i EX. U.G. WATER Bi DG2 17 S 59°08'16" W 116,12' I��;.� ;YPLe1 �,�. EX. U.G. TELEPHONE 3 flP,.f k �_ - _3 : �. EX. U.G. ELECTRIC S 13°51'17" W 157,91' 0 - - 18 ® i `" �'�^ \ EX. U.G. GAS VINEYARD VIEW ' i .... \ `\ `� O dy fir rrl � �\°\� q\ C t• 19 � ,� �'7"t�.-r � _ . _ , r. ` �r �� �,� HOLE NORTH ROAD - , EX ELECTRIC MAN S 31'08'39" E 196,57' - - O ti• - �T_r_, f °ry o-= �' '`\ EX. TRAFFIC SIGN TOWN OF SOUTHOLD, N.Y. 11939 „ EXISTING UTILITY LIGHT POLE ® N 58 5121 E 148,55 -0- 0-1 O EXISTING UTILITY POLE • 1 I 21 S 31 08 39 E 4000 LL I �� / l; C I _ •� - — — — — �\\ EXISTING LIGHT POLE ., I -I ` r 41 I • _,� y 12 � ? � ' , �' �, �f' © EXISTING ELECTRIC METER 0 t I �� v��, � ��� r ." � �, �So Y R—, S 58'51'21" W148,55' I `7 �0 \ �� Off, EXISTING FIRE HYDRANT ��, — , � S 31'08'39" E103,35' EXISTING WATER VALVE . ® EXISTING CATCH BASIN BL'�h (IYPL tij ® N 58°51'21" E 153,77 ' i°OD ' . I , , �'_ I FK_LP. ) ® TYPE D) ' LIMITS OF 100' NON- DISTURBANCE BUFFER 2 .� �� SETBACK (OFFSET) TO �� ' PROPOSED SILT FENCE ® S 31-08'39" E 64,00, � � 18. b �� zi.l�� I >..,_ � � (. M C� � 4 Ffry FLF2 � i �� EL � � E1 = WETLAND DELINEATION • � = I- •-- —_—`-� � I 23-2~ BY C.W. BOWMAN-LAND � (LIMITS OF CLEARING) Ofer, 2 S 58'51'21" W 112,82' i �\ I 4 — ' -� ( � w • I _ � fir. -_.,�-.,__-r•--�T_.,-�-r•--: r. `� I � USE ECOLOGICAL PROPOSED CONSTRUCTION FENCE SERVICES,L _ � r � ILI Q S 3108'39" E 5756' I 1 INC.) ^_ REAL ESTATE DEVELOPMENT, CONSTRUCTION d MANAGEMENT IT coni (TYPICAL) F l 3 -1- s � •� � � ' i�: I ' � �/ PROPOSED EASEMENT S 58°51'21" W 4200' N .,1 ,. -. ___:_._ - ( I , w E seal N 31-08'39" W 57,56' + * 1 C--- QMMUIv • ��_ a.. .'.�„'�--- -._,..,,.��— .�.- ...w. ..._. .,, .....,, .�. _ `_. >. ..,:. T T—...._ I 1.-��. I P ENTEN. L <. 3 S 58'51'21" W 142,00, -- rIN.FLR.EL z,.o 1,.... 8 r I 31 N 31'083 9 W 64,00 ; 3 - �� { IPI f.I:F 3 N 58'51'21" E 99,99' - �� I I - FL j _ r _ '� N 31-08'39" W 74.35 � ��\ Y, n Loc �mrr ni r S 58'51'21" W 60,07 a . rIN.N� FL ( • -- n � \ PROPOSED EASEMENT TO . I E z ''i res` ���' NATIONAL GRID FOR GAS LINES • _ I ���\ issued date description r� e 1 , _. ° -`—' ' `� 1 9-24-19 UTILITY LINE EASEMENT a N 31'08'39" W 30,00' j' �,w �' rf �, �� (AREA = 72,100± S.F, OR 1,655 AC) _ A `I �'o n ;Y.% 0� — '` �- - 2 10-4-19 REVISED EASEMENT N 58'51121" E 73.64' ., , o N 31'08'39" W 238,54' z �. 0 3� i> N 13'51'17" E 182,09 + Y co N 59'08'16" E 45,10' - 0 N 16 0827 W 6.39 ' issued date description ® „ i y <} xJ 41 R=30.00' L=27.97' ; Ile zrY If 1 bi v -�, QOZ � / 3 UTILITY NOTES } cc) O 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED j DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY ¢ - \ 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG II I r li 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR / \ c 4. SEE ELECTRICAL SITE PLANS FOR ALL WORK FROM UTILITY TRANSFORMER �* TO BUILDINGS \ 5. SEE ELECTRICAL SITE PLANS FOR ALL ELECTRICAL WORK FOR SITE LIGHTING 0Z N� /n 6. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND METER ON SITE. `j \ I title v?- i� 7. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ'S, RPZ VAULT AND ALL `''0` �21� _L, WATER SERVICES ON SITE (FROM METER VAULT TO EACH BUILDING) 8. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE - NATIONAL GRID -'�`�-- j BUILDING TO THE CURB. 9. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THEEASEMENT PLAN SUFFOLK COUNTY DEPARTMENT OF HEALTH I `\ ~ /,/ 22 a1 0��-�„' - __ ' C: 10. WATER SERVICE SIZING: 10.1. FIRE - SEE ARCHITECTURAL DRAWINGS i 10.2. DOMESTIC WATER - SEE ARCHITECTURAL DRAWINGS t O 564r52 -�� RECEIVED 10.3. DOMESTIC WATER FOR THE PUMP STATION IS 1 ���Sj �^� -•..__ - ---- -- - - - I 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID j �S -••�'� FEB 0 4 2020 CIL 12. FIRE & WATER GATE VALVES AND VALVE BOXES: VALVES SHALL BE (rte ` r drawn by: TLS PROVIDED IN ACCORDANCE WITH AWWA STANDARD C-509 FOR GATE VALVES J t FOR ORDINARY WATER SERVICE. VALVES SHALL OPEN TO THE LEFT / SOUI:YIOid IOLNn Planning Board checked by: CFD (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT `vf t� A--� ENDS. GATE VALVES SHALL BE NON-RISING STEM, RESILIENT WEDGE 0 (REQUIRED WITH 16" VALVES AND SMALLER) OR DOUBLE DISC, IRON scale: AS NOTED E _ BODIED, BRONZE MOUNTED OF THE RUBBER ENCAPSULATED GATE TYPE. STEMS AND STEM NUTS, GATE AND BODY RINGS, WEDGING DEVICES, THRUST I° BEARINGS AND PACKING GLANDS SHALL BE MADE OF BRONZE OR BUSHED SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: project number: 17106.000 d- 0 OR FACED WITH BRONZE. GATE-VALVES SHALL BE THE PRODUCTS OF THE C;6 Q- MUELLER CO. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL DISTRICT 1000 O C: CR5-80 RS OR APPROVED EQUAL. SECTION 040.00 13. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE BLOCK 03.00 CD ROADWAY TYPE VALVE BOXES WITH 5-1/4 INCH SHAFT WITH SCREW TYPE P/o LOT 001.000 sheet number EXTENSION PIECES AND EITHER A ROUND OR OVAL DETACHABLE BASE. O BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 4 FEET THE EDUCATION LAW OF THE STATE N 00 OF COVER OVER THE PIPE. THE MINIMUM THICKNESS OF THE METAL OF PROHIBITS ANY PERSON FROM ALTERING ANYTHING OF NNEW YORK THE BOX AT ANY POINT SHALL BE 3/16 INCH. LIDS SHALL HAVE "WATER" IN THE DRAWINGS AND/OR THE ACCOMPANYING p p CAST ON THE TOP SURFACE. BOXES SHALL BE COMPLETELY COATED WITH 50 0 50 100 OFEAIFLIICE SED PROFESSIONAL NEDNGIN ER,DIRECTION BLACK ASPHALTUM PAINT. ON SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL NATGR- 1 ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE v j SCALE IN FEET O DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) a-