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Utility Plan.C3.1 - --- - Jil FACILITIES PLANINiNG, DESIGN & ENGINEERING 200 WILMOT ROAD IL 60015-4616 NOTE: a UNAUTHORIZED ALTERATION OR A S ADDITION \ THIS G DOCUMENT IS A VIOLATION OF SECTION 7209 ° SUBDIVISION-2 OF THE NEW YORK STATE EDUCA`: u s Posr amcr L A W o di° 48M SF. a t< f a m 7 DESIGNED BY: o p I. s x .W \ I , PER SE' TECH AT _ RETAIL LONER LEViz / •, ` ,- E.bSANc RETAE �, �� rr , 4,509 SF. D f OFRK _ k ". 14550 SF. CLOUGH HARBOUR & ASSOCIATES LLP m ,. Q 441 South Salina Street, Syracuse, NY 13202-4712 ,n /r/Ds Main: 7 • www.clo ar o r.com ^ .. _ ,,�`� E.tl's7kvc RETAIL a�, �� � (315)4 13920 h b F 'FOR: ugh u HDL PR TYGRO LC - - -- °k EX/S77NO PETER ----j 0� 08 .w __ �ti HARAYS o o KEYNO TES UT/CITY T zs Cam- On= .50 %.. /NkrWrJfi 50 �o .,\ 1 CONNECT NEW SANITARY LATERAL TO , �r � ,�j � `;,a�c7°e �-, �� SEWER MANHOLE C4.4 , � r. E"iST/NG SANITARY 8 PVC SOR 21 P/PE _. - A TE LA TER 5 O _ �> r� EsnNc PETER ' I O (PRAT/ AL) C4.4 2 `a CP` PLUS 4_ 3 STORM SEWER CATCH BASIN ° Q � S7GYAI/ � x ti CD - :� F - ° t r I 3A S2015 3 5 0 CD 2 6 V I I r x If I ° ' 3B S,T025 4.4 I * aij JS 9 LF r O.IB 7� i O e9 r OB J ,.--^ ..^y,-_ _ s.,, 60 , Z s _ � 4. », r s � n r-/N J76� ' 7F J8�00 nv►fE> , a0r1 s _ PE STORM SEWER PIPE _._. Y y Js so® ,4 4 % , L44 BiISE1L7VTa1,X40f sFMA/NTA/N 18 I/ERI7CAL SEPARATIONAT UTILITY CROSSINGFRAM 70 RErac t7T1 r � AS S 2;000 sF ��'Ii T � � Fv =e 7 7 m..._L_.,,, ✓ y § 8 CLASS 52 DIP WA TER LINE j I _ � , - p O6 (SERVES FIRE DOUL577C dIk .k , r'� `Y '' ® C4.4 8" HDPE PIPE W TH ENDCAP TO BE 77ED 3 }-( 7 INTO ROOF DRAINS INSIDE BUILDING X:b �' �� a �� are< c�`I 10O I RET IL - NNECT T M /N WITH 12 X12"x8" WEE) d , s (CO O A C4.4 { Nr J76I0 ❑ - , `s PVC CLEANOUT � - rw� , s n end y ,{ zz O NEW 8 X 8 TAPPING SLEEVE AND VAL VE , •q , i 9 i , RETAAC 7FRM/N , k > j 2a000 sF 1 f o A 7E U17LlTY 5 FOR CONNECTION BY OTHERS FROM BUILDING I r a, ' a E � � ERS ti a4 09 $ ` m €a 11 GREASE TRAP TO BE DES/GN 1 F0 1 ED BY BUILDING ARCH/ a rF� ' QQ4 O f.14x /NV(WrJ7dI0 t `� r 7FK�alI00 , 1F-CT - ' SANITARY SEWER MANHOLE 1p NOT USED N RETAX � s ig RA/JSi17 7,682 SF. r i I ° ? INWN)-J7Q 17 RETAIL NOT USED g 1, /MT'S)-J76.16 7,682 SF. ' I "Al 7f J81B0 3 i � jt # 3 NWW)-37s80 r ' PAD A/OUN7W 15 NOT USED coQB�9� /NY(E)-372.80 " '``,, -, £LEC7R/CAL Q t 7F=38I•au /M'1'S)-J72.70 \ , ,` `` � WWj9? RDS N ! (IFr La:Ana4 16 8 DTP HGR/ZONTL EyEND (MEGAL UG r �� wrnv owvER& as#1e8 -; `!` REQUIRED) 7F MZO • UAL/TY CaIA° ) -` r Mom •_ IN6(W�379.AOi _. I Q221.BLF ANY. NOT USED < #VW$)-J7.z9a` a 18 /1r'OT USED 80 AV F7EZD �a =s� e� C8 3� f t - _- 7F J7a70 19 STORM CHAMBER SYSTEM 1 - f INVtN)-J7� a INV(S}-375 70 t o :, evKsrJ7z7a r r z \ I' I o f '' E �N I,, I-,'s --j STORM CHAMBER SYSTEM OV2 -. _ �� SERVICE ¢w g; rt 1vk5V t8 --r - -I I INI{Nw�J • , .� (lb BE CaOMMAlED r , 1 03-02-09 NSD SITE PLAN REVISIONS Nrf <r. chjA W7H unUrY ` M I s z, s7ArH O /1 c�avPAN17- ' - NSD SITE PLAN REVISIONS p s �7F J79 90 IF J7Sl90 2 0415-09 EV(WS11-J7L20 r r � NKNww�J72w tl a a 3 07-15-09 AMF SITE PLAN REVISIONS � �' C�❑ INVfNE�J7f20 F° r _ < NOTES . �. m w►{sw)-.r7z2o l*WW)-Y71,10 ► , 1 r ,` rr r - AMF SITE PLAN REVISIONS ,I tF� � r � 4 0915-09 1. GREASE TRAP SIZING CAL COLA PONS WILL BE SUBMITTED AS '' I iH � G / Zi �r p 1Nw)-J7B10 sr 10-20-09 AMF SITE PLAN REVISIONS J PART OF THE BUILDING PERM/T APPLICA 77ON r � �� , � � � � I � �` � ,{�' � � `avr�%� 7610 >F- � Or 17[F 6' NO. DATE BY DESCRIPTION f n=J8L20 "'` a N NW J72 00 MR 21 � /r `s> H/2 f CONST 2. GAS AND ELEC7R/C SERVICE CONNECTIONS TO BE NE�Jn.70 `I ® I `� }' az 7 J7s s� J D _` t' ,' REVISIONS COORDINATED AND DEIFRM/NED BY UTILITY COMPANY. /N JT6° h nv�'sw)-J7r,� ► °ry '' iNKEss�oK'�►)- rr .� � -r ',{ _ O F `�)" r �1` CERTIFICATION AND SEAL LF-12' O „ S7(BY 07HERS) s , SERVICES SHOWN ON PLAN ARE FOR REFERENCE ONL Y AND DPE O a5ex �a_ 60 ARE NOT TO BE USED FOR FINAL CONSTRUC770N �' ' - � - 4 ©AA'/ e{ � W � i. ��` c� � �NV�'NW�J62010 ° I RIM-.W.05 OF 3. THE CONTRACTOR /S ADVISED TO LOCH TE THE PO TEN 77AL 11vWN)-J7270 FM INV-352.87 j7411 t, � ♦` \` � EXISTING UTILITY CONFLICTS NEAR THE UTILITY CONNECTIONS /Nlq'SE) J72.60 O ce,u s \ ' s iv►tiJ71 ao PR/OR TO IN177A 77NG ANY U77LI TY CONSTRUC770N. THIS /S /N ft 7720 TO BE COMPLETED A T CONTRACTOR'S EXPENSE. % / /NVj'SE)-J77.f0 � m.._. ,JQh100' )J7J40 17�3 LFO s 'M` LF © /4. THE STORMWA TER MANAGEMENT SYSTEM, INCLUDING REu+/N ° CONNEC7ON TO THE EX/S77NG MANHOLE WILL BE PR/VA TEL Y , o- Q >:.: _-_ _ _ I` , �� o {/ 4 •� s 3� _ = Pi , ` Nor Ott \ OWNED AND MA/NTA/NED. �� / uvw•,i�anr =- - � �=; 1�� _ r A 815 / - O _ ® ' _ FPS IO n--J>y� _ W- nn1`s27f1 /Nr(Nw)-J7550 /� = 776J76.90 u' �� � 5. ADS N-12 PERFORA TEED PIPE SPECIFIES 6 HOLES A T 60 '�"90% NIVIVE)J7d I¢ DEGREE INTERVALS. EACH PERFORA 77ON WILL BE CIRCULAR w►t - •� - F - WITH A 0.375 INCH DIAMETER. WALGREENS STORE RI®. 11335 f a r ` . � 4� � NOTES PER TOWN OF OUEENSBURY WASIFWA TER DEPARTMENT �► `� PROPOSED 1/VALGREEf ems► n ' � `O NORTHWAY PLAZA 10 1. GREASE TRAP[S] ARE REOU/RED FOR CH/L/'S E) SIZE AND �lj hVWA -J624o TOWN OF QIJEENSBURY DETAIL OF THE TRAP MUST BE REVIEWED BY THE snr, (eronyms) , � w►�ivw�rszJo WARREN COUNTY, NEV� YORK WA57FWA 7ER DEPARTMENT. �� AvViN-X9.22 IAVc ----- Q lNV LYJT J69.07 � y , y.., ,r HYDRANT R� PCB REMAIN 2. BUILDING DRAINS FOR BOTH BUILDINGS MUST /NCL UDE MAIN 7Jn.7o ;o \ UTILITY PLAN v „ » ,NkrAV)-J7240 S7AN1 RIM J O 00 L/NE U TRAPS AND BACKWATER VALVES. TO BE PROVIDED AVIWNW)-J7220 Q /NRI J65,ao WITH BUILDING PERMIT APPLICA77ON QP /Nv���� CADD PLOT: _ ' DRAWING NO. CDs uvr(Br Orn�s) a�' ' SCALE. 1 50 3ALL MANHOLES CONNEC77ONS MUST BE WA TER 77GHT Avv RO-Ja7,00o my.41 _ BRICKING UNDER MANHOLE RINGS ARE NOT PERM/TTED. '"V`x'r J6's°," /-J'6,® DRAWN BY: U MUST BE El THER PRECAST CONCRETE OR FIBER RISERS. �r�XX (�}� VOID PLOT: _ NSD 4. SAN/TARP SEWER CONNEC7ON PLANS MUST BE- SUBMITTED s""'(ByA° ) DATE 12/02/2008 A 00 TO THE WAS7FWA TER DEPARTMENT FOR REWf_W AND INV our J35500 RELEASED TO PERMITTINGG, INSPECTION BEFORE BACK FILL /S REOU/RED. "t'R_JKd 50 CONSTRUCTION REVIEWED BY: a coywcr 70 Ex AIH- JFf OF 28 DWGS.