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HomeMy WebLinkAbout0594 BEARSE'S WAY - 21839 24 DIANiET'Ek'. HEAVY DUTY 1 PROPOSED 41 D!A. MANHOLE AND CAST IRCN COVER AND FRAME C.I. MANHCtF_ COVER ANDFRAME TO MEET TOWN OF 15ARIJSTAI3LE SrANDARtDS LE SARQrVS MODEL. LAZ4(o OR ) A P P RAC G= Z ( 00. co' OiiA L L S� ICEXISI-iN6 10 4 If DIA. INLET 4 T r-pFirl,EINV. ELEV. 95.5 Ly^!N p I c i "DIA. tNv. ELtv.- 95 25 T / �/� 3 nVTLEr� r- .r CL E L E V.:" 9 5.00 LEGEND PUMP CHAMBER AND CREASE 1 [NTLRCLP 0 \ e-o' ' e T OVER► E WIRE I. PUMP CHAMBER To BE RO-�'ONDO AND ��� 22 Pv_- 5WIN(U i ` UtxUI 9L2" --OW--- D No E5 AD I P ' N 1 CHECK VALVE---x--�(--- DENOTES CHAIN' SANS, INC, PRECAST CONCRETE MODEL DEN �INK FENCE 11 ' PC 9X1(o, H2O LOADIN(T OR APPROVED DET-h I \" I B 1 .4 (NC7 TO SCALE) �--•y .x D-- DENOTES DRAIN LINE EG1UaL. -r _ FM--- pENoTES FORCE MAIN _ L" LAYER CRUSHED STONE go(JI C*gA�s 1?"4"i Frv,.n: t:.x�G GQ, FIC. 1 2. GRE.pSE IN-TERCEPTOR To SE RoTONDO PROPOSED 5)aCO CALLOhI i G---- DENOTES GA5 LINC AND SONS, INC. MODEL ST loXllo � 142C? --W-- DEN OTE5 WATER LINE LOADING OR APPROV _a E DUAL, GREASE INTERCEPTOR 3 BOTH TANKS -M HAVE ILL TOINTS (Nor To SCALE i —FD--- DENOTES FLOOR DRAIN f X 10 GROUTED !N THE FIELD AND COATED '� ® DENOTES CATCH BASIN N ce WITH 2 COATS OP WATERPROOFIN(r TO 100 4 DI`NOTE5 E�CISTrN(r SPOT ELEVATION INSURE WATER TIGHTNESS• x 9 i O POLE ® DENO-TE. PROPOSED MANHOLE I I I �pzxy L) � Xe y x� to 10 � _. 26" DI MN• I y I ' 7� I �2'�." PVC J FORCE MAIN I N V.BUSH E `34 I v . E L V. - POLE >er i tol EXISTING 2.0" . EXIST►NG I , , FoRcE MA►M I } I HYDRANT I ! SEE DETAIL I � I EXISTING iJ` FLOOR ORA,N i PROPOSED � /" + CLEANOL'T ` To Be VENTED To RCL`F PROPOSED 2"t 1 .� I �, °� PUMPCHAM13E< I ENE AL._ NOTES ��MPS AND L0NTR0L.S a a , j WITH 3'' PVC V6.NT, A CHARCcAL �o`r 1+�`t PVC f=oRCEf0ifsl N FOR C04NF_CT10N TO C _ _- -� —.-- _. _._- -.----- n — C8 X EXISTINir 10 CAST If�Cr. FILTER wY l3ARN11OZY-04PAY OR IC 4." Ri LE ' �8 3_• - L° ` _.---- 0 c3• - FORCE MIN SEE DETAIL-"IB" I, ALL UNDERGROUND UTILITIES SHOWN ON I PUMPS TO BE rUL'�Y SUBMERSIBLE, FREE L- - - , - - � APPROVED EQOAL. SHALL GE - •I i�;3 4 pkoPr* IN IZ CHIP? PLACIED CAN VENT N, S,OioGAL- , SITE PLAN ARE APPROXIMATE LOcArioNs 5TAN0INCr, CONTINUOUS DUTY, SEWAGE ►U " PVC INLET � e —� 10 GRl:r+sE x �,9 x: v ONLY ALL LOCATIONS TO BE VERIFIED 3Y GRINC�ER PVMPS POWERED BY 2 HP I(+, b I �° ° 1" 1 z/Z PVC f l j� / I N v. E LEV.= 95.10 f FORCE MAIN ! 'BUILD'** - INTEKCf+bR Ll T r 1 ��\0 EXISTING r ACT R PRIOR TO CAN5TRIJ .TtON Mo ORS OR 0PERAT CN ON 206 r " xl � � 6)(15TIN6- 10 CON R 0 C � ,tR�`' L_ jAp CHAV, UER � FINISHED FLOOP, FpRcE MAIN ELEVATION 10�,8 am &.2v.•9�j.8 �� ELECTRICAL PAVVEI� 1�UMP5 YO 13L Of� ,(r ` _ 2. ALL (RWTY PIPIN(� TC fSE SCHEDULE (NOT TC SCALEj o o rf GATE Sl w MYERS WG,-- 20 aR APPROVED EQUAL. a(7' SuCiM+xRSi6LE\ QvICK ptSCONNEC?' VALVk". lo" 1►�Y=95.� y 40 PVC. GRINDER PUMP ELBOW AND CoNNF—CT ro ozlSTINU LL 3. PROPOSED FORCE MAIN T'0 BE 21120 SDR- 2lo 2 VALVE AND PIPING' PI PING FROM PUMPSCHECK VALVE �" vC. FLooR DFZAIN WITH ;cc X.O I Tp pVC >`saiRC E 1vllgi N TO BE I Y4 i NCH 246 DIAMETER HEAVY DUTY ` PJC PIPE. E1cTEIJD TO /� ! PVC, GALVANIZED STEEL, QUICK OISCoNNEC."( LE BARONS EMODE�RLA2'(�� FRAME DE TA d �._ "IAg' i Pr?OpcsEQ GREASE INTr_RCEPTOR , PK NML BENCH MARK >'' } 00 FORCE MAIN TO BE LAID CONTINUOUSLY PLU6, ErISTiW.- FLOOR DRAIN TO P°' E\ x 2 IcoXO 4' ELOc�vv' AND CHECK VALVE. TO 3E MYER; FG=10..4 ArPi�BdE�7 EC�UAL � (NCr To SCALE) ELEV = 100,00 CATC 6A51�U . "! -� LOPING UPWARD PROM PRI1P05ED PUMP _ - -- -- *' (ASSUMED) S LA- t 2 OR APPROVED EQUAL. GATE + T�� -_'' ... - _ - -- I CHAMBER TO EXISTING iO" CL '=ORCE. MAIN. ll` -��l(-- 1 � 1.= 11 .=1t1 "IT� -""li il�llr�- II�—I I (i _ VALVES SHALL 8E BRONZED C3coy, - �-- --- EX 5 EXISTING PARKING- LOT ro f3E REPAVEG ',N MAMIFQt.p GATE VALvES. 2 � INCH SWING - !' `I - I � CHECK L E IN LLE AT ' I AREA OF COhSTRu-1'+Oh, ECK VALVE SHALL C3 5?'A D I � MAX. t POLE I MANHOLE. I , G. BEARSE5 WAY TO SE REPAVED IN AREA OF GATE VALVE QUICK DISCONNECT ! I CONSTRUCTION IN ACCDRUANCE WITH 3, CONTROLS: FLOW CONTROLS TO BE ! ELBOvw AND " { TOWN OF BARN57ABLE 571ANDAR05 ENCAPSULATED MERCURY SWITCH CONTROLS, CHECK VALVE I P• � T TEST HOLE SHALL FyE DUG- PR+oP To SWITCHES TO fSI- MYERS FLOW-25 Of2 j , z'�L" CLEANOUT W+TH , SITE L j ! � N APPROVEv E©UAd . ? ± I �.' GALVANIZED `;,\, PLUG � SCALE I - 3o CONSTRUCTION TD OcttRMINE GROUND STEEL LIFT - WATER. THE ENGINEER SHALL C3E 4. ?UNCTION BOX, A NEMA IV FIBERGLA55 , ,- CHAIN _____ ---- -� -- - �- 1 ( IC r ALARM - ; ! NOTIFIED or CrRDL;Nt7 �ti�ATER ELEVATION SPLICE BOX SHALL BE PRO` iDED WITH f � � 2t PVr_ I J EMERGENCY ON _r __ FORCE MAIN. ? CORROSION RESISTANT CONNECTORS TO MAKE v ! 1`�p 2-0„ NORMAL � I GALVANIZED STEEL t� 1 THE TRAN51TION TO 1 '/Z' CONDUIT. EMERGENCY CIF -- _C PUMPOuT FORCE MAIN INV. I K8 5,01 r� GALS. EL'EV _-ik 10 , a CONTROL PANEL.. NEMA T DuP�F_A ENAMELED ! " NORMAL ON - •�+r- j 4-8 STEEL PANEL To (BE MOUNTED IN51DE Q E S l G h DA_,A I'-o" 1 D BVILDINCT COMPLETE WITH THE FOLLOWING : + !, 1. EST/MATE O FLOW' FROM Fl Sh NORMAL OFF TWO FUSED D15CoNNECT SWITCHES INrER,- - SUBME.R51BLE t' ; PROCE 5 S /A/G - 4000 SOU O G PD LOCKED THROUGH THE DoOit� TWO MAGNETIC, , p GRINDEK PUMP 2 GREASE /nl7'ERCFPT-0FF- 5000 GALS. MOTOR 57ARTER•S WITH ALL PHASE OVrERLOAD I , i 1 ELEV. = 87.G0 t PROTECTION, SEQUENCE ALTERNAI OK� CONTROL U AVOL.` 3 nMP CHAMI3C 57-ORAr3 . VO e� � C. 500 0 GAGE. T"RANSroRMER WITH �pISCONNEGT, 24 HO� . i p 'A . I AD7U t�STALE TRIP TIME CLOCK WIRtn So �_ c�^+µ: _ � q PUMP CAP'ACIT v - -10D � PM � 54 - sECT1o�v A_� � AS TO DISCONNECT THE NORMAL PUMP >' lD to (NOT TO SCALE) REC " LAYER CRUSHED STONE f i { )PERATINfs RANGE DURING ANY DESIRED OCT 18 10-m r3or7c'-I TIMES, CONTROL RELAYS To ALLOW ONE PUMP STATION SYSt>oRM Ft3R „ PUMP OPERATION DURING EMERGENC`( PROPOSED FISH PROCESSIN& PLANT 4 ' 594 BEARSES wAY I MooE SETTINC-S TWO PUMP RUN LIGtkTS, HYANN S, MA OZfcOI I TWO HAN D-OPP -At)TO SELELToR $wI rcHE;1, ` i PREPARF-C) IF-OR : CSK RILALT%( TWO SEAL LEAK LI &HTS , Tb BE NEPACK 594 @EAR5E5 wAY i ! GR2-IO,:j OR APPROVED f=Qt,AL . NYAty INIS a NIA 62b0 I I b ALARM PANEL• 115 vo LT' C-I R C I'J T' PAN£t. J! �,� t PREPARED 6Y: SCHOFI Z1_D 8ROTaEg5, II NC• WITH HORN /ENO LIGHT TO ISE MOVNTEp :t I c. 5 MAlft STRrEET E.XT, INSIDE 811i1.G)IN6-. PANEL SMALI, 81E � sAHaltvr PL.Yr«�taU`rti , MA o2.5(,�O 1 NtoDL=L 1204 dR ApPRov'ED Et1�.1AL, p�Nc• � � �._.__.._ .._____�._ �._.�.�.._....___._._.�........,...�, DFiAtiNN COY 1^G M CHECKED 9 Y- RJ't3 SCALE ' AS NOTED DATE: SEPTE M 31E.R 24, 19 i TO E:Lx NtOr�r (L Ala'Aber eo e" 7-4 X Pr 0 If-;,cl 15 Q.lj 77 177777 d, ,d d �i`c'�' hc c o tt e re lif I 1A \(v Flo 6 r Ay lit ivd5A /111 elf-. qc elf A /, —1c) lrv-)O v(2,d , // �& 77S�777-91_.,,'21 Feci Pc C-) d xl>� 1 —pr D po - ob( H CL -F(A -P,L4 r . rAll 11 E,X\ C , 41 100-C- N/� A 7 A o I C1ab D I 11 c (J IV 7 f 7- C m p I fiiii n e- 4\ ,�- � ,�� sue � \ j i uj 0 ---rloc, --A �5 cl_ � ( c� - -)t> To eptr � � ICT 1-opo-seq\ Etiairve or-� rv,Y­, I mckc-h lf�q-(-,I ROO m "CL C_ Ta i 1 y 1, L 4 EX 0 .4 1 Ald- 1 i I - __ ' Ek 1,:5+I' E x ,, 0 V � yj /`1 N!, Cris c) PC) -s Q j ` I + Ll -Yl atit Y Ac C, a q x i i r) tock# � ek 4 1 T' AA Exist 3 Z)0 r 5 o V ENT' C i c j ci C/) 1// 1 I. 4:" S k o c Boar5 d flon ToWdftN� PAL ftm wa L�ii i L r.c r i8 .BLA_� CLA aq 2 Pj eu Flr-Q_r_irk-r-(U.t i4 r� ,I iF �`y:�_-' ,. ,,�//' I e {..7 4;.�,T "'�� ' �tJ C�Gl,t 4.+(/f �1�14;i£'�.. / � w c h(e C4161 a ,4 - � �" ,may f J i J a fN G Co/YCRE E 40 [ QF:>O S�'p Co,VCRE 7,0 A 7"F'OR M ' }( 7 I ° �- ,VAMP IZ VA S MP,5 vAs V 15D � 7..,y/.S' ,'c��'�f�C�L ,-�'�,/C3 Gt/i'1r` ,4�� �1 •�./�','.�`!G'.1�,, ;` •.^���:.�i►L..� '� `r` i� CIF L_A� ? 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