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i <br /> PROFESS/ m <br /> K' Siff F2 <br /> KEYED NOTES m o <br /> STA 29+25.0, 1.8 m LT - INSTALL 300 mm VALVE - CW-W5 i i EXPO 2/3� /2000 <br /> STA 30+25.0, 4.90 m RT CONST. STD SSMH CW S7 { { q � <br /> STA 2+66.36 12.7 LT, INSTALL 9.30 m CIV1 <br /> { � � � rF of �A`�FOF` <br /> 50 mm WATER, PVC PIPE, AWWA C900, (n <br /> STA 30+20.0, 7.90 m LT - INSTALL 300 mm VALVE - CW-W5 <br /> CLASS 150, DR 18, OR APPROVED EQUAL { <br /> STA 2+66.36 19.56 LT, <br /> INSTALL 50 mm WATER METER &STD DWG CW-W8 5 M BLOWOFF V/ V� �{ eh o <br /> / 3 VALVE SJCO <br /> S E TAIL <br /> SJOOTONCTOPETOFVERIFY METER )NTH �____,. � <br /> F { � IF <br /> / �a SEE S FICATION F ' I ' \ <br /> CONN CTII)N DETAILS <br /> / 2 i <br /> / / ~ W 300mm <br /> 1 <br /> "82" 10+00.00 ^� / \` 30 STAR STREET I �. 4 <br /> "T2" 29+30.345 <br /> 25pnm SS � Q � <br /> CONNECT TO EXI I j ! LM a o <br /> E I IF ❑ ■ ❑ ❑ ❑ <br /> \ <br /> �J <br /> 00 <br /> 2 � o <br /> LINE { / > 1 00 <br /> 4 <br /> Oa <br /> BANNER STREET t I { ' ; CA: 1-800--642-2444 o <br /> °- o <br /> ZOCO <br /> � <br /> t � f <br /> 0 F 0 <br /> ZXYLOwe o <br /> STA 10+07.0, 9.45 m T , t� L ' j 4 wV U z <br /> CONST STD SSMH _ { -TIi O wW �, <br /> SJCO STD DWG CW-S7 Z j m g <br /> LLI <br /> { i z w co <br /> Y (n Z� o <br /> z 600 mm STD MH he H Z z <br /> COVER AND FRAME STREET LOCATION SEK`I� <br /> 40 mm A.C. (MIN.) <br /> NV: 1-800-227-2600 <br /> i' I CLASS B X600 mm 0 RCP C-76 CL-IV <br /> f <br /> o CONC. COLLAR RISER (300 mm MIN.) <br /> 3 I DUCTILE IRON PIPING 0 mm THREADED CAP <br /> I I AND FITTING <br /> EDWOOD BLOCK THIS PLAN IS INTENDED <br /> 300 mm 0 WATE FOR UTILITY IMPROVEMENTS <br /> 0 mm AWWA APPROVED GATE VALVE ONLY. SEE LAYOUT PLANS a <br /> �--ti WITH NON RISING STEM FOR ROAD IMPROVEMENTS <br /> Z <br /> VARIES SCALE: 0 Z <br /> W <br /> 50 mm BLOWOFF VALVE (DETAIL) HORIZ. 1:500 <br /> VERT. 1 :50 y N6 <br /> J <br /> SEE STATE ROUTE 12 PLANS W <br /> 8 8 FOR UTILITIES WITHIN R/W 8 � J <br /> W <br /> 7 7 7 � I � � z <br /> p o d W O <br /> J W Z p r 0 Ln 00 <br /> 6 6 J F- J w � + c � 6 W z <br /> = N Q JZ ? > o o � Lc)Lo (f 06 + � M w Mo J 0 in <br /> � <br /> En p = z > e = PAVEM NT ELEVATION o f + + oo o � w M w Wcy <br /> 5 nA%l � 5 o E o � ® "T2" LINE cv o 0 0 _ J � � J 5 F vI Q <br /> ® "B2" LINE o� INSTAL 109 300 m WATE , rOi a J O <br /> + o + o PVC PIPE, A WA C9 0, CLAS 7 <br /> 4 0 0 4 N o N ccn 150, DR 18, OR APPROV D EQUA �, 4 z <br /> Lo a <br /> --- <br /> INSTALL 2 rr 300 raWATEPVC PIPE,NG WATER 3 --- - 3 <br /> -� <br /> APPROVED E UAL r STUB & CAP <br /> 2 E ISTING STORM DRAIN CONNECTION NEW WATER 2 2 <br /> f7= <br /> 1 EXI TING S WE 1 1 SCALE 1.500 METER <br /> JOB N0. 15480010 <br /> TC <br /> N N EC T 0 EXI S T N G — — — — — — — — DESIGNED MRC <br /> O 0 O DRAWN AMC <br /> INSTAL 2 m 50 mm SEWER S=0.0 25, CHECKED SKS <br /> INV .033 IN PVC IPE, AS M D3034 , SDR 35, OR <br /> 1 5 SEWER 9D - 250 m _ 1 INV .0033 (OUT) APPR VED EQ AL - SUB & AP — 1 DA 7E MayY000 <br /> INSTAL 46. <br /> SHEET No. <br /> INV -0.113 IN +/-\ IPE, ASM D3034, SDR 5, INV 0.03 IN INST LL 85 250 m SEWER�j <br /> 0 APPROVED EQU L INV 0.00 3 (OUT) ® =0.002 , PVC IPE, AS D303 , ALL DIMENSIONS ARE IN U 1 <br /> SDR 35, OR APPROV D EQUA INV 0,273 m IN METERS UNLESS OTHERWISE SHOWN <br /> 10+ 60 10+ 40 10+ 20 10+ 00 29 + 00 29 + 20 29 + 40 29 + 60 29 + 80 30+ 00 30+ 20 30+ 40 30+ 60 30+ 80 31 + 00 31 + 20 31 + 40 12 OF 12 <br /> A S - 4-16 S <br />