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PROFESS m t IR Qj 50 mm BLOWOFF VALVE Q 0 (SEE DETAIL) ? o t x STA 33+22.91 N NO. 32192 7- 2 y - INSTALL 96 In 100 mm DUCT INSTALL 21 In 50 mm DUCT * EXP. 12/31/2004 CAP AND PLUG END Q STA 33+22.91, 11.80 m LTC I Q 'ATF INSTALL 300 mm 0 STREET STA 32+55.81, 11.80 In LTco LIGHT SPLICE B X R ' INSTALL 300 mm 0 STREET QQ STA 31 +26.0, 7.90 m LT O z 2 LIGHT SPLICE BOX INSTALL 300 mm VALVE . STA 32+55.81, 10.52 In LT STA 32+95.0 4.90 m RT 6AI G STA 31 +32.4, 7.90 m LT INSTALL STREET LIGHT FOUNDATIO , m 2 " INSTALL 6.5 m 200 mm JCO STD CONST STD SSMH DWG R-32 c WATER, INSTALL METER BOX 9 8 h TA 32+50.0, 8.10 m LT STA 32+65.83, 5.0 m LT STA 31 +32.4, 8.10 m LT INSTALL 200 mm VALVE INSTALL 150 mm VALVE - INSTALL 200 mm VALVE STA 31+50.0, 7.90 m LT CA: 1-800-642-2444 " INSTALL 6.5 In 250 mm STA 32+15.0, 10.68 In LT 7 t- _. WATER, INSTALL METER BOX INSTALL FIRE HYDRANT SJCO STD DWG CW-W18 LLJ STA 31 +50.0, 8.10 In LT INSTALL 250 mm VALVEly 4 KEYED NOTES ° STA 31+75.0, 6.4 In LT LLJ INSTALL 150 mm. VALVESTA 31 +60.0, 2.90 m RT - CONST. STANDARD SDMH F - m < 16 21 ��^� f- R=358.200 f - PI W STEEL COVER +1+il+/ ? o 15 - 2❑ STA 31 +60.0, 11 .8 m RT CONST OM / & o 13 (WATE a STA 33+.22.91 , 12.52 m RT & TRASH RACK OPENING=2.17 m INV.=1.29 m W a z `J ..._ ' 1 2 INSTALL STREET LIGHT FOUNDATION - NV: 1-800-227-2600 SEE THORNTON ROAD � � � � � 22 INSTALL 8.9 m 300 mm SD ® S-0.0014 .__ �- _ NTON ROAD m ss REALIGNMENT EAST SIDE PLANS 1 TNOR 4 18 Som, so 2g0� ® INSTALL 13 m 300 mm SD @ S=0.025 ro IV loom 4 1 7 1 9 STA 32+66.78, 13.86 m RT � > m 14 11 INSTALL 22.3 m 150 mm a STA 31 +60.0, 9.910 m LT AT TOP FACE OF CURB - o mll WATER, INTALL METER BOX CONST TYPE 2 CURB INLET SJCO STD DWG D-14 °' ` 0' SJCO STD DWG CW-W8 GRATE=2.607 In INV.=1.60 m N W CL U m zso�m STA 32+60.0, 2.90 m RT Z o o R=368.900 CONST STD SDMH © STA 33+40.0> 2.90 m RT- CONST. STANDARD SDMH oSTA y '±' 1 (STORM DRAIN) a U 3.75 In R=370.900 NSTALL+61.03m 1450 mm ❑ y ' o 7 STA 33+40.0, 11.8 m RT - CONST OMPI W/ STEEL COVER Z Y Y 2 3 20 SEWER) STORM ® S=0.002 - CAP END & TRASH RACK OPENING=2.17 m INV.=1 .20 m w U (� z STA 32+89. 1 STA 32+58.66, 13.71 RT uJJ In INSTALL 8.9 m 300 mm SD ® S=0.091 Z 8 STA 31+72.70, 14.61 m RT INSTALL 25.15 m 1 -100 mm DUCT NSTALL 9.0 m 150 mm w Z q INSTALL 6.5 m 250 mm CAP AND PLUG END SEWER S=0.007 - CAP END - w = WATER, INSTALL METER BOX STA 32+88.7 9 INSTALL 13 m 300 mm SD ® 5=0.018 Y W Zu ; STA 32+57.50, 4.90 m RT SJCO STD DWG CW-W8 INSTALL 20.43 m 1 -50 mm DUCT CON STD SSM 10 STA 33+40.0, 9.910 m LT AT TOP FACE OF CURB - y Z i STA 31 +52.83, 4.90 m RT CAP AND PLUG ENDCONST CONST. STD SSMH F-7] INSTALL 47 m 1 - 50 mm DUCT GRATE=2Y6072m URB INLET SJCO STD DWG D-14 STA 31+80.61, 2. m RT Q STA 31 +28.0 CONNECT CONST STD SDMH 18 STA 32+89.51, 12.63 m LT - FUTURE PADMOUNT LB JBOX 1 1 STA 31 +49.4, 4.90 In RT - INSTALL 19 m 250 mm TO EXISTING SS SEWER ® S=0.0025 - CAP END STA 32+88.7, 11.80 LT - INSTALL 300 mm 0 STREET LIGHT SPLICE BOX CONNECT TO EXISTING WATER STA 31+79.29, 14.48 m RT 19 CERTIFIED BACKFLOW PREVENTER INSTALL 11.65 m 450 mm 1 STA 32+50.0, 7.80 In LT - INSTALL 6.5 In 200 mm WATER, INSTALL METER BOX REQUIRED DURING CONSTRUCTION STORM @ S=0.002 - CAP END 20 STA 31 +88.72, 12.52 m RT - INSTALL STREET LIGHT FOUNDATION - STA 31 +78.15, 4.90 m RT SEE THORNTON ROAD REALIGNMENT EAST SIDE PLANS 13 STA 31 +26.11 , 13.35 LT - INSTALL 1.4 m x 2.6 m SPLICE BOX STA 31+76.81 14.48 In RT THIS PLAN IS INTENDED CONST STD SSMH NSTALL 9.6 m 150 CA 21 INSTALL 49 m 3 - 50 mm DUCT 14 STA 31+40.0, 11.82 LT - INSTALL 0.5 m x 0.75 m SPLICE BOX LjJ Z FOR UTILITY IMPROVEMENTS SEWER � S=0.007 - CAP END Z ONLY. SEE LAYOUT PLANS 22 INSTALL 64 m 1 - 50 mm DUCT 1 `J STA 31+40.0, 18.10 m LT - INSTALL PMH-9 BY OTHERS SCALE: � cr FOR ROAD IMPROVEMENTS VERT. 1:500 O Z Ll & CULVERTS 22 INSTALL 64 m 1 - 50 mm DUCT 16 INSTALL 288 m 1 - 150 mm DUCT _ Q CONTRACTOR TO INSTALL ALL Q U 8 SUBSTRUCTURES FOR STREET LIGHT Z Ljj SYSTEM, AND PROTECTIVE TUBES FOR 8 M H FO UTILITIES WITHIN R W STREET LIGHT POLE. PG&E TO PULL WIRE, uj Z 7 SET POLES, AND MAKE CONNECTIONS -7 O 04 Q V7 i z Z O o 6 z ' o 6 Z 00 Z U o V) z � + (o L0 00 � � o z z � � 5 F- O < 5 woo + o =75; � = C) _ �- o c0+ coc0 oo cV N D OLr) UJ d rn ~ z 5 + Q + d I� 4 j J "� N M ROPOSED CENTERLINE w M N M N N � J M N 4 Z DRnF in 1. 1 11 F O CIL E ISTING CENTERLIIIIIIE P OFILE rO.3 In MIN. 1.3 m MIN. 3 0.250% CLEAR ANCE -0. 50 CLEARANCE E 3 .Y. ------ 0.9 m MIN --- - ---- -- ----- --- - -- - 2 COV R 2 1 _ _ 1 SCALE 1:500 METER JOB NO. 1548-0010 INV 1 . 58 m 4 0 mm INSTALL 24 m NST LL 78.8 m ` 30 mm WATER DRAKNEo MRC 0 INS ALL 23. m INV 1 .258 m 4 0 mm 600 S==0.0006 ST RM 0 FXEw1v AMC NS ALL 37. m 250 mm SEWER 250 mm SE ER 14NSTALL 53.2 m I CHECKED SKS NSTALL 2 .6 m NSTAL 79.4 N TALL 9 .3 m S=0.0 2 INV 0. 17 IN ® S 0.0020 6 0 mm 4 0 mm TORM 450 m STOR DATE ✓use z000 INV 0 627 IN INV 0.687 (OUT ® S=0 0009 INV 1.186 600 m 2 0 mm EWER ® S=0.00ITORM 6 - 1 INV O 597 (OUT) ® S=0.00 9 INV 1.186 rr 450 mrn @ S=0.002'5 - 1 SHEET No. IN 1 .276 450 mm INSTAL 25.3 N TALL 79.4 m m H TO M LIN .137 In 00 mm (IN) ALL DIMENSIONS ARE IN IN 1 .276 300 mm 250 m SEW R 25 mm S WER INV 908 IN 392 im 600 m OUT METERS UNLESS OTHERWISE SHOWN U ® S= .0025 CSD =0.002 INV .878 (0 T) IN 0 383 (OUT) INV 1.456 �-n 300 mm INV 0.3-9/2- frill [fill - 10 X12 30+ 80 31 + 00 31 + 20 31 + 40 31 + 60 31 + 80 32 + 00 32+ 20 32+ 40 32 + 60 32+ 80 33+ 00 33+ 20 33+ 40 3t + 60 33+ 80 34+ 00 34+ 20