Laserfiche WebLink
PROFESS/0� m <br /> K S, Fy <br /> G 1- 0 m <br /> N N0. 32192 7� a <br /> EXP. 12/3 /2000 <br /> STA 33+98.0, 10.68 m LT F of cA� F� <br /> INSTALL FIRE HYDRANT <br /> SJCO STD DWG CW-W18 Z <br /> O <br /> STA 35+30.2, 12.80 m LT 2 <br /> CONST SADDLE TYPE MH ( 1644rc rZe CA: t-800-642-2444 a <br /> STA 33+98.0, 6.90 m LT SJCO STD DWG D-18 , l <br /> INSTALL 150 mm VALVE INV=0.343 m 0E 4 o <br /> STA 33+98.0, 7.80 m LT STA 35+30.2, 9.70 m LT G,e,4r-4__Af <br /> INSTALL 22.1 m 150 mm CONST CSP RISER W/ O <br /> ' WATER, INSTALL METER BOX TYPE 2 CURB INLET <br /> /� CATCHBASIN <br /> f"'7 SJCO STD DWG CW-W8 SJCO STD DWG D-14STA <br /> 36+20.0, <br /> 0 m LT <br /> / <br /> (ij GRATE=2.698 INSTALL 0mmVALVE <br /> �Z & BLOW-OFF PER <br /> STA 34+95.0, 4.90 m RT SJCO STD CW-W6 SE <br /> S\ 4 P <br /> y 2 <br /> CONST SSMH NEWDRAINAGE PIPE <br /> C (BY OTHERS) NV: 1-800-227-2600 a <br /> 2 � <br /> W Ed <br /> 300m QO W <br /> a Q m U <br /> THORNTON ROAD u a u u u <br /> STA 33+89.52, 750mm So <br /> 4.90 m RT 800mmso „ 't <br /> CONST SSMH 230mm n m CO 00 <br /> a � N <br /> STA 33+92.0, 2.90 m RTLn I <br /> E 0 LO <br /> 0 <br /> 0 MN <br /> STA 33+89.52, CONST STD SDMH L <br /> 4.90 m RT STA 35+30.2 INSTALL 15.9 m STA 36+50.0, 2.90 m RT U ° a <br /> INSTALL 10.3 m 900 mm STORM ® S=0.0001 CONST. STD SDMH w a V <br /> 150 mm SEWER STA 33+92.0, 2.90 m RT STA 34+95,0, 4.90 m RT STA 35+30.2, 2.90 m RT STA 36+53.0, 2.90 m RT 0 z o N <br /> ® S=0.007 INSTALL 11.4 m 450 mm INSTALL 2.0 m 250 mm INSTALL 7.3 m 450 mm CAP AND PLUG END a rl U <br /> CAP END STORM ® S=0.002 SEWER ® S=0.0025 - CAP END SD ® S=0.135 STA 35+30.2, 2.90 m RT ^ '^ <br /> CONST SADDLE TYPE MH Z Y Y o <br /> LLJ 9, <br /> SJCO STD DWG D-18 N U W E- z <br /> STA 35+30.2, 10.20 m RTW N <br /> CONST OMPI W/ STEEL COVER L j Z <br /> AND TRASH RACK OPENING=2.2 m - w <br /> INV=1.33 m Y w Z" <br /> 9 0) z <br /> THIS PLAN IS INTENDED <br /> FOR UTILITY IMPROVEMENTS <br /> SCALE: <br /> ONLY. SEE LAYOUT PLANS HORIZ. 1 : 500 Z <br /> FOR ROAD IMPROVEMENTS VERT. 1 :50 W <br /> & CULVERTS <br /> CD O <br /> N J J <br /> 8 8 w w c5 <br /> Lu7 <br /> 7 c:)CL o <br /> Q 6 z oy <br /> 6 ~ Z cn = z o <br /> ui F- - w <br /> z Qo <br /> z z z Ld oo � � <br /> = > o 55 � -z, <br /> r1i <br /> o N <br /> oN � � oN Nw + � F- <br /> + + o > W 't � `� < (Ao 5W ° V) 4 <br /> 4 14) po � <br /> .3 MIN <br /> CLEARANCE TYP) <br /> 3 <br /> 0. 0 0. 507, 0.250 0 3 <br /> ---- --- --- ---- -------- ---- --- --------- <br /> - - ---- ---- --- ---- -------------- ---- <br /> -------------------- ---- <br /> 0.9 m IN <br /> --- --- ----- <br /> 2 COVER 2 <br /> 1 1 SCALE 1:500 METER <br /> J06 NO. 1548-0010 <br /> ' DESIGNED MRC <br /> INV 0.361 750 m I V 1.473 m IN 0 DRAW AMC <br /> I m mFILE CHECKED SKS <br /> INV 0.361 450 m STALL 138.2 m <br /> 50 mm STORM INSTALL 240 INV .345 m 900 m INV .417 m 600 mm DATE June 2000 <br /> _1 I V 1.232 m IN S=0.00011 300 m WATER INV 345 m 750 m INV 417 m 00 mm -1 SHEET No. <br /> PS=O <br /> 105.7 INV 345 m 450 m STALL 119.8 m ALL DIMENSIONS ARE IN <br /> SEWER00 mm STORM <br /> 020 S=o.o 06 METERS UNLESS OTHERWISE SHOWN U2 <br /> 11 OF 12 <br /> 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00 37+20 <br /> �- T ' 0---7 <br />