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INSTALL 104 IF 8" W PIPE IN FLEX COUPLING 1/4" 18" DIA. STEEL CASING WITH MJxMJxFLA TEE CENTRALIZERS. INSTALL FLAxFLA GATE VALVE WITH BLIND FLANGE o FLEX COUPLING FLAxFLAxFLA TEE FLAxMJ-GTV RESTRAINED FLAxMJ-GTV SCALE: N 1" = 40' a 87.60 RIM INSTALL 83.61 INV v INSTALL TYPE "B" BARRICADE PER S. J. CO. STD. R-24 W/60" BARREL(2) o Z7 U ' 83.26 INV " INSTALL 10 -LF I 18" SO - 5=0.0015 t INSTALL LF 18" SO 18" SO¢ S=0.011 ALL 65 -Lf I 83.13 INV 12" SO NSTALL CI.C. SEE DETAIL "I 90.20 RIM 84.07 INV INSTALL 65 -LF 24' SO 5=0.011 63.61 INV FA EX. HYDRANT - EX. BLOW -OFF FLAxMJ-GTV INSTALL 104 IF DETAIL A 8" W PIPE IN NTS 1/4" 18" DIA, DETAIL B STEEL CASING CENTRALIZERS. WITH INSTALL STREET LIGHT NTS PER S.J. CO. STD. R-32. LIGHT SHOULD BE INSTALLED BETWEEN BACK OF WALK AND RIGHT-OF-WAY 9015 4$ \N� eg R=58.00' i R=42.51 INSTALL 100 -LF 18" SO ss� S=0.003 1 8" W I SIDEWA' " TYPE 1 CURE INLET CATCH 12" PIPE BASIN DETAIL C CICS NTS INSTALL TYPE 1 CURB INSTALL 50 -LF \ INLET CATCH BASIN PER 18" SO S.J. CO. STD. D-13.(TYP) - - - - - - -S=0.0015 - - _ 16 gm - - - - - � - - - - - - - - - - - - - -� - a - - - - - INSTALL S.D.M.H PER j STRIPE PER DETAIL 2 5 v T vv 15+ 00 16+ S.J. CO. STD if CW -S7 CALTRANS STD. PLAN A20A D J INSTALL 166 W/60" BARREL(2) o Z7 U F- �� " INSTALL 24" SO 5=0.005 - INSTALL 25 -LF t cans LF INSTALL 30NLF 18" SO¢ try415 $ ALL 65 -Lf I w 12" SO S=0.0015 CONSTRUCTION NOTES Ln 3 SD 5=0.002 INSTALL 30 -LF Q'i INSTALL TYPE I MAINTENANCE HOLE PER S.J.CO. STD PLAN CW -S7 (TYP.). m� 91,70 oc INSTALL WATER VALVE PER S.J. CO STD # CW -W5 (TYP.). 5 LF 94 INSTALL FIRE HYDRANT PER S.J. CO STD if CW -W18 (TYP.). �� 12" INSTALL 4" SANITARY SEWER SERVICE PER S.J. CO. STD if 70, 7b (TYP.). z + z PIPE INVERT AT PROPERTY LINE SHALL BE A MINIMUM OF 5' DEEP. U Q INSTALL 1" WATER SERVICE PER S.J. CO. STD # CW -W8 (Ti o6 N80 82 zt�`11� - © INSTALL HANDICAP RAMP PER S.J. CO. STD. PLAN R-10B.(TYP) _5556 MAINTAIN Q INSTALL AIR RELEASE VALVE AT HIGHPOINT OF WATERLINE. En V7 00 - ® TRACING WIRE (10 GAUGE MIN. - VINYL COATED) SHALL BE TAPED DIRECTLY CATCH BASIN TO ALL PIPELINES, HYDRANT LATERALS AND WATER SERVICES. WIRE SHALL ^ STA. 12+57 BE CONTINUOUSLY LOOPED THROUGH VALVE BOXES TO WITHIN 6" OF GRADE. PR SCALE: LEAVE 12" OF EXCESS WIRE EXPOSED AND COILED AT PIPE/SERVICE TERMINATIONS. ti 10 + 00 11 + nn 10 i nn ,z BL OSS LEGEN D " SEE DETAIL B-/ INSTALL 104 IF EX. EXISTING 8" W PIPE WITH ROAD SECTION S.EP SAN JOF PA COUNTY / \ / STEELXC CASING(90) EP EDGE OF PAVEMENT SEE SHEET C5 W WATERFLOWLI SEE DETAIL A W WATER � r SS SANITARY SEWER SD STORM DRAIN SSMH SANITARY SEWER MANHOLE SDMH STORM DRAIN MANHOLE / X 12' A \ / LF LINEAR FEET RESTRICTED l / DRWY. / CICB CURB INLET CATCH BASIN ACCESS(TYP) / / / CERTIFIED BACKFLOW FLA FLANGE DEVICE TO BE USED MJ MECHANICAL JOINT / l DURING CONSTRUCTION. o- EX.OPOSED POWER POLE RE PROPOSED 10' P.U.E. PROPOSED WATER VALVE / CONTINUOU LEFT 92.28 CG/ / TURN LAN /l ® PROPOSED WATER METER o CENTER LINE MONUMENT INSTALL 334 IF ■ CATCH BASIN 8" W • / • MANHOLE A R -VALUE LOCATION O j 91.94 92.23 � / INSTALL 401LF 9 52 / 13.57 � , t 18" SO INSTALL STREET LIGHT l l io W /3 S=0.0015 PER S.J. CO. STD. 92 oz CG 9 . 1 )9? / 1. 4 TO / O3 JCP / / INSTALL 113 IF �� J ,? l l / 8" SS PIPE WITH 50' R/W � 1/4" X 18" DIA. 2' ns' ns' z"' I 919 a ^ �a9�/ / STEEL CASING.(80') 1 }tet' Q`h J 9a.10 21C 2% Q Q B / SEE SHEET C5 2:1 (Ti i `S 93.72 FOC P 78•. SQ p 10 5 % �� Vertical Curb, _ N J / / 9A I V� i Gutter & Sidewalk 73Op0 F� / / 93.62 e n• 95% comfea�t onte Base Prime coat 0 94.17 3 Asphalt Concrete P 9VhV r° 1 R=40' / It, SSMH .69 2 90% Subgrade \ 2.0E6 y?a 9169 0 957 P compaction (12BLOSSOM COURT ? P .01 OE 9 TOP 3.68 E INSTALL JO -LF ffi§ EX. POWER POLE STA. 10+00 TO STA 15+26.87 12" SO 7 CTI / TRAFFIC INDEX R -VALUE TO BE RELOCATED S=0.003 go `"J S \ / C (BY OTHERS) 6 P2 NOT TO SCALE h �c6 x 4�i � a l � R/W R/W h INSTALL STOP, 50' To 60' SIGN PER Si CO ESTOP BAR LOCATIO AND MARKING 3e STD. R-25 /PER CALTRANS 4 5 25' TO 30' 25' TO 30' 4.5' TRAFFIC MANUAL 2' 17.5' TO 20' 17.5' TO 20' 2' INSTALL STREET LIGHT 6 / / FIG. 6-37 1' to 2.5' 2% 2% �{ 1' to 2.5' R-32 5- CO. STD. 5'- R=40' l c�l 93.40 P \ ~- I 2.1 (Ti OM COURT / / <� Vertical Curb, INSTALL STREET Gutter & Sidewalk SCALE: HORIZ: 1" = 40' VERT: 1" = 4' NAME SIGN PER SJ. CO. l l l 9.5" Aggregate Bose STD. R-25 / 80' II / 3" Asphalt Concrete 95% compaction Prime coat INSTALL 50 IF / I NOTE: 8" WATER WITH I LOCKEFORD COMMUNITY SERVICES DISTRICT WILL 90% Subgrade RESTRAINT AND l l / REQUIRE REDUCED PRESSURE BACKFLOW DEVICES compaction (12") BLOWOFF VALVE. / / // DOWNSTREAM OF THE METER AT ALL SERVICES. BLOSSOM COURT 10' P.U.E. -�/ l / / STA. STA 15+26.87 TO STA 16+50 / NOT TO SCALE v~i a F-- z 94 v T vv 15+ 00 16+ 94 c°� D J INSTALL 166 LF 18" SO 5=0.003 Z7 U F- �� " INSTALL 24" SO 5=0.005 - p 19.5 LF J Q try415 $ ALL 65 -Lf I w O - 12" SD Uv tNSTALL INSTALL 30 -LF - -70 m� rT -15 5 LF 94 Sheet �� 12" SD z + z Zoo U (- O �Z o6 N80 82 zt�`11� - - 343,'.LF 6 SS S=0.0085 _5556 MAINTAIN 1' VERTICAL En V7 00 - _ CATCH BASIN DETAIL ^ STA. 12+57 + PR SCALE: ti HORIZ: 1" = 40' ti VERT: 1" = 4' 50' R/W � 1/4" X 18" DIA. 2' ns' ns' z"' I 919 a ^ �a9�/ / STEEL CASING.(80') 1 }tet' Q`h J 9a.10 21C 2% Q Q B / SEE SHEET C5 2:1 (Ti i `S 93.72 FOC P 78•. SQ p 10 5 % �� Vertical Curb, _ N J / / 9A I V� i Gutter & Sidewalk 73Op0 F� / / 93.62 e n• 95% comfea�t onte Base Prime coat 0 94.17 3 Asphalt Concrete P 9VhV r° 1 R=40' / It, SSMH .69 2 90% Subgrade \ 2.0E6 y?a 9169 0 957 P compaction (12BLOSSOM COURT ? P .01 OE 9 TOP 3.68 E INSTALL JO -LF ffi§ EX. POWER POLE STA. 10+00 TO STA 15+26.87 12" SO 7 CTI / TRAFFIC INDEX R -VALUE TO BE RELOCATED S=0.003 go `"J S \ / C (BY OTHERS) 6 P2 NOT TO SCALE h �c6 x 4�i � a l � R/W R/W h INSTALL STOP, 50' To 60' SIGN PER Si CO ESTOP BAR LOCATIO AND MARKING 3e STD. R-25 /PER CALTRANS 4 5 25' TO 30' 25' TO 30' 4.5' TRAFFIC MANUAL 2' 17.5' TO 20' 17.5' TO 20' 2' INSTALL STREET LIGHT 6 / / FIG. 6-37 1' to 2.5' 2% 2% �{ 1' to 2.5' R-32 5- CO. STD. 5'- R=40' l c�l 93.40 P \ ~- I 2.1 (Ti OM COURT / / <� Vertical Curb, INSTALL STREET Gutter & Sidewalk SCALE: HORIZ: 1" = 40' VERT: 1" = 4' NAME SIGN PER SJ. CO. l l l 9.5" Aggregate Bose STD. R-25 / 80' II / 3" Asphalt Concrete 95% compaction Prime coat INSTALL 50 IF / I NOTE: 8" WATER WITH I LOCKEFORD COMMUNITY SERVICES DISTRICT WILL 90% Subgrade RESTRAINT AND l l / REQUIRE REDUCED PRESSURE BACKFLOW DEVICES compaction (12") BLOWOFF VALVE. / / // DOWNSTREAM OF THE METER AT ALL SERVICES. BLOSSOM COURT 10' P.U.E. -�/ l / / STA. STA 15+26.87 TO STA 16+50 / NOT TO SCALE 00 17+00 1 + 00 2+00 3+00 86' VC -_ in 10 ^ PAVEMENT to OG to EA -En of -- ot v~i a F-- z -- v T vv 15+ 00 16+ 0 c°� D J INSTALL 166 LF 18" SO 5=0.003 Ua F- �� " C5 24" SO 5=0.005 - p Z _ J Q try415 $ ALL 65 -Lf I w O - - -- - INSTALL 30 -LF - -70 m� UN CIO $_ 94 Sheet - U - 343,'.LF 6 SS S=0.0085 MAINTAIN 1' VERTICAL } S= 0.011 ? _ EX. CE TERLTtVE ti ^ + PR OSED CENTERLINE ti z ti 00 17+00 1 + 00 2+00 3+00 86' VC -_ in 10 ^ PAVEMENT to OG to EA -En of -- ot v~i a F-- z s-o.ee2s N 0 a- D J INSTALL 166 LF 18" SO 5=0.003 Ua F- �� " INSTALL 101,LF 24" SO 5=0.005 - p Z INS 50 W Z try415 $ ALL 65 -Lf I w O - - -- - O - -70 m� UN CIO $_ .011 Sheet - U - 343,'.LF 6 SS S=0.0085 MAINTAIN 1' VERTICAL } }} f © e ULEARAIVitr ti - INSTALL 665,7 W ti ti -86 }{ INS TA LL 17 - -- F 6" SS 5-0 0085 . .� ^ x 2 MAINTAIN 1' VERTICAL - }{ 1 +?� +a z rnJ CLEARANCE +Z=� o - a Z m s� Dv `n6E3rs Iiiiiz in 0p N�07.00 FQ- O 01 m 4p • _. - to m TEELLCASING(18') �> +s cz ( } - ¢ C. Vi�VHR I { -- CAS. N 6 ss s=o0- I-Za 00 17+00 1 + 00 2+00 3+00 86' VC -_ in 10 ^ PAVEMENT to OG to EA -En of -- ot No. I REVISION I DATE I BY BENCH MARK: BRASS CAP 75' EAST OF HW. 88 AT BOTTOM OF "PAYLESS" SIGN, STAMPED: SJCO MN -10.3 BM" USC&GS DATUM. EL=96.71 c� Z a F-- z N 0 a- D J Z 1.; Ua F- �� z z z Z p Z � AU W Z 3 g w O O - O - -70 m� UN CIO Sheet - }} - INSTALL 665,7 W rt - -86 }{ MAINTAIN 1' VERTICAL - }{ CLEARANCE m s� Dv `n6E3rs TEELLCASING(18') ( } - ¢ C. Vi�VHR I { -- CAS. N 6 ss s=o0- I-Za tI - -uTuxEk HdSTALL 7 NLF 6 SS - Sao N S_0.007© SS - a 2" MIN. CLEAR 00 ani^ �" `�-'" N BET CASING PIPE O.Q. (6 ¢ ANDk0 ± Ln co IM- En of -_N eaLO t - •. ; Ai r No. I REVISION I DATE I BY BENCH MARK: BRASS CAP 75' EAST OF HW. 88 AT BOTTOM OF "PAYLESS" SIGN, STAMPED: SJCO MN -10.3 BM" USC&GS DATUM. EL=96.71 IMPROVEMENT PLAN ,we No. UU44 DATE 5-2001 DRAWN SM CHECKED 4 Sheet Number C4 3 OF 6 c� Z a F-- z N 0 a- D J Z 1.; Ua F- �� z z z Z p Z � AU W Z 3 g w O IMPROVEMENT PLAN ,we No. UU44 DATE 5-2001 DRAWN SM CHECKED 4 Sheet Number C4 3 OF 6 F-- z QZ 0 a- D 0 F- z Z p c� > O O O z m� CIO Sheet Content IMPROVEMENT PLAN ,we No. UU44 DATE 5-2001 DRAWN SM CHECKED 4 Sheet Number C4 3 OF 6