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I I <br />i� <br />1 STA 11' 53.8, 51.1' <br />STA 11+26.5, 55.3c t <' <br />INSTALL, TYPE 1 DROP INI SD INSTALL <br />MAINTENANCE HOLE a 1 <br />_y <br />� � � /RIM=0.15, INV -2.85 1 � INV 3.20 N,S <br />-+ 10 P.U.E. _- 10'' <br />_ STA 9+99.0, 28.4 LT INV= -6.20 (W) )TO STA 1`1+05.5, 26.6' LT I p10".INSTALL 105 LF CURB, GUTTER do I I ISIDEWALK PER CO. STD. DWG CW-CINSTALL 8 LF 12"0' P.U.E. INSTALL 30 LFn+ SD O S=i.OK MIN.12" SD On \ - - - - - - - - - - - - - - - - -3=FOOT- TRANSITION -----S=1.0 MIN.r'+ STA0 �z 1 +63. MATCH EXIST. <br />cTe t t...nn A 10' ir _ 4 INSTALL TYPE 1 DROP INLET ___.._. __.__ <br />RSP A88A-,"',; <br />SAWCUT LINE <br />7 S <br />PLYMOUTH RD. CENTEI LINE S1 1-22'34-E <br />= rnnanIuerr-WITcr-rAf tC?%Dktte <br />CURVE TABLE - FACE OF CURB <br />CURVE <br />RADIUS <br />ARC <br />DELTA <br />C1 <br />20.0' <br />33.74' <br />96'39'47" <br />C2 <br />20.0' <br />29.72' <br />8508'56" <br />C5 <br />1532.0' <br />106.49' <br />3'58'58" <br />- - - - - <br />- -IST. <br />7 <br />CENTERLINE <br />------- <br />---- <br />4* <br />I <br />I <br />O <br />cp <br />a <br />UJ <br />�O <br />I <br />I <br />PROPOSED TOP <br />OF CURB <br />U <br />Z <br />W <br />ri <br />t <br />- - <br />I <br />D <br />INSTALL 140 <br />F 6" SS O S= <br />.511 <br />I <br />I <br />7M <br />r <br />INV -2.55 6 <br />SS <br />PROPOSED <br />TOP OF CURB <br />CLO <br />I <br />I <br />I <br />I <br />I <br />� <br />J <br />I <br />I <br />I <br />-------- <br />- - - - <br />---------- <br />-- <br />-- <br />----- <br />- <br />-7 <br />EX. 12 -INC <br />WATER - CWS <br />COORDIN <br />FOR HOT <br />VAI VE <br />TE WITH CAUFCRNIA <br />TAP AND INSTALLATION <br />VERIFY INVERT <br />WATER <br />OF6* <br />El PRIOR <br />- <br />TO 11 <br />4STALLATION <br />TTV <br />--- - <br />-- <br />----- <br />------ <br />------ <br />----- <br />I <br />EX. 36 -INCH <br />%ORM DRAIN <br />I� <br />II <br />11 <br />II <br />11 <br />10+00 10+50 11+00 11+50 0 N 12+00 12+50 <br />---------- - ---- <br />0 0 <o ,a ,,, W to ,r, (Ln01n <br />-J <br />9N rnsi_ <br />in <br />PLYMOUTH ROAD <br />SCALE: HORIZ. 1"=20' <br />PLYMOUTH ROAD VERT. 1"-2 <br />I� 10' P.U.E. I 01 ;r. I I <br />i� <br />1 STA 11' 53.8, 51.1' <br />STA 11+26.5, 55.3c t <' <br />INSTALL, TYPE 1 DROP INI SD INSTALL <br />MAINTENANCE HOLE a 1 <br />_y <br />� � � /RIM=0.15, INV -2.85 1 � INV 3.20 N,S <br />-+ 10 P.U.E. _- 10'' <br />_ STA 9+99.0, 28.4 LT INV= -6.20 (W) )TO STA 1`1+05.5, 26.6' LT I p10".INSTALL 105 LF CURB, GUTTER do I I ISIDEWALK PER CO. STD. DWG CW-CINSTALL 8 LF 12"0' P.U.E. INSTALL 30 LFn+ SD O S=i.OK MIN.12" SD On \ - - - - - - - - - - - - - - - - -3=FOOT- TRANSITION -----S=1.0 MIN.r'+ STA0 �z 1 +63. MATCH EXIST. <br />cTe t t...nn A 10' ir _ 4 INSTALL TYPE 1 DROP INLET ___.._. __.__ <br />RSP A88A-,"',; <br />SAWCUT LINE <br />7 S <br />PLYMOUTH RD. CENTEI LINE S1 1-22'34-E <br />= rnnanIuerr-WITcr-rAf tC?%Dktte <br />CURVE TABLE - FACE OF CURB <br />CURVE <br />RADIUS <br />ARC <br />DELTA <br />C1 <br />20.0' <br />33.74' <br />96'39'47" <br />C2 <br />20.0' <br />29.72' <br />8508'56" <br />C5 <br />1532.0' <br />106.49' <br />3'58'58" <br />C6 <br />1468.0' <br />108.94' <br />4'15'07" <br />STA 10+57.2 <br />PLYMOUTH OAKS <br />STA 11 +49.4 <br />PLYMOUTH ROAD <br />I <br />I <br />0 <br />0 <br />0 <br />STA 11+62.5. 3.5' LT <br />CONSTRUCT SADDLE TYPE <br />STORM DRAIN MANHOLE <br />CONNECT TO EXIST. 36" <br />STORM DRAIN UNE <br />INV= -6.60 12" <br />INV= -11.2± 36" (E) <br />G5 -x+-97.34 <br />INV <br />INV --3 <br />9+50 <br />SEWER EASE <br />SCALE: HORIZ. 1"=20' <br />VERT. 1 "=2' <br />I / <br />I � � <br />I � <br />-� 10' P.U.E. / <br />I / / <br />I 10' P.U.E. / <br />1 <br />STA 8+58.2 <br />CONSTRUCT SEWER MANHOLE <br />2 <br />0 <br />-2 <br />-4 <br />-6 <br />W <br />-10 <br />W <br />10+00 <br />EXISTING <br />GRADE <br />ko <br />N <br />La 04 <br />I------ <br />Q <br />� <br />0 <br />in <br />m <br />----- <br />---- <br />tu <br />PROPOSED <br />FINISH <br />GRADE <br />U' <br />4* <br />I <br />I <br />O <br />cp <br />a <br />UJ <br />�O <br />I <br />I <br />I <br />U <br />Z <br />W <br />00 <br />OLN <br />I <br />I <br />D <br />INSTALL 140 <br />F 6" SS O S= <br />.511 <br />I <br />I <br />7M <br />r <br />INV -2.55 6 <br />SS <br />-3.25 6" S <br />3± 6" SS (E <br />D <br />CLO <br />I <br />I <br />I <br />I <br />I <br />� <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />9+50 <br />SEWER EASE <br />SCALE: HORIZ. 1"=20' <br />VERT. 1 "=2' <br />I / <br />I � � <br />I � <br />-� 10' P.U.E. / <br />I / / <br />I 10' P.U.E. / <br />1 <br />STA 8+58.2 <br />CONSTRUCT SEWER MANHOLE <br />2 <br />0 <br />-2 <br />-4 <br />-6 <br />W <br />CONNECT TO EXISTING STA 9+96.0 <br />6 -INCH SANITARY SEWER CONSTRUCT SEWER <br />INV= -3.25 6" SS MANHOLE <br />INV= -3.31 6" SS (E) INV -2.55 <br />I 10' P.U.E.I <br />9+00 9+45.6! <br />I INSTALL 140 LF <br />-\\-I 6" SS O S=0.5% MIN <br />\ I <br />INSTALL 4" SEWER SERVICE \ \ <br />PER SJCO STD PLAN S-7 <br />I � I <br />I INSTALL 1" WATER SERVICE <br />PER CALIFORNIA WATER f v <br />SERVICE REQUIREMENTS / r <br />I INSTALL 1" WATER SERVICE <br />PER CALIFORNIA WATER <br />SERVICE REQUIREMENTS !� <br />0 <br />0 <br />I z. <br />I <br />I / <br />I / <br />I <br />/ <br />I / <br />I / <br />I / <br />/I <br />/I <br />(.0 SEWER <br />Ia.O <br />i OAKS CT. <br />10' P.U.E. \ <br />I INSTALL/1" 1�ATER RVICE <br />I.PER C IFORNIA TER <br />I <br />/��SEIRV ICE REQUIREMENTS <br />140. 62009 <br />EXP. 9/30/2005 <br />7 <br />U <br />Z <br />-10 <br />W <br />10+00 <br />W <br />ko <br />N <br />La 04 <br />W <br />Q <br />� <br />0 <br />in <br />m <br />W <br />2 <br />CONNECT TO EXISTING STA 9+96.0 <br />6 -INCH SANITARY SEWER CONSTRUCT SEWER <br />INV= -3.25 6" SS MANHOLE <br />INV= -3.31 6" SS (E) INV -2.55 <br />I 10' P.U.E.I <br />9+00 9+45.6! <br />I INSTALL 140 LF <br />-\\-I 6" SS O S=0.5% MIN <br />\ I <br />INSTALL 4" SEWER SERVICE \ \ <br />PER SJCO STD PLAN S-7 <br />I � I <br />I INSTALL 1" WATER SERVICE <br />PER CALIFORNIA WATER f v <br />SERVICE REQUIREMENTS / r <br />I INSTALL 1" WATER SERVICE <br />PER CALIFORNIA WATER <br />SERVICE REQUIREMENTS !� <br />0 <br />0 <br />I z. <br />I <br />I / <br />I / <br />I <br />/ <br />I / <br />I / <br />I / <br />/I <br />/I <br />(.0 SEWER <br />Ia.O <br />i OAKS CT. <br />10' P.U.E. \ <br />I INSTALL/1" 1�ATER RVICE <br />I.PER C IFORNIA TER <br />I <br />/��SEIRV ICE REQUIREMENTS <br />140. 62009 <br />EXP. 9/30/2005 <br />7 <br />U <br />Z <br />W <br />W <br />LJ <br />N <br />U <br />W <br />Q <br />� <br />0 <br />v <br />1 <br />tu <br />0In <br />U' <br />4* <br />Z <br />O <br />cp <br />a <br />UJ <br />�O <br />U <br />Z <br />W <br />00 <br />OLN <br />O <br />0 <br />D <br />Design <br />DMA <br />Check <br />AMC <br />Date <br />06/02/06 <br />Scale <br />1" = 20' <br />1" = 2' <br />Original Drawing Scale <br />I0I'' .h< 1, /'"1 111111 <br />�L�1.�1_1.�1_111� <br />Sheet Number <br />6 Of 10 <br />Project File No. <br />04-124 <br />W <br />Lr) <br />LJ <br />3 <br />0 <br />1 <br />,LI^I <br />v ) <br />0In <br />a <br />Q <br />Z <br />• <br />2 <br />O <br />0 <br />D <br />N <br />O> <br />7M <br />r <br />D <br />CLO <br />Q <br />� <br />J <br />a. <br />Design <br />DMA <br />Check <br />AMC <br />Date <br />06/02/06 <br />Scale <br />1" = 20' <br />1" = 2' <br />Original Drawing Scale <br />I0I'' .h< 1, /'"1 111111 <br />�L�1.�1_1.�1_111� <br />Sheet Number <br />6 Of 10 <br />Project File No. <br />04-124 <br />