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&RAPES ® TI LINE 61.5± q.5± q.b± q.b± q.l± q.l± 61,8± q 8± q q± q.q± 10.0± 10.0± 10.1± 10.1± 10.2± 10.2± 10.3± 10.3± 10.4± 10.4± 10.3± 10.3± 10.2± 10.21 10.1± 10.1± 10.0± 10.0± q.q± <br /> 6RADE5 ® EX. EP 8.8± 8.8± S.q± q.0± q.l± q.2± q.2± 61.3± q.3± q.4± q.5± 61.6± q.l± 61.8± q.q± q.q± 10.0± 10.1± 10.1± 10.1± 10.0± q.q± q.8± q.0± q.0± q.b± qb± 61.5± 61.5± <br /> 61.18 1.15 61.13 61.14 <br /> &RAPES @ EP LEFT <br /> 6RADE5 ® FL 8.1± 8.11 8.82 B.Sl 8.612 S.ql q.02 61.08 61.13 q.lq q.24 61.21 1.34 61.40 61.45 61.50 61.55 qb1 61.66 61.61 61.63 q.58 61.52 61.41 q.42 q.30 61.31 61.21 <br /> 6RADE5 ® EP RIGHT 61.0± q.0± q.l± q.l± 61.18 61.23 q.28 61.32 61.31 q.42 q.41 q.52 61.51 61.62 61.61 61.12 61.00 61.82 61.81 61.85 q.80 61.15 CIAO 61.65 61.60 q.55 61.50 61.46 q.43 <br /> 10 <br /> ----5=0.0026 PROP05ED 6UTTER'FLOWLINE 5=0.0026 <br /> 8 EXISTING hD&E OF EXISTING PAVEMENT PROPOSED EDGE OF <br /> PAVEMENT AT TI LINE PAVEMENT <br /> INV=6.50 <br /> INV=650 <br /> 6 i i INSTALL 480 LF 4" <br /> INV=5.68± <br /> _ 55FORCEMAI N;;FOR <br /> 5 <br /> FUTURE SERVICE TO <br /> INV-5.5± NORTH PROPERTY <br /> 4 _ _ REFER TO SPECIFICATIONS <br /> SECTION ll ALTERBNATE B. _ INSTALL 160 LF 10" HATER LIKE <br /> 3 _ FOR PIPE TYPE. <br /> CONNECT TO EXISTING LINE. <br /> _ <br /> REFER TO SPECIFICATIONS <br /> 2 <br /> SECTION l6 FOR PIPE TYPE. <br /> ADD EXTENDERS ON ALL VALVES. <br /> I <br /> O <br /> -I 0 Q <br /> 50+0 +20 +40 +60 +50 51+00 +20 +40 +60 _ +80 52+00 +20 +40 +6O +80 55+00 +20 +40 +6 +80 54+00 +20 +40 +60 +80 0 +40 +6 <br /> -H 0 00 00 W J J O J W J (n J � � J � J J <br /> J m J00 J f- � CD J Q <br /> Z 00 Z Q > <br /> Q I z °� <br /> o> ch> o ii x 0-1 3: o z o> > o _ o � � m o U > <br /> o � Q � <br /> p U > W r7 O U O W N X r`� C 7 N r U J N 00 N ~ <br /> r� 't Z > x LEGEND N W o 0 = CD J _ <br /> Z O = CD w _ J °�° I r\ o Q 0 J o W O p w � <br /> W 3: Om O CD 0 W O a0 o Z O Om 0 Q N O <br /> 00 N W 0) 0 ~ 00 W' F n n o � (D Z O Z O m Q N Li O N U O <br /> o x N cn U � E o 6 AG (TYPE A) OVER 8 AB (TYPE 2) ON 0 N � <br /> W + W ~ 12" COMPACTED SUBGRADE TO 615 R.G. + ~ J + + o + � + + <br /> + JZ + J � (� � N J � W 11 '. IUyJ � � U � Q W � J � J In JJ Ln J <br /> WLn _JLn z Ln <br /> O = U Ln Q O Q Z Q _ > Z FW D W � Q ~ ~ Q ~ Q ~ <br /> Q o Q W a o0 Z FSAWGUT AND REMOVE EXISTIN& Q Z < c� a o Q z Q o � Q � <br /> c~i� a c~n ? I Z � o0 ! PAVEMENT �, Z cn = W to U � cn W u7 U � cn Z O Z m Z v7 v7 z <br /> 5TA 51+35.8, 42.3' LT 5TA 51+85.0, 42.3' LT 5TA 52+04.64, 326' LT STA 54+5q.08 <br /> STA 51+15.05, 32.6' LT INSTALL EXIT ONLY 51 ON STA 54+32.6, 42.3' LT CENTERLINE 40' 5TA 55+061.0, 30.85' LT <br /> EXISTIN& FACE OF CURB 5TA 50+08.65 TO STA 57+04.61 INSTALL RE&ULATORY INSTALL REGULATORY INSTALL REGULATORY <br /> INSTALL EXIT ONLY 51ON 51 ON RI GALTRAN5 TRAFFIC 516N RI GALTRAN5 TRAFFIC GALTRAN5 TRAFFIC MANUAL 4-03 WIDE DRIVEWAY END NEW GURB AND GUTTER <br /> EXI5TINC LIP 5AWGUT AND REMOVE"I.O' AG GALTRAN5 TRAFFIC 516N RI <br /> 15JGO STD DW6 R-26 5JGO STD DW& GW-CII FL ELEVATION - 61.261' <br /> OF &UTTER MANUAL 4-03 MANUAL 4-03 MANUAL 4-03 GALTRAN5 TRAFFIC MANUAL 4-03 - STA 55+061.0, <br /> CONNECT TO 5 GO ,5TD DW6 R-26 5JGO 5TD PW& R-26 5JGO STD PW6 GW-Cl 31.85' LT <br /> 5JGO 5TD PW& R-26 5JGO 5TD DW& R-26 I 40 <br /> EXISTIN& SEWER 40' ,' <br /> STA 52+50:0, 42.5.' LT � BEC-71N TRANSITION <br /> PIPE R/W <br /> P.U.E. INSTALL 2" WATER METER AND BOX <br /> 4 5JGO 5TP PHO GW-WS <br /> R 20' I R 41 R=20' R= <br /> A - = <br /> STA 50+08.65, 30.85' LT 5TA 51+ <br /> EXI5TIN6 E06E OF7FL <br /> BEGIN NEW GURB AND CUTTER _GENTERLINE 40' <br /> TRAVEL WAY ELEV. = 8.13'± - MATCH WIDE DRIVEWAY <br /> EXI5TINC IMPROVEMENTS 52.0' 55+00 54+ 0 55 00 <br /> 50+00 51+00 5JGO STD DWG GW-CII 52+00 <br /> 5JGO 5T5-PWG GW-GI - _ GONNE T TQ EXI TIN& kiATEP, <br /> G NTRA TOR TO 15TALL STA 55+18.44 <br /> TEMPORARY. TAP A55EMBLY PER BEGIN <br /> 5TA 5000.0 CURVE <br /> (N 223f316.11 E 6304218.53) INF <br /> TI -LINE -- CONSTRUCTION - SPECIFICATIONS SECTION lb <br /> (N 22315614.38, E 63031612.26) <br /> EXI5TIN6 EDGE OFSTA 50+661.5 TO 5TA 51+04.5 5TA 55+18.44, <br /> STA 50+661.5 23.21 RT <br /> TRAVEL WAY BE&IN WIDENIN& SAWGUT AND REMOVE I.O' AG 23.21' RT T <br /> .BEGIN .TRANSITION <br /> EXI5TIN6 EP&E _ <br /> OF PAVEMENT <br /> 1-600-227-2600 <br /> PROFESS/ SAN JOAQUIN COUNTY Revisions Design Scale Date <br /> K K J E LD S E N No. Description Date By A Byd MRC 1 " - 20' H o2/1 s/o2 <br /> Post Office Box 844 Sheet Number <br /> S S I N N OC K THORNTON ROA � " - 2' v <br /> �- o m 711 N. Pershing Avenue Drawn <br /> rN . 1 /31/ 4 N NEUDECK Stockton, CA 95201 -0844 FRONTAGE IMPROVEMENTS AMC Original Drawing Scale 4 Of 9 <br /> EXP. 12/31/2004 <br /> � * Office: (209) 946-0268 <br /> r T P <br /> 9r 01� <br /> INC. Consulting Engineers Faxes: (209) 946-0296 Check . <br /> Project File No. <br /> S 70 - 000/ and Land Surveyors E-mail: KSN@ksninc.com PLAN PROFILE <br />