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CA: 800-642-2 <br />mNV: 800-227-2600 <br />32 <br />W <br />RIM <br />I I TELE? MH4 <br />• i � I T <br />i 117 <br />0� <br />RIM 2951 <br />SDMHT-V <br />---- 29.98 <br />1s 0 <br />• aI� <br />G ABAtJ ON EXISTING <br />12" RAIN LINE <br />PLUG AT MH & END <br />A 102'05'51" <br />R 40.00' <br />E-4 w OPPI , L =171.28' <br />� W 1 <br />w w <br />w <br />18" CB NOTE: CAUTION <br />SAW CUT EXISTING PAVEMENT, EXIST GAS LINE <br />0.17' MIN. DEPTH, TACK AND SEAL EXISTING 8"� GAS MAIN <br />JOINT (TYPICAL THROUGHOUT THIS PROJECT) <br />i RIM 30.06 <br />` <br />29 80 29.83 INV 25.08 <br />d 29.91 +68.00 <br />MH ffl EXIST RIM 29.7 NOTE: <br />RFI_ocATE str.^' MH 2 30.20 SEWER TO BE PLACED ON CENTERLI <br />2+00 <br />DEL MAR AVENUE <br />29.51 <br />T , 2a.5y.4'i <br />TIOAJj 5TD, <br />Orr s9 E-FI"I. I(<, cF'''z 0. S PP <br />-----— — — — — — — — — — — — — <br />/ TC 29.'Ll <br />/ CURB INLET CATCH <br />/ BASIN (TYPE 2) SEE <br />STD. DWG D-14, <br />/ <br />5H -T, Ir -3 OF 20. <br />00PP TYPE`, ' <Akf'i b Cad17F—K <br />1 HANDICAP ' 2 <br />RAMP <br />STD DWG <br />�i R -10b <br />0 <br />RESTRICTED <br />ACCESS <br />.................................... ..... ......�.. <br />O <br />O <br />..N.. <br />.................... <br />.......................... ... _. _ -__ -.... ........ <br />ABANDON EXISTING 'I <br />EP 30.05 ------------------ — •19 <br />NE OF I 30.37 30.40 <br />An 1 10 <br />3+007 s ,4+00 <br />_ 10' PUE--- ---- -------- <br />NOTE: <br />8' PVC WATER MAIN EXISTING OVER—HEAD POWER <br />LINE TO BE RELOCATED <br />AND PLACED <br />INTO 10—FOOT PUE BY <br />UTILITY COMPANY. <br />3 4 <br />5 <br />----------------------- <br />T S — -- — <br />ni zn , <br />RESTRICTED <br />ACCESS <br />'10"' DIA. TRAFFIC <br />R = <br />30.00' <br />L = <br />W <br />10' PUE <br />= <br />(TYP.) <br />m <br />6 <br />i <br />z <br />Q <br />C5 <br />a <br />N <br />J <br />v~) <br />W <br />v~i CD <br />O <br />O <br />^S <br />d'W <br />rN <br />0 <br />0) 00J <br />Z <br />00z <br />N <br />-1 <br />(00-1 <br />LO <br />0) <br />6 <br />EXISTING CENTERLINE PROFILE OF DEL MAR AVENUE <br />Nw <br />!n <br />Mm <br />.. -.-. <br />++0 <br />+ <br />_ <br />30 <br />+w <br />+ +Q <br />+ <br />I <br />0 F_: <br />O+ <br />_ <br />a <br />NU <br />aL) <br />V)W <br />aU) <br />Z <br />ao a <br />V) <br />a� <br />t <br />O <br />V) <br />U) f~/)W <br />V))m <br />(~/)U <br />�n <br />. ....... <br />................ <br />....... <br />. <br />0 <br />O <br />.................................... ..... ......�.. <br />O <br />O <br />..N.. <br />.................... <br />.......................... ... _. _ -__ -.... ........ <br />ABANDON EXISTING 'I <br />EP 30.05 ------------------ — •19 <br />NE OF I 30.37 30.40 <br />An 1 10 <br />3+007 s ,4+00 <br />_ 10' PUE--- ---- -------- <br />NOTE: <br />8' PVC WATER MAIN EXISTING OVER—HEAD POWER <br />LINE TO BE RELOCATED <br />AND PLACED <br />INTO 10—FOOT PUE BY <br />UTILITY COMPANY. <br />3 4 <br />5 <br />----------------------- <br />T S — -- — <br />ni zn , <br />RESTRICTED <br />ACCESS <br />'10"' DIA. TRAFFIC <br />HANDICAP <br />RAID <br />STD DWG <br />R -10b <br />CL STA 5+03.81 <br />PLACE SURVEY <br />MONUMENT FRAME <br />AND COVER PER <br />STD DWG R-28 <br />7717-7-7 <br />W <br />5+00 <br />rA <br />ICAFFESE DR. <br />SEE SHEET 9 <br />R = <br />30.00' <br />L = <br />47.12' <br />10' PUE <br />= <br />(TYP.) <br />m <br />6 <br />i <br />HANDICAP <br />RAID <br />STD DWG <br />R -10b <br />CL STA 5+03.81 <br />PLACE SURVEY <br />MONUMENT FRAME <br />AND COVER PER <br />STD DWG R-28 <br />7717-7-7 <br />W <br />5+00 <br />rA <br />ICAFFESE DR. <br />SEE SHEET 9 <br />18 .... I ..................................: <br />00 <br />= <br />00 <br />L <br />= <br />00 <br />O) <br />m <br />Q <br />C5 <br />a <br />O <br />O <br />v~) <br />m <br />v~i CD <br />O <br />O <br />O <br />.......................+.......................................+.................................... <br />+32 <br />....................................... <br />EXISTING CENTERLINE PROFILE OF DEL MAR AVENUE <br />J <br />.. -.-. <br />_ _ <br />_ <br />30 <br />18 .... I ..................................: <br />......................................................................................................................................................................................................... <br />16.............................................................. .... ........................... I ............. <br />11 ....................................................:........................................ 16 <br />PEN SURVEY <br />BEY <br />801 17th STREET, SUITE 'F', MODESTO, CA. 95354 <br />PH: (209) 526-9724 FX: (209) 526-0472 <br />-1-- <br />...........................................................................I........................... ......................... 14 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />AS TO NEW SANITARY SEWER <br />APPROVED BY: DATE: <br />2WCITY ENGINEER, STOCKTON. CA. <br />DEL MAR AVENUE <br />PLAN AND PROFILE <br />STA. 0+00 TO STA. 5+00 <br />LIGURIAN VILLAGE <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />ipOWENS DESIGN CONSULTANTS <br />23570 So. Olive Avenue <br />Ripon, CA. 95366 <br />(2 9) 599-5224 <br />M. I= /L <br />V: I" <br />= 2' <br />DLJ <br />9259 <br />8/22/95 <br />5 <br />20 <br />3896 •+c. <br />