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CA: 800--642-2444 <br />=NV: 800-227-2600 <br />32 <br />30 <br />• <br />• <br />26 <br />24 <br />22 <br />20 <br />a <br />16 <br />f <br />TE'-� <br />LJ 1 <br />H <br />w <br />W <br />W <br />lRIM 29.74 <br />l TELE. MH I <br />T� I <br />II �, <br />I �o� <br />W �a � <br />^ry <br />RIM 29.51 <br />SDMH EXIST <br />29.9$ <br />- 1s 0 <br />1 \ <br />l� <br />IL <br />l <br />G ABAN ON EXISTING <br />1 ti 12" RAIN LINE <br />PLUG AT MH & END <br />1 <br />. l � <br />l� <br />• 'L 102'05'51" - <br />I R 40.00' <br />Opp 1 L =` 71.28' <br />I � <br />RIM 28.94 <br />18" CB NOTE:T T <br />SAW CUT EXISTING PAVEMENT, CA V TION <br />0.17' MIN. DEPTH, TACK AND SEAL EXIST GAS LINE EXISTING $ GAS MAIN <br />JOINT (TYPICAL THROUGHOUT THIS PROJECT) <br />— — RIM 30.06 <br />�44*• 29_80 —.. -- 29.83 —, _--- INV -- -- -- EP ------» �0 05 —........_..-- --------_.,......,,..--- 10— <br />aft ----- <br />M 29.91 — +68.00S— -- — — -- - --- <br />5 MH 1 EXIST RIM 29.7 NOTE: <br />RFI.9r,ATE SIG"' 1�� 30. <br />30'20 SEWER TO BE PLACED ON CENTERLINE OF 30'3 <br />,�40 <br />2+00 3+00 s 4+ <br />DEL MAR AVENUE OD <br />/---------._..._.._ ----- <br />/ TC 29.,? --T <br />/ CURB INLET CATCH <br />/ BASIN (TYPE 2) SEE <br />STD. DWG D-14, <br />/ BHT, Ir -5 OF `LO. <br />SPP TYPE; A' 4f dk? -V &U7 7FIK <br />l HANDICAP ' <br />1 RAMP <br />l STD DWG <br />n l R --10b <br />RESTRICTED <br />ACCESS <br />2 <br />s PpS 10' PUE <br />B" PVC WATM MAIN <br />3 <br />-- — ___.--- J -------f <br />NOTE: <br />EXISTING OVER—HEAD POWER <br />LINE TO BE RELOCATED <br />AND PLACED <br />INTO 10—FOOT PUE BY <br />UTILITY COMPANY. <br />4 1 5 <br />SCALA '.. <br />— <br />----------------------- <br />— <br />_.-� !%I— Z!l CZ - <br />10" DIA. TRAFFIC <br />0 <br />._..._....._ — — — D = 90' � <br />R 30.00' <br />RESTRICTED L = 47.12' <br />ACCESS 10' PUE <br />(TYP.} <br />I <br />6 I <br />I <br />+98.81 <br />RIM 30.; <br />MH #3 <br />CL STA 5+03.81 <br />PLACE SURVEY <br />MONUMENT FRAME <br />AND COVER PER <br />STD DWG R-28 <br />Z <br />• w <br />5+00 <br />CAI <br />HANDICAP 2 .3 <br />STD DWG <br />R -10b <br />� 1 <br />CAFFESE DR. <br />6 r. <br />v � I <br />i! <br />SEE SHEET 9 <br />LLJ 1-- <br />z Z <br />`^ J ^ <br />V J o W W <br />xM 't[ir fl3 CO 0 O OT cq2 iAi�n q) —C <br />00 LOO op <br />OO(0� N LLI Vm + <br />(00 � 7 � LO <br />¢�¢� as a ar` �- 0 a� a� ¢c} a <br />f— -� I-- X F- V} 1 Z I^ f^ F- Q I U) X E- �- <br />O (n c.) cn w (n cn to Lil cn m m as V) cn (f) O rn Uj O O cn CD <br />: <br />:.� ..+ <br />........................... ............................... .................. <br />.O N 0p 32 <br />�O. <br />EXISTING CENTERLINE PROFILE OF DEL MAR AVENUE <br />.. ......._...:................................... .............. <br />•30 <br />S-0:002: <br />1l 'ABANDON EXISTING <br />. 1.2'.' DRAIN. LINE. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />- j .PLUG AT MH & END Le-il 0 0f '���" `GU S. SEE SHEET 16 +�� <br />EXIST. •24" 1 DWG R-5 FOR TYPE "E�'• THE DEPTH OF THE EXISTING GAS LINE <br />STORM: DRAIN, . . . . . . . 2' .M11 . . . . . . . . . . . . . . . . . . . . . . . .I �. : : CURR DERAIL. (TYPICAL . : Fl PRIOR TO 1`'. : 2 <br />j y MUSS B� VERIfI�D IN -FIELD <br />l ANY CONSTRUCTION <br />66 LF 1 PVC'STORM . ---- -----_ � — <br />.. <br />DRAIN s = 0.0022 <br />EXISTING —8" GAS—LINE ^— <br />;�... '��.:..... :........... :.................--.:--------------=--- ............................... .... _----- 26 <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . Sp0 . .f i S . . . . . . . . . — . . EXIST.. 8". SEWER.• � . . . . .- . . . . . . . . .� .� — . . . . . . . <br />............................. ............................................................................................................................... 24 <br />$" PV —MINIMUM. 4' CO . . . . . . . <br />400'. — . . .C. C -90D . PIPE WATER . LINE. .,.VER <br />A CH LIN <br />�� A <br />SEE DWG. NO•..6......... <br />.............. ��,' . ��:......................... 22 <br />232-�LF., 8" SEWER 0 S =. 0.0045 ....................... . <br />................. ...:.................... ...................... . ............ <br />............................................................. •........................................................................................ �0 20 <br />......................................................................................................................................................................................................... <br />:............. ......:...................:................... :........ ..................... ..........:................... :........... ........:.................. .:..................................... ..: 18 <br />......................................................................................................................................................................................................... 16 <br />14 ......................................... ...................... ............. .....:.................. .:.................................... . ....... I............. ........ 14 <br />PEN SURVEY <br />I= ==10 N _7nf_ <br />801 17th STREET, SUITE `F', MODESTO, CA. 95354 <br />PH: (209) 526-9724 FX: (209) 526-0472 <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON. CALIFORNIA <br />AS TO NEW SANITARY SEWER <br />APPROVED BY: DATE: �S <br />6Z <br />CITY 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 />OWENS DESIGN CONSULTANTS <br />il? <br />23570 So. Olive Avenue <br />Ripon, CA. 95366 <br />(2 9) 599-5224 <br />V: 1" — 2' <br />DLJ <br />9259 <br />8/22/95 <br />CHECKED 5 <br />BAA <br />AS—BUILT 20 <br />F <br />386 •+c. <br />