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VI <br />W <br />w <br />DO <br />DEL MAR AVENUE1 <br />I I <br />CL - CL STA 15+34.33 ► I I I I <br />I I I <br />LINE CUT EXISTING PAVEMENT, TACK AND SEAL CAUTION Scq�e r'"; 20, ►I N II EX. 8" AC <br />JOINT (TYPICAL THROUGHOUT THIS PROJECT) /y0 <br />EXISTING 8"0 GAS MAIN <br />RIM 27.61 EXIST. IM 7 DMH RIM 27.85 RIM 28.12 RIM 28.08 RIM 28.41 RIM 28.02 RIM 28.3± <br />INV 26.01 88 INV - - " INV 24.43 SSOC.O.�� INV 25.08 INV 24.94 INV 26.26 <br />12 SD Z Ste- - - - - - - 2 S^u <br />--- 28_63 ----------------------- 28_61 - -- 28.87 ---- -'f9.� _ �f$ 8_- - --------------28.33 �� RIM 28.37`x ------- <br />- - - - - - - - a's - - - - - - - - - <br />_ REMOVE EX. 8" SEWER i INV 23.77 0 � <br />28.93 28.95 29.20 RIM 29.07 NOTE: _ - - - - - 29.30 a' S 29.04 +00 28.824q- <br />..........-- -- ------ r-1 <br />- - - - <br />INV 21,64 - - - - - - - - - _ - �- <br />10f 8's 11+00' '.12+00; SEWER TO BE PLACED ON CENTERLINE OF 8 S - - - _ - - _ - - 16+00 <br />TOP OF GRATE +46.00 bEL MAR AVENUE 13+00 14+00' - 14+64.00 <br />27%,9 RIM 29.0 RIM 28.76 +34.00 rT, w <br />INV 23.97 SSMH 5 SSMH 5 RIM 28.64 h+-1 <br />.6 2 9.0 29.9 28.63 INV 19.74 <br />- <br />_ ----- <br />G C 28.9 H T 28.gO 27.6 <br />28.4 S 28.4 28.4 28.1 27.8 RELOC SIGN O <br />I � W <br />S CURB INLET S -o PP S S S S PP S S S OPP I w <br />--------- N 1 CATCH BASIN ---- .r 10' PUE N <br />I (TYPE 2) SEE ------------- ------------- ------------- <br />STD. DWG D-14 8" PVC HANDICAP c I <br />5 I RAMP <br />1 6 7 8 9 20 2 22 C-900 PIPE WATER MAIN 23 24 STD DWG I <br />NOTE: R -10b <br />10' STORM DRAIN EXISTING OVER -HEAD POWER I to/' <br />I <br />EASEMENT LINE TO BE RELOCATED A = 91'13'57' I r � I <br />AND PLACED R = 30.00' N w w <br />SEE PAGE Q_ INTO 10 -FOOT PUE BY L = 47.77' <br />UTILITY COMPANY. <br />o a <br />00 N 1 <br />NU to 0� 14, � 00 n:� 0m <br />0� ± NN .a � �+ +N3 �jlc- <br />Lil N QO FQFfn ¢to <br />Z (~0] NWU NW <br />Q O O O EXIST. CL. PROFILE COL 0 O O Q O <br />HO O .� O 01 x0 O O I -CD <br />30 U+ + ��...............+ tip:........... `-'+ + rb + k �+ <br />30 <br />...... ..... ............... ............... .. <br />x �.......... <br />' Q- r-- . � ti ;.-- rye' ti0•, �- , <br />y•� •y Qq,DOp ;�•�• •� •� •��.�.-. -. -. . -.-. - . . . . . .. . . . . . . . . . . . . . . . . ... ... .. . .. . .. . . . . . . . . . . . .-.--.--.-. . . - - - -,- - \�. ._.. ... : .. . .. . . . . . . . . . . . . . . <br />- S=0.0025 - . TT . T, . �- . - .. - - <br />S-0.0025- ______ <br />28 ........ . : A FLOWLINE TYPE ';E;' CURB ; .�� : T. : 28 <br />.........:.... .....:. Z <br />SEE SHEET I6 ...............��..:...................:...................: ti �. <br />DWG R-5 FOR TYPE r . rytl o <br />: CURB DETAIL. (TYPICAL) "..:...................:. THE DEPTH. QE THE. EXI$TIKG. GAS. LINE . :.... F <br />................ <br />MUST BE VERIFIED IN FIELD PRIOR TO o 0 <br />ANY CONSTRUCTION 3 N II I I <br />2 6 ......... :................ <br />.............................:.................:I.1.................:...................:. .... 50..x ... - �- <br />_ _---rrr-•--rr--_r------------------------•--'_-----.-.--�.------- �I <br />------------------------- Uj <br />------ __ _ ____ : ____________ _ EXISTING GAS LINE ---------=--- ------ =Jo_ _ <br />• , • • • • • • • • • 1•�.Lu+--��TTTr\TI-{TrM1 T • •i T.Z T.T+�.-r.r ��.� • . • • • • • • • • • • • • • • • • • -1 WNN .�L . T�Tr1T r1TrIT rIT r{T rT� <br />•'Y�/ . . . . . •. • . • • • Jam. • • • VI•"YwJi <br />.. kIST. <br />24 2`39> 589' - 8" PVC C - 900 PIPE WATER LINE MINIMUM •4' COVERAGE 24 <br />: : : : <br />- .................... ................ I..I..... :...................:.....................NEW ECT EX <br />.� COS. D.. 52. :...................: <br />1 <br />WG <br />CONNECT EXISTING SEWER TO J <br />22 ��._._�� L-��� SEE .........1..1 .........................22 <br />-�-_ .....�_-- _J <br />EXIST. 8" SEWER <br />EX. 8.47ff VER JO -w ...... :................................................... �k...................:...................:...................: .-,_. ,._. -. - �- _ _ f2EMOVED1f70,� .... :................... <br />:....... ��. x....:...................:20 <br />....................................... ....................... <br />................................................................................................................................................................................... ....................... .. ........................ <br />I <br />1.46-LF...8:".. S.EWER . �..S..T, .:...................:...................:...................:...................:...... : . <br />18 ........ 0..0045 ...................................... f ...x........................:18 <br />:.. ................:. <br />.,�.............. ................. ............................31i�-LE•.' �8`'..SEWER"C�' S'-"O:b•045........ ...................... .. .......................: <br />150 <br />�o-�F. �a sEwE�' ®s '= a.002� f �N`'.......................1 6 <br />:....................................... :..................:...................:...................:...................:...................:...................:...................:...... � .� :. I....:...................: <br />Seo10 <br />14 :...................:................... :...................:...................:...................:...................:...........................................................:................FORS sN� DN of 14 <br />....................:...................;...................:...................:...................:. : : : ....... ........ :...................: <br />CoN ER �� MPNN <br />............................:...�N� F �. <br />12 :...................:......................................•.............................................................................................................................................. <br />...............I....:...................: 12 <br />Z' <br />61 <br />10 10 <br />........................................:..............................................................................................................................................................: n E;P.�-__; / <br />I,*` CIV1� / <br />.........................:............................................................:....................:............................. ...............................8IN \P' <br />PH: <br />PEN SURVEY <br />C ® 1�_M3�AN �T <br />801 17th STREET, SU1T3 'F', MODESTO, CA. 95954 <br />(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: �B <br />TY ENGINEER. S7'OCKTON, CA. <br />DEL MAR AVENUE <br />PLAN AND PROFILE <br />STA. 10+00 TO STA. 16+00 <br />LIGURIAN VILLAGE <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />V:1"=2' <br />OWENS DESIGN CONSULTANTS DRAWN DLJ <br />23570 So. Olive Avenue DESIGNED <br />R1 on, CA. 95366 CHECKED BAA <br />(2 9) 599-5224 AS -BUILT <br />9259 <br />8/22/95 <br />7 <br />20 <br />0� <br />3866.60. <br />