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EER * h Q� SPS ydo x . J g� o� • 12 J 12 • � $ o by o W I si \ � J w �_ oC � o� `Wok EXISTING GROUND AT CENTERLINE EX/STING GROUND AT CENTERLINE Z $ • 724 HGL 66 ` zol I ! HGL b� U) O O w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - ___ - - - - - - - - - - - - - - - - - - - - - - - t + - - • $ a. Z � I� g � W PROPOSED TOP OF CURB... S71 O PROPOSED TOP OF CURB X300 LF 18" STORM RCP S=.0009 - 1.50 LF 15 STORM . S=.0010 " Ex 72 WATER . _ _ _ _ _ _ . - - - ❑ EX 72 ' WATER - ❑❑ 0 • 12 T 1s.86 1B so _ E ass t.59 �� 50 LF (� - 18 S0 21 so 21 STORM RCP • 0 12 S=.0007 f • -8 • �s -4 PROFILE PROFILE SCALE Q 1'=20' HORIZONTAL 1'=4' VERTICAL 149 150 151 152 153 0 NOTES. ' NEW PAVEMENT AREA IX/STING UTILITY BOXES & VAULTSLOCATED IN NEW ENT SHALL 016 Rnt BE ADJUSTED TO FINIISHED G ES `+ O � �CONTRACTOR TO COORDINATE W/1}I 6.68 y APPROPRIATE UTILITY COMPANY � c v,�, vv. IX PAVEMENT IX/STING POWER POLES TO BE .......FUTURE 44 TO BE REMOVED REMOVED (UNLESS OTHERWISE NOTED) RIGHT OF WAY � 44 44 CONTRACTOR TO COORDINATE 5.57 WITH PG&E. 'FUTURE \ � 2 5.80 5.87 5.11 6.28 6.41 TOP OF CURB 6.37 O g O 6.75 5.79 SEDGE OF PAVEMENT - ------ --- ----- --- -- -- --- ---- - --- ---- 1 6.11 luj 6.17 5.97 6.21 6.35 - --F .. - 4.-4,0,- - 4.55 -E _. :--4:73 E-- -r- . ._ e_ -- - -- _- - - '_ _.E - :- - 1 _ 6 5 6.62 6 57 6.03 6.33 5.fi6. E E 3.72 <: 5 9 --- �.__ _ -5:60 < `..5 1g 6.81 5i g"i 6.45 7. SSE 1" = 20' OI 6.75 6.70 6.49 6.53 6.57 :SAW-CUT IXIS77NG 6.59 RIGHT HT OF WAY 6.47 + IX EP PAVEMENT 12 FROM 6.59 6.69 ^� _:•, CENTERLINE AT O IX FOGUNE O 7 - - X24 - - A733- - - - x.37 - 1 -''- o O W o - o X42- - - - - -7.39 - - -g-741 - - -h4-1 - - - - - o-7�-7- - - � O ° ILLJ -i T', 7.67 I 75 O = - 0027 �I o 0012 0 0019 �_ 0008 ro� ro� 0014 v 0008 0� 0016 o i o n 0004 .0000 LLJ '{- 0 0 . 0 0 00 0 0 0 0 0 00 .0015 a 788 0019 IX FOGLINE N o o v)0 W o0 0008 .0019 0 0002 j 0002 0 ! of o IX FOGL/Nf olb Z o 1 0 0013 .0004 + 0 0000 .0000 0 .0020 W / `7` T / J-- F / �/ }( >f�-r'`�Y r- x{..72 . \ \ / `y, 'y/ i k� .� y- !-`. \.-y{41' 7 Y, i 't1 / / --r / _ - ! is / � , � r � EX r < - / _ C__ / ._.c / ! n /, - �T f / i / 5.84 / r r /. ... _ {. � / / / '.6,93 '' Q, -/ r / -/� / ' / %� �`, r f /`= r EX 12 W -r--f :"- N v / _/ i' % / / Q ^ Fi TV EX UTTLIy: LTOX' �; / % / / / ! /. j, %. / •/ /, ri42 24 / �/ % r / , ' •• ,PA B LL PED Z/ / i / / j 6 5i / / .,1$ / / / / � / / / / ;/ � / / / 5.7 / / / i' � / / / / 577 / / / r dJ OA 5 % ,' / / / 24 D 1 �/ 0 'S! / / 5.93 C / / �'/� / m i % / r' / / / / / r / r / PSON HYSELL ENGINEERS / i ,' '� ' / ,' / � i'� ' COPYRNiHf © 2003 7HOM 15"S i„S E/GHTM/LEROAD /MirOAK GROVE REG/ONAL PARK FRONTAGE .• � ;' 500 LF RAIL FENCE 6.29 5.67 W o 6.00 18"OAK IX RAIL FENCE::.........: `•.. 1 v IX PG&E MH TO RA REMOVED N 78"OAK EXP E MH W 68 PROVIDE NON-SLIP STORM ......... .-: EX FLAG POLE ..........`.. - `: MCKWK A 5.71 DRA/N MAINTENANCE HOLE TO BE RELOCATED EIGHT MILE ROAD dr RELOCATED �'' o �� PER COUNTY 0 5.20 5.25 ) O y !' o CONNECT TO EY 6 VALVE Qt � LIDS (T1 P) 148�'.ri0.W - 153+50.00 y INV AT CB = 2.16 F7RE HYDT INSTALL 42 LF 6" WATER ct 6.50 J� �v 1�� 4.89 0 "' EXIST/NG lNV AT CB = 2.14 BnTREEa rn r:j ' �' * RIGHT OF WAY 5.92 DEPARTMENT OF PUBLIC WORKS v INV AT MH = 2.11 �J �' V) INV AT MH = 2.09 SLOPE _ .0100 ��' �� = CITY OF STOCKTON, CALIFORNIA �-1 j��J S� F7R.t CONTRACTOR TO VERIFY SLOPE _ .0100 SIZE = 12" IJ J_ HYDA*JT- DOS77NG INVERTS PR/OR NOTE• SIZE = 12" LENGTH = 5 LF DeMI L ',WEFT ¢ TO CONSTRUCTION GROUP INTERCONNECT LENGTH = 5 LF SCALE: AS SHOWN P OVED BY: SHEET NO. GABLE BOXES WITH EIGHT MIL ROAD 7ROL/ERS - SEE DRAWN B BY: Lc OF TRAFF7C SIGNAL PLANS 8J RANM BY: Lc CHECKED BY: Y. CITY ENGIN�R STOCKTON JOB NO. RECORD DWG: - DATE: �(Cdl6cf t "' 122259.02.006 (O8 ,,7cmo