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<br /> IX/S77NG GROUND AT CENTERLINE... XX
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<br /> - - - - - - - - - - - - - - -
<br /> PROPOSED
<br /> - - 1 - _ - .00.35 - - - - - - - • 8 z 0
<br /> 8 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - -
<br /> PROPOSED TOP OF CURB ............
<br /> 6.56 6.55 6.30 ^
<br /> HGL . . HGL I2 w ! . . HGL roIt E
<br /> - -. . ..
<br /> EX 12 WATER EX 72.1 WATER �❑
<br /> X. 12 WSJ TER - 21 „ STORM
<br /> ❑ � �
<br /> 33 LF 315 LF 21 " STORM RCP T S=.0007 EX ❑❑
<br /> 12 W o
<br /> 120 LF 211' STORM RCP S=.0007 21 STORM
<br /> O • 1.04 _ RCP 1.02 _ _ _ • 0 g
<br /> 0.80 ,
<br /> 21 sa
<br /> S=.0007 21 s0 8 $3 $o g o Q 2 SD
<br /> 2
<br /> V
<br /> PROFILE SCALE _ Q
<br /> 1' =20' HORIZONTAL EP IX EP-
<br /> 1' =4' VERTICAL TC -EX 7C O
<br /> 159 160 161 162 163 0
<br /> FACE OF CURB CURVE TABLE O
<br /> IX/57ING U1/LIIY BOXES dt VAULTS -EX SW Q
<br /> LOCATED /N NEW PAVEMENT SHALL NO RADIUS LENGTH TANGENT CHORD DISTANCE CHORD BEARING DELTA
<br /> / NEW PAVEMENT AREA r r r r o r " "
<br /> BE ADJUSTED TO flNISHED GRADES. C2 10.00 14.70 9.04 13.41 S49 26 59 W 84014'51 .....4,5° ANGLED O
<br /> CONTRACTOR 70 COORDINATE W17H C5 10.00' 14.70' 9.04' 13.41' N46010'11"W 84°14'51" SW TRANSITION Q
<br /> APPROPRATE U77UTY COMPANY. , , , r o r rr o r rr IN SIDEWALK
<br /> EXIShNG REMOVED P(UN£LESSOTHERWISE NOTED) ��REC6 21542.90 260.35 130.18 260.35 S88 16 51 E 00 41 33 � J6.59 El IX PAVEMENT CONRAC71)R TO COORD/NATE RIGHT OF WAY
<br /> To BE REMOVED Wln+ E `FUTURE SIDEWALK TRANSITION DETAIL 'Q
<br /> TOP OF CURB 769 O O
<br /> 6.82 7.43 7.27 7.20 7.50 N.T.S.
<br /> 7.13 ;' U7UREE
<br /> F PAVEMENT l R
<br /> ----- - - - -- - - OZV
<br /> IX PG&E GAS VALVE...........
<br /> 24"OAK , Q
<br /> •� 07.01
<br /> At
<br /> 36"OAK 30"OAK-SPLIT A W
<br /> 6.64 721 7.74 731 t6
<br /> 05.J0 _ 7.21 7.26 7.32 7.39
<br /> -- - '-- -- - - 24"OAK _ - - - '--. - - - =- - - t __.._..5.75- _ - <__ - - _ __ <--- 5:93 - - E--
<br /> --. 3:6(7 - -.--� -�- - -5.44 •� - ---r- - - 5:48 --< E .66F- < E -c -5.34 -'-- <-- 5.64� .
<br /> 6:49 O
<br /> 7 1 7.62
<br /> 07.8 .30 7.95 0797 ` 8.19
<br /> 7.81 8.63 8 1 30"OAK 8.33 8.59 EXIS77NG
<br /> .59
<br /> 763 18"OAK 12"OAK 2"OAK 30"OAK-SPLIT rr 20'
<br /> 7
<br /> 24"OAK 42"OAK SPLIT CL EX/S7ING RIGHT OF WAY 7.53 797
<br /> ROAD SCALE � 1
<br /> 7.22 740 SAW-CUT EX/STING 7.46 7.55
<br /> 30"OAK 0 :' PAVEMENT 12 FROM
<br /> CEN7ERUNE AT
<br /> IXEP.,.,;............... IXfOGLINE - - - - - - - - - - - -
<br /> - - - 7-94- - - - - - -7-96- - -8-Oa- - - - - - -8. - - &08- - - - - - - - - $21- -8-2-3- -83-5 - - - - - - - - - -
<br /> 088.79
<br /> O = N .•PR07ECT EX SURVEY
<br /> `O 05 0023 0008 .0012 N MONUMENT FROM DAMAGE o
<br /> o� .0004 °� .0017 :n 0004 .0007 �I .0016 0 o a
<br /> o Oo 0 0 0 0 of Oo 0 0 00LLJ 0' o SEE SHEET 2, N07E 22
<br /> 08
<br /> I- �� - �� o 79 N N � .2
<br /> Tc,
<br /> a o :' o1 N o o o o f J:.EX FOGUNE o f
<br /> 005 1 on
<br /> .0004 0 10 .0017 IX FOGUNE- \ 0006 ^I 0005 \ 0019 .0017 .0009 .0011
<br /> Q
<br /> I� ? / % �rt / X. / /� / / h h/� /' n /i K /f3 / ; /* L1. 8.50 VJ i
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<br /> / r/ i f j j / /. ,/ i' EX ELECTROUER,; x' / j / /' / ...IX GAS MARKER
<br /> / /. ��1 /' i moi- -�E Qr2 / ,f i-' / �- / % / TO BE RELOCATED/ ' / 0 8 d8 , U 8C TO BE REMOVED-
<br /> /7
<br /> EMOVED-
<br /> f - F= ;-- / - - , - -j r IEA 12 w / / • / r / / i i f / 7 / /�/ �ir / f Ex 12 w, i / / f - AND COORDINA D 8. Y9p:27, 8.37 w
<br /> 7437 / / i' / ,b AW/TH COUNTY- < i� / i i' i Y�: OC
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<br /> k" 4790 / "
<br /> / / / �/ 89. / 7 / / / / // / / / / / / / 754 /� / /,
<br /> / / DUNE
<br /> / . / / i, ; / / / ; / / / /, / / f / / i // i .6 ....'tiy'•.k X, ,� , %� , ,' , ' 8.04 MH
<br /> // / /� / / / / / / / / qy :.r -/ , " 81& 761 / SD w
<br /> '/. // /' / / / , l / / 't % / / i:' "" T. 793
<br /> PACE V U T'.. / /// / i / % / /- / / / / / /- ! / j` I. .5c i'
<br /> E� P L/L y / 7 6, / / / /,. / / / i / % , /' % 4 `,S l ,� EES T
<br /> lA /
<br /> / // / / / / / / / / / / / / 2 "SD 7,�6 �Pt REM /. 0/ 21 SD / / / MATCH IXlS77NG IMPROVEMENTS
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<br /> 8 /.HP/, % / i % 0 % / • / / X6 %.0 4 / �' "GQq� ' '". "x/ '�\i //� `4 'PE / - - COPY KW C 2003 THOMPSON-HYSELL ENOINEERS
<br /> / -'/
<br /> J ' '
<br /> S
<br /> 21 0, \ 8.08 7.987 98
<br /> . - -- 7 . , •EX R4/L FENCE----- -- _--- C6 \ G ' 88 IXE RvTEOD o .._r 2"OAK EIGHT M/LE ROAD
<br /> 21"SD o TO BE REMOVED
<br /> RELOCATE ` 1 OAK GROVE REGIONAL PARK FRONTAGE
<br /> 726Z4 r OAK 350 LF RAIL FENCE 83 FRA/L l FENCE : 7.6 73 2 �8'�6 `, KM
<br /> t� 3
<br /> g EX TREE TO' INV AT CB = 1.82 ry IA75n�1s£A INSTALL COMMERICAL EX RAIL FENCE ,'' 8.35 8 '1 ` ' ` EIGHT MILE ROAD
<br /> BE REMOVED DISK GOLF TOBE RELOL A7ED g W /. 5' '9 6. W DRIVEWAY PER COS 8.41 8.37 EE SHEET BO
<br /> INV AT MN = 1.77 0733 66 • '' TO BE REMOVED'° .............. 764 7.7 / :`, IX TRAFFIC SIGNALX 1 .�.50.� ' +i7.
<br /> °p SLOPE _ .010 18"OAK DI V EXIS77NG •..• CT/O) STD DWG NO 38 RELOCA :,`'(S 16)
<br /> 07.67 7.91 8.1
<br /> i SIZE - 12" RIGHT OF WAY ° 7' 770 794& E�( (/nL BOXES "'`
<br /> v 18 OAK - _;1 1� •`EX S7REET LIGHT BOX DEPARTMENT OF PUBLIC WORKS
<br /> 0 6.76 18"OAK j I , e 6 OAK IX GATE TO
<br /> LENGTH = S LF (J/�1 r'C-1 r } /f ^ _ BE RELOCATED IX TREE TO ...........................''
<br /> J FOR SIDEWALK CITY OF STOCKTON CALIFORNIA
<br /> NOTE ^ �� /���h> ^ BE REMOVED IX CONCRETE PAD '' TRANSITION, SEE SHEET NO.
<br /> GROUP INTERCONNECT "PROVIDE NON-SUP STORM �•. DETAIL THIS SHEET SCALE: AS srrowN D BY:
<br /> CABLE BOXES WI7H DRAIN MAINTENANCE HOLE
<br /> ELEC7ROUERS - SEE UDS (TYP) 07.83 7.69 IX WATER METER BOX
<br /> RELOCATED DISK GOLF--' 10
<br /> C SIGNAL PLANS EIGHT MILE ROAD 756 DRAWNNBY Lc / J OF
<br /> CHECKED BY: MP CITY ENGINEFR STOCKTON, SOB NO,
<br /> RECORD DWG: - DATE: ! 0 122259.02.008
<br /> - a b$4 .9 �-
<br />
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