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P o o L mo y a SW S � o � ,� � � W J � 12 • j _ .. .. �;0 8 � __ _... -ham __. . . .... o g 82 • J V L W co W Eu $ Z EXIS71NG GROUND AT CENTERLINE..... O Z W IX/S77NG GROUND AT CENTERLINE 8 • 8 mzoW - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - i - - - - - - - - � - - - - - - - - - - � - - - - - - - - - - - - g 4.13 HGL PROPOSED TOP OF CURB g ......PROPOSED TOP OF CURB o 1.97 . . . . . � 12. SD . . . . -: it .� ❑ � � 0 • _ EX 2" W! TER D _11- EX 7 2" WA TER - -- - - - - - - - ->> • 0 EX 7 2 WA 7 ER 0 4 g 12 Y 12 W O -8 • - _ - - - _ _ • -8 W ....... - Q PROFILE SCALE. Q 1' =20' HORIZONTAL 1' = V VERTICAL 139 Zt 140 141 142 143 O NOTES.- NEW OTES Q NEW PAVEMENT AREA IX/SP.NG UALIIY BOXES & VAULTS LOCATED IN NEW PAVEMENT SHALL Q BE ADJUSTED TO FINISHED GRADES. M CONTRACTOR TO COORDIA647E WITH THE APPROPRL47E UTILITY COMPANY. y�+ \� EX PAVEMENT FUTURE uj TO BE REMOVED IX/S71NG POWER POLES TO BEc az RIGHT OF WAY J REMOVED ((UNLESS OTHERWISE NOTED) qs WITH �R7R 7n COORDINATE E. :.FUTURE 5.85 DEEPUfT TOP OF CURB O 10. Q 6.95 6.17 5.10 5.27 4 43 4.65 EDGEROF PAVEMENT - ---- - -- --- -- - -- --- --- _. - -- --- - -- ---- - -- 1 o EX 30" CORRUGATED EX 30° CORRUGATED v, fit u- 5.64 5.74 METAL PIPE METAL PIPE 6.15 5.64REE CLUSTER 1 I \ 5.71 5.30 6.76 W 4.59 5.14 S. 2 5.48 IX 24 PVC 0 L4 E- - 1.4 7- - -- < - }:94 E 2.444 - 1�. .- --- 259 - J.11 4 62 gg r ;27 6. 14 -- -E- -E - . -- - --- -z'. 5.17 1 6?2 - rr 1 = 2 ;........ SCALELQ S 37 `� � , 2 37 - 3 - - -� --2�JB I USE DEEPUFT 57RUCTURE 6.98 6.38 6.47 09 SECTION OVER STORM DRAIN ""'EXISTING 5.78 V 6.29 I PIPE DUE TO LACK OF COVER•.......• ; SAW-CUT EXISTING 5.50 RIGHT OF WAY 5,65 15.57 ' 6.15 5.63 1 6.51 6.17 PAVEMENT 12' FROM / IX EP•....• CENTERLINE AT 5.81 5.93 •: IX FOGUNE r o � Q -6z'9 - - - x.18 - X6.07 6.09 --&03- - - - - - �.09`'•- - - - -6.1-7 =•:, - - - - - -6.1� -6.28 - -- - - - - -6.38 - - - - - - X53- - - - - - - - -6�9 - - ll� 0025 0018 I �_ 0006 0019 ^_ .0005 �_ 0032 0005 ro / 0040 N 0010 N o Lij ool o' of of - + of -1-o, � CD Qj O ® IX FOGL/NE o N o o 0 0 o 6.94 IX FOGUNE o o Z 0045 .0015 .0039 0021 �' .0009 .0019 .0047 0019 .0021 Z �' i i / / / , / 7 / j , ,. , j / f`�'- k / 'C /,•,.� `X '..- +- T / r/ / w / f i / IX UTJUTY B X 8 / / rn % i / 7 6�3:'' "� / •/" ;" =>`E�3, / / / /` h 4 5 / /co / / ' / / / o i ♦ / / / /-•IX TR E 72'7 j i' /' / x Y. /`, •./ %�� / / i' OL i E / / i / i �` r.' / / i / / i / < / / �, ♦ .g $. / i '9E REMOVED 'C' ,� `�' i' i' / f / ` '��:. � '" w % 9 565;, � / / � •� ,% %'./' / / / % / :'o / /'k �, r /' r..•r IX PACBELL VAULT o ' IX SERNCE POLE/' \ ./ REMOVED/ i,/ i' i' � / i Jul / i' � / corrrtaHr coos nwu ® PSON-HYSELL ENOIKERS cl 4.83 0 5. 12 TREE EIGHT MILE ROAD OAK GROVE REGIONAL PARK FRONTAGE i•.. `: 4.72 IX 18" TREE 22 0 500 LF RAIL FENCE 6.73 BfGCK1GK curuars SCS HEE t�YDT `.. 4 5.49 EdL/t5 _. Oeml(- S�r-T � � TO BE REMOVED L 6.02 5.15 � ....EXISTING W � A/AlSn92L�Og I I PEDESTAL � ` IX TREE TO EIGHT MILE ROAD a N \ CGA55 4 IVA'C� J 549 RIGHT OF WAY / 5 ' B_o.1�1 IX PG&E MH-"" I I BE REMOVED 6.03 1.38+SO.� ' +SO.00 o INV AT CB = 1.97 ^ ( /�> / IX GATE TO ' CONNECT TO IX 6" VALVE & r J BE REMOVED INSTALL 42 LF 6" WATER & J j �.; INV AT INV = 1.83 � ""'IX RAIL FENCE DEPARTMENT OF PUBLIC WORKS + L-a TO BE REMOVED L FIRE HYDRANT ` 1�,1 ' OJ )1 SLOPE _ .0014 ' �rtt r r & RELOCATED CITY OF STOCKTON, CALIFORNIA TO VERIFY ` SIZE = 12 11' �� 1�� LENGTH = 102 LF NOTE.- CONTRACTORSCALE; As sRowN ROVED BY: TINVERTS PR/OR GROUP INTERCONNECT SHEET NO. 5.9 12"TREE TO CONSTRUCTION CABLE BOXES WITH FACE OF CURB CURVE TABLE ELECTROUERS - SEE NO RAD/US LENGTH TANGENT CHORD DISTANCE CHORD BEAR/NG DELTA DESIGNED BY: LO TRAM6 C SIGNALPLANS Cl 1 10776.00' 616.01' 308.09' 615.93' N89034'20"W 0301631" RAWN BY. LC } + rzwwmlGHT M/LE ROAD , OF CHECKED BY: MPCITY ENGINEVR STOCKTON, JOB NO. RECORD DWG: - DATE: d Q 122269.02.008