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Q`: ZPV- /ydo <br /> p L mg i <br /> N a q! > a <br /> Q Q <br /> 120 <br /> 12 <br /> its <br /> U. <br /> IXIS77NG GROUND AT CENTERLINE - W <br /> • ..., : EXISTING GROUND AT CENTERLINE 8 A O <br /> 8 _ _ • �i oC <br /> x <br /> co <br /> - - - - - - - - - = - - - - - 1 _ _ _ - - - - <br /> 0035 - - - - - - <br /> .0035 <br /> 4:14 ^F <br /> HGL t <br /> :...... PROPOSED TOP OF CURB 0 � <br /> �1 <br /> 117 LF 12 STORM PROPOSED TOP OF CURB ............. <br /> .... •- "s <br /> 1.76 ❑❑❑ 1\ <br /> 12 SD <br /> EX 72 " WATER EX 12" WATER o T - EX 72" WATER - - - - - <br /> 1 <br /> 12 <br /> h a a <br /> p n <br /> oo o [� + m • <br /> - .......... `° Oc 3, (� <br /> m 3 . . . . <br /> -8 • ... . • _ <br /> 8 <br /> _ _.... .. ''DRRi <br /> ' V <br /> PROFILE SCALE <br /> 1"=20' HORIZONTAL <br /> 1" =W VERTICAL <br /> 135 136 137 138 Q 0 <br /> / <br /> NOTES.• O <br /> EXISANG U77LTY BOXES h VAULTS LOCATED <br /> NEW PAVEMENT AREA /N NEW PAVEMENT SHALL BE ADJUSTED 10 <br /> lit <br /> nNISHED GRADES. CO T O <br /> NPPR R TOCc <br /> COORDINATE WITH THE APPROPRNTE UTILITY <br /> COMPANY. <br /> 0 BEREENT <br /> EMOVED IXRIGHT lS77NG POWER POLES TO BE RIGHT OF WAY 5.16 uj W4 <br /> �, \ \• � <br /> REMOVED (UNLESS OTHERWISE NOTED) 5.58 1 J <br /> CONTRACT R TO COORDINATE 5.33 ;.FUTURE <br /> 4.05 �. WITH fGde£. 5.79 TOP OF CURB <br /> DEEPLIFT <br /> � " <br /> EDGE PAVEMENT SCALE 1�' = 20' <br /> 4.68 5.12 5. 15 - ----- ----- - -- - -- <br /> - <br /> . K <br /> uj <br /> Ex--_ IX 30" CORRUGATED <br /> 30 CORR G4 D <br /> -4 f0- ----- --__ .•...., AL PIPE <br /> ----- --- ;PRPOSED AC DIKE <br /> BY 07HERS r METAL PIPE LQ <br /> 3.68 4.86 ::: DAYLIGHT 12" P/PE 12"-24" OAK SLPIT 05.49 12"OAK <br /> 4.28 4.34 INTO IX DITCH 5.07 5.8 4.92 5.46 5.50 5.84 W M <br /> (INV= 60) -- - - <, -._ - I o 5.5 -P-08 <br /> 1 2.1 <br /> ' - _ 51__rt <br /> - -<.-- - _ - Oi - <br /> E -- I�47 <br /> - , <br /> `--E---- ---E--- 0.34-� 34:40 6g . 6.33 06.6 <br /> 0 2 \ <br /> 6.04 <br /> IX EP....-SAW-CUT IX/SANG 6.44 8• 1„ ...EXIST/NG <br /> 5.08 V 5.00 1 OAK RIGHT OF WAY <br /> 6.65 06.24 \ 5'92 PAVEMENT 12' FROM EX STANDPIPE <br /> CEN7ERUNE AT 15"OAK 5.82 _ - - �' X5.99 <br /> NE 30 OAK <br /> 20"OAK . 5.43 r6'TS \ '--&.44-- <br /> � O <br /> 1 <br /> ep - - J6.39 - 6.38 X644- -6.33 - OEC <br /> - - - - - - - <br /> - - - 5.36- - --6.30 - - - - -6.4-3- - - - - -638 - O = <br /> - 6-21- <br /> I O <br /> _ - - - - - - - X08 - v 0024 0 .0014 0 .0002 00002 0 0l 0002 of 0002 0 oI 0008 o <br /> ++ II+ I+I <br /> .0045 0 .0022 00 of o 1 .00 _ o a0 <br /> ------+-6.42 � N <br /> O00 <br /> + ELI I - M NNo o ..:::.IX FOGUNE Q l LU <br /> !} ELl 1- M m N o 0002 .0010 I 0019 I 002 Z a <br /> (,1 <br /> I N 0004 , .0000 , I Q <br /> o I IX FOGUNE`.• 0016 I 0004 I x / ' 'k / X` / /: z: / i / i / k: /...iy�. (n N <br /> .0044 I x ` x / � � <br /> ELI , h. / 7 l` �� y8$" %, �$2 �, j/ �/�/ / / 7�j /: / / j / j / �/ <br /> i / <br /> Q ` / k. _./ - `,. ir, /q]//'6 // / /y <br /> / u' >ii '\,1 / /--/ 'J' % /:..._ _. ._ /: /1�..>G , _..r EX 12 �/'.% • f...'/ /. -�""Q--f - /' - _/- 17-- <br /> / / <br /> T EX 12 W r/ 46/ 535/.. .E j / i / / / ,' ' j / /,/ jf j Q w <br /> / X ELECT VAULT ;^ j' i /' <br /> U X� <br /> %'5'12 i .'4,g5 , ' <br /> EX 12'rW / r-i / ;y f / / / , / / / % ` i / / i :1 /,, % :/ / / /• / / ` � <br /> / i / / i / , j / / • 5.3� ,5� -� l /� � '" �' ,r`T�SE DEEPUfT STRUCTURE' <br /> / / / `s` i' � SECTION OVER STO M RAIN <br /> / ?4EE TREE TO, C , ✓ %PIfE OU 7r7 LACK Of 0 <br /> TO R MOVE"/ % <br /> AND R OCATE% /' / / / /I ,i 'o % ! - / / / /BE REMOVED X 7 4. i i; 4. / j j ; <br /> 4,80% / /' / /' / �/ // / f / i 4. 1 . 4.5 <br /> / IXSANG PP /' / / %'/ / / i ` / / i q P / % i' / % / / / <br /> "PP / / %'/ % i /' �' /' j S k� <br /> fG&E TO REMOVE / / / % / / / TJ4 ,TO/' i <br /> IX/SANG PP yEb y:... <br /> /. / / / / .41/ 76 . , �r / ' 4i. f V / %' / j' / / j / j' .0¢35 i' i i / ! / / / /' j� COPYRIGHT Q 2003 THOYPSON-HYSELL ENGINEERS <br /> ° 4 <br /> ,/ - - o <br /> -E� EIGHT M/LE ROAD <br /> O0 // / / G1 05.32 <br /> 12"TREE 4.70 <br /> �/o = OAK GROVE REGIONAL PARK FRONTAGE <br /> 4.10 o l <br /> g I' �'• PROPOSED 18"TREE 203 LF RAIL FENCE E/GHT M/LE ROAD <br /> 206 LF R41L FENCE GATE POST 4.78 <br /> IX RAIL FENCE TD BE /d057Y1LEl]9 ti PROPOSED 61 R4.AIL 0.9..50 = SO.00 <br /> ....... <br /> p _ J _ 134+ sae+ <br /> ° /•5' 44 Kj. . IX G47E TO BE ro <br /> 5 <br /> GATE POST EXISTING o 4.29 <br /> N I 8.07 RELOC47ED NOTE. �* IX FENCE DEPARTMENT OF PUBLIC WORKS <br /> TO BE REMOVED �` IV CTIR) RIGHT OF WAY <br /> GROUP INTERCONNECT rn TO BE REMOVED CITY OF STOCKTON CALIFORNIA <br /> l� � INSTALL f1RE ACCESS'•'"�� <br /> " V & RELOCATED )r,1 r, - (�} IY'' n DRIVEWAY PER COS /A/57�G4 , Eh�9s 8•g6B C44%4 AIACO IX TREE TO."' GABLE BOXES W/1Fl & RELOCATED <br /> y 1 l ) �, S7D DWG NO 278 I CGU Lj 4,(o LF INV AT CB = 1.76 BE REMOVED ELEC7ROUERS - SEE SHEET NO. <br /> E i ? 8.25 �` r> (� I`J ' �_ �- �\9" wjL C SIGNAL PLANS 18"TREE WALE AS SHOWN PROVED BY: <br /> 1 7.89 INV AT INV = 1.60 <br /> 8.31 J <br /> r� <br /> * �4I v� 7.85 SLOPE _ .0014 DESIGNED 9Y: LO �' <br /> EIGHT MILE ROAD`S 1 SIZE 12" FACE OF CURB CURVE TABLE �1 <br /> p y o LENGTH = 117 LF NO RADIUS LENGTH TANGENT CHORD DISTANCE CHORD BEARING DELTA DRAWN BY: Lc <br /> Cl 10776.00 616.01 308.09 615.93' N89°34'20°W 03°1631" CHECKED BY: MP CITY ENGIN R STOCKTO1N4, A. JOB NO. <br /> 1 <br /> RECORD DWG: - DATE: 6 ����� 122259.02.008 <br /> o <br /> • <br />