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Q� SPS ydo <br /> a ] <br /> DIN <br /> J <br /> 8W S $ � 8 : � g � • 12 J , <br /> 12 • � _ 8 � $ 8 � ± �5 Wca <br /> ' s <br /> o <br /> ' W � S � o <br /> EX/S77NG GROUND AT CENTERLINE ...., <br /> EXISTING GROUND AT CENTERLINE <br /> OZ W <br /> co) (3 LL ` <br /> 7.50 C W \� <br /> 8 • HGL 04 _ _.. _ _ HGL _ 6, _ _ • 8 ii Z <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -`� - - - - - - - - - - - - - - - - - - - - - _ _ _ �- - r - - - - - - - - - - - - - - - - - - � W <br /> Ilk <br /> (\ <br /> O st <br /> PROPOSED TOP OF CURB• .' .,: "' PROPOSED TOP OF CURB = < ro E <br /> 10'1l d �.Q ' ',E7 150 . LF 15 STORM S=.0010 <br /> _ EX 12 .. WATER - - - - - -- <br /> _ 246....:._.� � . .. I . T ,--� -.- � _. • Q � g <br /> �. EX �2 WATER -� 216.... <br /> 0 • <br /> 15 SD 12 W 15 SD <br /> w <br /> -8 • <br /> • -8 s <br /> PROFILE SCALE Q <br /> 1'=20' HORIZONTAL Z <br /> 1' =4' VERTICAL O <br /> 144 145 146 147 148 Q <br /> Q � <br /> EXISTING UAUTY BOXES & VAULTS O al <br /> NEW PAVEMENT AREA LOC47ED IN NEW PAVEMENT SHALL + <br /> BE ADJUSTED TO FINISH GRADES O <br /> CONTR4C70R 70 COORDINATE W17H <br /> THE APPROPRATE UTILITY COMPANY � Ix <br /> \ IX PAVEMENT Lu � 4j J <br /> \x� EX/STING POWER POLES TO BE FUTURE <br /> \ ' , TO 8E REMOVED REMOVED ((UNLESS 07HERWlSE NOTED) RIGHT OF WAY <br /> Co%CTdR 70 COORDINATE <br /> 4.99 5.29 5.29 5.41 X W17H PG&E. FUTURE 5.95 � O <br /> """"' 'PLUG AND STUB DEEPUF! 5.52 5.51 5.71 / TOP OF CURB <br /> 1211 STORM, TO BE xx ` <br /> FUTURE O O <br /> USED /N FUTURE EDGE OF PAVEMENT <br /> IMPROVEMENTS <br /> 1 � ♦VR <br /> 6.69 � + <br /> :......DC 2411 PVC <br /> 5.71 6.636-60 <br /> IX 2411 PVC <br /> 5.32 5.36 ,' 5.66 5.62 5.84 5.72 6.06 5.90 21- - <br /> -- 2.97 - - - - - - --- - 3.4f - - - - <br /> 6 60 �` 6 16 <br /> 3 29- A-05 E,. .__... t- - z' 95 E 3:fl6 4 05 <br /> 2 68 z7S 4, 2� __ - - 3'}B _ _ IQ � 111 s 201 <br /> _23- <br /> 6.60 <br /> 5,54 6.06 <br /> . 6.71 6.88 705 <br /> DCISTING 6.47 <br /> 6.05 6.12 6.38 6.38 <br /> SAW-CUT IX/S77NG 5.96 6. 16 RIGHT OF WAY 6.45 <br /> USE DEEPUFT S1RUCIURE ;' PAVEMENT 12 FROM 6.39 <br /> SECTION OVER STORM DR41N EX EP <.. ! CEMERUNE AT <br /> PIPE DUE TO LACK OF COVER IX FOGUNE <br /> - -6.74 - - - - - - - - -6$2 -6.9-0- - - - - - --6.90- - - - - - - -636- - -693 --7.41- - - - -4- - - - - ?08 <br /> jb <br /> c-o 72� X32 000a 0004 O o <br /> o oI o' 0 0070 0' ml o 000s �! oolz <br /> 0024 �} 0002 NI 0046 0013 0 0 o a o0 0011 0� o� o oLQ <br /> 0 <br /> r N ro ro (� <br /> 47-9 <br /> o .:': EX FOGLINE a <br /> O (� fi' EX FOGLINE• :, o o o 0 0 <br /> ko .0027 .0015 N .0072 .0019 .0008 I 0000 .0006 .0006 .0077 J .0004 W <br /> -I- <br /> `�•V�'pv f x 'X' /. �.. �.. ,(gyp_ , -., .X / -1 "y- " /i /`�'1y"�i i J `"_ /` %i /�(�,/T a�•Y9f n Y= �jL r-L -x <br /> / �6$0-f --> -'Y- , i `Q. , : �` / / "! J <br /> �� V <br /> zzy <br /> : - „ / / ,� r ,/ / �: - ,! , _.. . -SEX /12"W`--/ Y -"- f--_ -"'- <br /> Lll , n - -_ �._ ... __ - _.__ / __-� __. - ,_- __ ._ /_, _. ___ / _r-.__/ /EX 12 W d > y : r ..t _.r J`:-/, / i /� /, �'- i <br /> • - - -- - '- ,L/--t / iEX 12 W� / f J- �` 7 T 7- i 7 / /^ i. i:.-i / / i / i / / <br /> 6. 0 <br /> 2 / / r i % i' i / P. % i i. ,EX UTIL/lY BOX b B. <br /> EX L/�y BOX i' � i /� / / j i / i � �� / �% / ,'� /" <br /> �/ /K A <br /> �...rPLUG 1211 STORM1ORAI �� <br /> i BEYOND CATCHBASIN / <br /> I 5 � �� / / �V �,, / �/�// 3 / / ' / /'� : �` / i j �� �' / / `y(�� / / / CO"WHT © 2003 MUPSON-HYSEIL ENOWEERS <br /> !` <br /> E#io - - - - - --- o E /o 11 _ !o- -- - 15115 - E /o <br /> EIGHT M/LE ROAD <br /> OAK GROVE REGIONAL PARK FRONTAGE <br /> C1200, C-900 u U o 5.7 500 LF RAIL FENCE W Fi 13 6.17 <br /> LIZ CONNECT TO EX 6 VALVE dt W 12 OAK , OCKMAJ CAcrrGrw� <br /> g 11 <br /> '' EXIS77Nc W EIGHT MILE ROAD <br /> ELR.7�4G/t',1C5 0 5.29 o FIRE HYDRANT N l It RIGHT OF WAY-'" ,fie nA <br /> _ 0 5.4 „ N EX RAIL FENCE.:....... 5.46 143+50.00 - 148+50.00 <br /> W INV AT CB - 2.51 2 0 INSTALL 42 LF 6 WATER dt w <br /> INV AT MH 2.46 I 3 <br /> 0 5.21 �lE 5.41 do RELOCATED D 5.67 3 <br /> 7a fiE 1N57tJGLC� 5.67 SLOPE - .0100 * \ \ , 6' B 'OAK + DEPARTMENT OF PUBLIC WORKS <br /> + SIZE = 12" 5.25 h CONTRACTOR TO VERIFY + <br /> S� 6.0.LJ. EX/S77NG INVERTS PRIOR a 5.51 (� �� r;- ��( �I 1 NOTE. CITY OF STOCKTON, CALIFORNIA <br /> LENGTH = 5 LF - INV AT CB = 2.46 <br /> GROUP INTERCONNECT <br /> ���> C-L2B8,- 0-900 CIi}554 0 6.0 2 OAK S F7QE t11/DQ/1t1j TO S7RUC710N �\ "' 'j t\ ` J ELECIROUERS - SEE <br /> { INV AT MH = 2.41 CABLE BOXES WITH <br /> E 2"OAK INV AT CB = 2.46 N)CP , D ewI,(L - 7RAFFIC SHEET NO. <br /> ,f SLOPE _ .0100 SCALE: AS SHOWN PROVED BY: <br /> Al / INV AT INV = 1.71 SIZE 1211 SIGNAL PLANS DES04EDBY: LO _ <br /> SLOPE _ .0100 /� o EIGHT MILE ROAD LENGTH = 5 LF <br /> SIZE = 12" �\ DRAWNBY: LC OF <br /> CHECKED BY <br /> ENGTH = 75 LF ' <br /> o MP TTY ENGINEPR STOCKTO , CA. Mpg NO. <br /> RECORD DWG: - DATE: tot 122259.02.008 <br /> a <br />