|
EER
<br /> Q� yP�' ydo
<br /> 69
<br /> 2 71S/93a
<br /> td tb
<br /> 12 • _ +�S + i • 12
<br /> W I �
<br /> _ __ d <
<br /> EX/SANG GROUND AT CENTERLINE.,... EXISTING GROUND AT CENTERLINE Ki
<br /> >0
<br /> . . . .
<br /> = W � WU.
<br /> 8 . _ _ ,.._._. _ - - _: - - _ 1 _ - - - - - - - - - - - - - - - - - - - - - - - � g
<br /> - - _ - - - - - - - - • 8
<br /> _ L ZZw
<br /> - - - - - -
<br /> � RIM O
<br /> 6 B7 $ 6.77
<br /> HGL $
<br /> PROPOSED TOP' OF 'CURB'. . . . . HGL. W n PROPOSED TOP OF. CURB - . . p
<br /> O. W = ,
<br /> - - - - - - - � - - - - - - - - - „- - - - ,2 WA
<br /> o _ EX 12" WATER 0 _ - -EX_ ATER
<br /> 165 LF 21 " STORM RCP S=.0007 1.39 160 LF 21" STORM RCP S=.0007 ii w 175 LF 21" STORM RCP S=.0007
<br /> • O 21 SD _. _125 12 W _ __ _ .. _ • 0
<br /> o 1 2150 ❑❑❑ R
<br /> o
<br /> h
<br /> c
<br /> •
<br /> -8 • _ ... _ _ _ .. . ... __ _ _ _ _ _ • -8
<br /> PROFILE SCALE W
<br /> 1'=20' HORIZONTAL
<br /> 1'=4' VERTICAL
<br /> 154 155 156 157 158 O
<br /> NOES. O
<br /> EX/SANG U7IL/TY BOXES & VAULTS
<br /> NOTE.- / / / NEW PAVEMENT AREA LOCATED /N NEW PAVEMENT SHALL O O
<br /> GROUP INTERCONNECT // ���/ /:' BE ADJUSTED TO RN/SHED GRADESFA
<br /> GABLE BOXES - S / ' / CONTRACTOR TO COORDINATE WITH O Q k I
<br /> ELECTROUL:77S - SEE APPROPR4ITE UT1Ll7Y COMPANY.
<br /> TRAFFIC SIGNAL PLANS \ ��\ \\ FUTURE
<br /> IX PAVEMENT IX/SANG POWER POLES 10 BE ''
<br /> �) �� \ v� TO BE REMOVED REMOVED (UNLESS OTHERWISE NOTED) ' RIGHT OF WAY O o
<br /> CONIRAC R 70 COORD/NATE / 13 7.05
<br /> ...........FUTURE 7.
<br /> 6.52 SEE TRAFFIC SIGNAL W/IH PG&E. 6.88 TOP OF CURB 6.92
<br /> 6.51 PLAN FOR 7RAFFTC '
<br /> LU ftj
<br /> 6.47 SIGNAL AT ENTRANCE 6.62
<br /> EDGE OF PAVEMENT
<br /> �•• FUTURE
<br /> 6.49
<br /> i J
<br /> 'Q
<br /> CLUSTER 8..... ~ O O
<br /> 5Q OAKS i 1" = 20'
<br /> EX 24" PVC. INSTALL 4" SCH 40 PVC•.......... OP OPS 5Q ti_ �� EX 4" PVC CULVERT
<br /> SL N Z o z CQ
<br /> W
<br /> CONDUIT FOR FUTURE y0 0 Q
<br /> 7.41 TRAFFIC SIGNAL r 7. 18 ` d 6.96 P�
<br /> 7.23 6 85 T OP �\ P ,0 7.69 8. 16 rVl�
<br /> 6.87 1 -- - (SEE SHEET 15) 6.91 8 36"OAK SPLIT - -- - 00 0 OP.:0 -5-03 - - 7.63
<br /> --- `-- - - E -_fi4Yl 5.70 ... 1, .
<br /> 6.26 e W
<br /> 7.41 7.52A R7
<br /> 86
<br /> .' 6.9 24"OAK 7.65 8.43
<br /> 6.70
<br /> 7.36 748 t,W'
<br /> 7.61 ,8 OAK 7 W
<br /> 7.04 734 6.91 _ 6.93 •'SAW-CUT D(ISANG FIGHT OF WAY 7.06 8" AK 7.08 F-
<br /> PAVEMENT 12 FROM 7.13 \, 7.88 Z�
<br /> 7.12 IX LP CENTERLINE AT 708 \
<br /> No rte_:
<br /> -733 - - - - - - - - - -732 - - -�55 1 - - - = - �72 - - - - 7�7- - - - - -7.50 - 7& - - - - - - - - IX 87 LL WARNING - - - - 79i - - - �93 eQN�'LlG
<br /> FOGUN£
<br /> DL/E Td T Gv/7w
<br /> Q) W - - o O,eoO0 5 en 2/ 5704V D/WA/A/
<br /> o = o = t�75 7" L "/l .C. P. /,eA?/gf}�Fo,J Q
<br /> 0002 N 0oos .001a 0022 .0007 .000a ools 0004 .0008 L/NE 0Af E/4Hr kf/LE94" O
<br /> 0 0 0 - o 0 0 0 0 0- o - p o
<br /> W of - o f - of o ^f �f o of 1 o f Nf o of 0 O Lv IA17V 6p+Ae �Lz O"K
<br /> h� N r rn rn v ij
<br /> QtZOc..17 CY/SnAJS b"A.C .O
<br /> EX FOGL/NE o n o o n No o o N o r` o j .�� U�/O�C OkoPoSel Z/ " STORM
<br /> 1 £X FOGL/N£"" •: .0020 0007 .0004
<br /> Z 0010 ^, 0013 .0013 I 0030 .0002 I 0000
<br /> Q •
<br /> y:Y i ; ./ / •< j: % :; h. :� r., i / � ' � / � � tTtvE��1
<br /> ( � /
<br /> EX 12 W� 7�. /' ,; / a � l: �� �j �� r `.•, \ 7- }� r.��'�-:'�-��� ' � � EX 12 W/ 7/ '` �/` f-p9 ri`-j � ,�/+ /_� , __/� - _ r EX 12 W
<br /> t . (f,/ / / , / / / / Y , ; � / / ;�/ �. i . . / , / / : , / / .b .' 716." -
<br /> �u
<br /> y
<br /> / � � ,, / �.�/ �: :' i . i' i t' / �i _--
<br /> / / , /
<br /> , /N / / i / / i / :/ i i Jq i /' . i R5 / O O
<br /> o / / i DC ISLAND TO< BE REMOVED.. a / i n 64 c� �/' / / t
<br /> ' / ! / / \ ,N ` 6.'T6 1 / / , ,cS . / .n 1 / i" h;' _ �O i" i %� - �_._
<br /> IX _CON_ C PAD
<br /> ; BE OVE / / 6. // ,EX PACBELI / i 6. / /' , " / / /` ,' / 8 77 // (�
<br /> / TOB REMOVE / /' ,i / �, / y i " / �/ / / / VAULT r / SEX PG&E VAULT j// / '�
<br /> i �/ JQ V r % i' / i / / m
<br /> .4.J / /'�/ '� %V / : / / / / /' �' / i / / / e� / %7 / /' i i / j / / / / / j / o �C
<br /> , .'EX TREES TO /( •/ /' /" i ii
<br /> EX RAIL FENCE / "/
<br /> .�.. /� X / 8E REMOVED, / i / j'
<br /> TO BE REMOVE7J � � /': / ry'6. f 1C, / / / / i
<br /> ... �, i & RELOCATEDi
<br /> i Q Qo4✓; �� / j / ! / / V HP, /' / / / % i' % / / / 0035 / / i 2 . / / 0 'B,/� j / v
<br /> 1"SD_pdTO BE REMOVE
<br /> / EX RAIL FENCE / /6 �7 5 /, 0 8"T EE
<br /> D EX TREES TO•4:::::..... ................ o ,' / ;> 6. L Df /
<br /> E ;/ & RELOCATED
<br /> BE REMOVED 1'SD c� 0 21"SO
<br /> 8 .. PEON MYSELL ENGINEERS m �.
<br /> 49 LF RAIL FENCE �`� 6.70 ,i j'� / j•.,✓ ` • "TRE �U Sf� >^/�! F1VA61�/'''•, 318 LF RAIL FENCE 1 _.
<br /> . 5. 3 EX SERV/CE POLE• P�� ................. 0.00 i / . 6:1 / j.. G �Q Q6.03 .99 5.95 30"OAK W
<br /> COPYRpNT © 2003 7FIOM
<br /> EIGHTNILEROAD
<br /> TO BE REMOVE@ � � 3O"OAK 5. � o ''CONNECT 70 EX Q6," VALVE & ^ L XISmNG ......' OAK GROVE REGIONAL PARK FRONTAGE
<br /> EX FLAG POLE & RELOCATED ROCK WELL TO 60 6.00
<br /> B£ REMOVED-•'• - INV A7 CB - 1 8 INSTALL 42 LF 6 WATER & h RIGHT OF WAY 7. 0 curglwA
<br /> g e TO BE REMOVED \ f 0 \ ;. ';6.25 6.2 � , 30"OAK 6.37 IX TREES TO _ 0 ^ FIRE HYDRA / 0 6.9 18'SOAK IL
<br /> \/ j "r 3 EIGHT M E ROAD
<br /> /NSAiLLe S7LlB - 6.05 6.5 i.G N f0""` . 6.37 BE REMOVED t J`I ''i' INV AT MH = 1.75 h ^ 6.22
<br /> DISK GOLF TO - )
<br /> Lo
<br /> * �( INV BE CE LOCATED 18 SLOPE - .0100 CONTRACTOR Td VERIFY h 153+50.00 - 158+50.00
<br /> 5.99
<br /> G INV AT CB - 2.16 6 2 ;}1= i SIZE = 12" D(ISANG INVERTS PRIOR
<br /> P U[y' 4G F GA7£ I-I GATE 1 ' ' ......... L ROCK WELL TO ; ','' 1: TO CONSTPUC ON
<br /> 9" M/ TB7� INV AT MH = 1.88 is '6 74 x•¢.79 BE REMOVED INV AT MH = 1.88 „ -, ( j) '1T % LENGTH = 5 LF DEPARTMENT OF PUBLIC WORKS
<br /> SLOPE _ .0100 SEEENIRANCE E 70 BE REMOVED UAU7Y BOX SLOPE0100
<br /> - 30 OF �� ��� C1 �� CITY OF STOCKTON, CALIFORNIA
<br /> SIZE - 12" PLANS FOR REDESIGN'......... EX S172VICf POLE 4" SCH 40 PVC IZE = 12' 11 PROVIDE NON-SLIP STORM
<br /> FACE OF CURB CURVE TABLE
<br /> 6 LENGTH = 30 LF �� VED CONDUIT FOR FUTURE = DRAIN MNNTENANCE HOLE SHEET NO.
<br /> TRAFFIC SIGNAL (gYo7it/e'J LIDS (7YP) NO RADIUS LENGTH TANGENT CHORD DISTANCE CHORD BEARING DELTA SCALE: as SHOWN ROVED BY:
<br /> �C�t q0 �t/G (SEE SHEET 15) C3 25.00' 39.27' 25.00' 35.36' N42°56'04"W 90°00'00" DESIGNEDBY: LC ` �1
<br /> eO,uDL!/T >�2 C4 25.00 39.27 25.00 35.36 S47 03 56 W 90 00 00 ppAyyN BY; Lc J OF
<br /> /-/T MILE ROAD o , „ o , „
<br /> L AKJD 5 D ECED BY: MP CITY ENGIN ER STOCKTON, JOB NO.
<br /> RECORD DWG: - DATE:
<br /> 122259.02.008
<br />
|