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CONST. BARRICADE (TYP. A)
<br />STD. DRAWING R-24 (TYP,)
<br />EXIST, SDMH
<br />RIM=19,92
<br />INV. 11.52 24'SD
<br />INV, 8.92 72'SD'
<br />ON
<br />o^
<br />J
<br />Cu
<br />NOTE:
<br />CD �
<br />11
<br />w r
<br />.. II
<br />ALL SANITARY SEWER AND
<br />02: v
<br />0 w
<br />o z
<br />STORM DRAIN PIPE SHALL BE
<br />fy P
<br />J W 0
<br />N'"
<br />SDR -35.
<br />EXIST, SSMH gP°N3 ¢, caq
<br />NU.= -:U -Z-o 0Z
<br />RIM=18.71 - ca u N ❑ N w
<br />UNABLE TO VERIFY :)>c:Z STA 9+85.56
<br />INVERT ccuu°°�v I Z) CONST, SDMH
<br />In -i STD. PLAN D-18
<br />CONTINUE CL AND N 3- OVER EXIST.
<br />EDGE MARKING TO LINE RIM=18,14
<br />MATCH EXIST. // INV 72'SD=9.04 THIRTEENTH STREET
<br />AINV 12 SD=10.98
<br />52'-12'SD
<br />XIST. 16'2
<br />P,U,E.
<br />3
<br />TEMP, TUF
<br />EASEMENT
<br />10' P,U,E,
<br />(TYP,)
<br />245'-6'SS
<br />STA 7+30,56
<br />EXIST. SSMH
<br />RIM=19.16
<br />EX, INV. 12,31 8'SS
<br />NEW INV, 12.51 8'SS
<br />0
<br />7
<br />STA 6+12.94
<br />EXIST, SDCB
<br />RIM=19.26
<br />20'-6'SS INV. 16.31 12'SD
<br />S=0,0050 EXIST,
<br />EXIST. DRIVEWAY DRWY. /, FF H71
<br />Alp
<br />\
<br />/—\ F
<br />ONST,
<br />,CO S.STD, PLAN DETAIL 55)
<br />STA 0+51.90
<br />_
<br />w 1
<br />CONST, TYPE 1�
<br />D
<br />CURB INLET
<br />_
<br />a a
<br />4
<br />INV=13.8 I
<br />GRATE=117.34
<br />o
<br />INV.=11.50
<br />v
<br />'-
<br />INSTALL STOP/STREET SIGN(SEE
<br />XIST. 16'2
<br />P,U,E.
<br />3
<br />TEMP, TUF
<br />EASEMENT
<br />10' P,U,E,
<br />(TYP,)
<br />245'-6'SS
<br />STA 7+30,56
<br />EXIST. SSMH
<br />RIM=19.16
<br />EX, INV. 12,31 8'SS
<br />NEW INV, 12.51 8'SS
<br />0
<br />7
<br />STA 6+12.94
<br />EXIST, SDCB
<br />RIM=19.26
<br />20'-6'SS INV. 16.31 12'SD
<br />S=0,0050 EXIST,
<br />EXIST. DRIVEWAY DRWY. /, FF H71
<br />Alp
<br />\
<br />/—\ F
<br />ONST,
<br />,CO S.STD, PLAN DETAIL 55)
<br />STA 0+51.90
<br />_
<br />r
<br />RIM=17,93
<br />CONST,
<br />CONST, SSMH
<br />-
<br />4
<br />INV=13.8 I
<br />SEPARATION MH
<br />(C.O,S. STD, PLAN DETAIL 55
<br />a ti
<br />r
<br />vi I.i
<br />'-
<br />INSTALL STOP/STREET SIGN(SEE
<br />DETAIL 57
<br />RIM 1915
<br />Z r
<br />� W❑
<br />Q-ww
<br />r
<br />'SD (SEE DETAIL R-25) a`�
<br />& 57A, SHEET
<br />5) INV=12.66
<br />cn
<br />1
<br />S�0,01 BLOCK NUMBERS SHALL BE >
<br />RIM=19.35
<br />12,61
<br />INV,6'SSD=9.2
<br />1
<br />o �o
<br />Dwa"
<br />1800 E. THIRTEENTH ST, ��
<br />4
<br />INV,72'SD=9,20
<br />STA 0+52.10
<br />�
<br />w ¢ . > a d
<br />2700 S, BIEGHLE ST,
<br />W
<br />rw o❑ >-
<br />CD
<br />CURB INLET
<br />CONST. TYPE
<br />CATCH BASIN
<br />e
<br />RIM=17,34
<br />F-I 1 CURB
<br />4
<br />INV=11.50
<br />N CATCH BASIN 5 7
<br />$
<br />9 10
<br />10'
<br />W
<br />REVISIONS
<br />W ❑ N G ENGINEERS
<br />INVTIL50,34
<br />JI
<br />JOB NO.1 3338
<br />TRACT 3172
<br />SAN JOAQUIN COUNTY,
<br />SHEET
<br />�
<br />UNAUTHORIZED CHANGES AND USES,
<br />I�
<br />10'
<br />DESCRIPTION
<br />10' P.U.E.
<br />BY
<br />g PLANNING ENGINEERING SURVEYING
<br />Lr)I
<br />DATEc JULY 2002
<br />(TYP,)
<br />MICHAEL ESTATES
<br />CALIFORNIA
<br />1.~
<br />PCI 6
<br />4578 FEATHER RIVER DRIVE, SUITE
<br />I STOCKTON, CALIFORNIA
<br />A
<br />3
<br />7 TEMP. TURNAROUND
<br />�� EASEMENT
<br />SCALE, AS SHOWN
<br />CONSTRUCT
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />L,H.1
<br />OVER N4'RETOFE SAND, DRIVEWAY
<br />T �1� (TYP.)
<br />o (209)476-0011
<br />DRAWN, SE/WMK
<br />n 1 20' 20' n
<br />In
<br />ii
<br />N n N�
<br />WATER NOTES CONST. BARRICADE (TYP, A)
<br />WATER SYSTEM TO BE DESIGNED BY STD, DRAWING R-24 (TYP,)
<br />CALIFORNIA WATER SERVICE.
<br />FH1 FIRE HYDRANT PER STD, DETAIL L,H,1
<br />CW -W18 (TYP.) CONST. L,H,
<br />PIPE MATERIALS RI=7 97D, DETAIL 58 & 59)
<br />POLYVINYL CHLORIDE PIPE (PVC) SDR 35 INV.=14.78
<br />-800-227-2600-
<br />SCALE, 1'=40' HORIZONTAL
<br />1'=4' VERTICAL
<br />CURB DATA,
<br />NO, RADUIS DELTA LENGTH
<br />8 30' 82°25'26' 43,16'
<br />30' 82°45'54'
<br />PP W
<br />LLJ
<br />EXIST. EXIST. EXIST.
<br />DRWY. DRWY. DRWY,cn
<br />vJ
<br />5 `
<br />0+00
<br />CONST. SSMH (C,O.S, STD. DETAIL 55)
<br />RIM=18,99 I
<br />INV=13.96
<br />REMOVE EXIST, SDCB
<br />REPLACE WITH TYPE 1
<br />CURB INLET CATCH BA
<br />RIM=18.59
<br />INV. 16.36 12'SD
<br />11
<br />12
<br />EXIST. EXIST,
<br />DRWY, DRWY.
<br />Dl EXIST. SDMH
<br />RIM=19,62
<br />INV. 12'SD=15.62
<br />INV, 72'SD=9.27
<br />STA 1+71—
<br />CONST, L.H.
<br />RIM=17.97
<br />INV=14.98
<br />CONST. BARRICADE (TYP. A)
<br />STD. DRAWING R-24 (TYP.)
<br />© REMOVE EXIST, SSCO
<br />AND LATERALS DUE TO
<br />LACK OF COVER, FIELD
<br />VERIFY LOCATION AND DEPTH.
<br />155'-6'SS
<br />1J
<br />\
<br />/—\ F
<br />mm
<br />STA 0+51.90
<br />CONST. TYPE 1 CURB
<br />r
<br />INLET CATCH BASIN
<br />¢a
<br />W v
<br />w N 14,269
<br />Cr EXPIRES: � : 3-31-2005
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<br />Xzi
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<br />r
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<br />Q�Z"33
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<br />2
<br />1
<br />Z L)..4
<br />w¢, >
<br />-
<br />X: rzw
<br />Dwa"
<br />SD
<br />f W"W :
<br />STA 0+52.10
<br />S��--0,02
<br />w ¢ . > a d
<br />CONST. TYPE 1
<br />rw o❑ >-
<br />CD
<br />CURB INLET
<br />CD �
<br />CATCH BASIN
<br />RIM=17,34
<br />a0m
<br />L J M
<br />4
<br />INV=11.50
<br />155'-6'SS
<br />1J
<br />\
<br />/—\ F
<br />mm
<br />STA 0+51.90
<br />CONST. TYPE 1 CURB
<br />INLET CATCH BASIN
<br />¢a
<br />RIM=17.34 INV=11.50
<br />w N 14,269
<br />Cr EXPIRES: � : 3-31-2005
<br />4
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<br />A¢
<br />N
<br />cy❑
<br />U LJ
<br />w
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<br />� W❑
<br />�z�'
<br />wZv
<br />S
<br />C1 WOU
<br />W
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<br />rW�O❑
<br />Dwa"
<br />7 I
<br />N
<br />in
<br />10
<br />CONST. BARRICADE (TYP, A)
<br />STD, DRAWING R-24 (TYP.)
<br />F-
<br />W
<br />W
<br />w
<br />F—
<br />H-
<br />Z
<br />W
<br />W
<br />H—
<br />w
<br />h -I
<br />2
<br />F -
<br />EXIST. SSMH
<br />RIM=18.71
<br />UNABLE TO VERIFY
<br />INVERT,'
<br />r-25'-12'SD S=0.01
<br />18'SDCB INV=11.23
<br />STD CW -D14
<br />STA 0+06 BIEGHLE STREET
<br />,CONST. SDMH OVER EXIST, 72'SD
<br />STD. PLAN D-18
<br />RIM=18,14
<br />INV,72'SD=9,04
<br />INV,12'SD=10,98
<br />25'-12'SD S=0.01
<br />PLUG END INV=11.23
<br />— STA 0+00 (S)
<br />STA 9+85.56 (E -W)
<br />25'-12'SD S=0,01
<br />PLUG END INV=11,23
<br />\ STA 0+16
<br />CONST, SSMH
<br />(C.O.S. STD, PLAN DETAIL 55)
<br />RIM=17.93
<br />INV=13.89
<br />' 43,34 z II III III
<br />+ \v/
<br />m�
<br />¢w 111 MW w V)
<br />Z Nq " z F9 P�� m aw x z
<br />w [L LLIF— la— ��ND SE0 cdc„rU W
<br />- rr a f
<br />_j 00 w¢ o ¢ cn w o
<br />� }J I� r J � II
<br />W r pq.. r r W.-. U) 48 HOURS PR/OR TO WORK OPERA T/ONS UrxU > � ^
<br />> rZ. 11 .-. W .Zi.N.
<br />a❑ r xw 11cy
<br />m rx31 m ^ n z
<br />+ do Z2 r¢ Z r Z�r¢> N ZI-'"1 Jm co a .w. 3q W
<br />.-. x C' ❑❑¢m ❑ V) ❑=)<WZ + MWZIfl N v
<br />r "OD UUUoU W UUU❑" v EXIST. CL. a>��"m ° 1n NLr w wcu U
<br />¢ Z U = (J+ PROFILE ¢ 3fd� ° ¢ �°U ) . r x
<br />w o EXIST. GRND. cu fj 11 ca a
<br />.. 22 ... Vl W r_. .. ... .. ... L0 _. _... _ ... _.... _.. _ ❑ r ❑wWu:". r W > N r
<br />0 + w_ �' ^ ° o PROFILE ¢ a U J��U�� cn m� v cnz o J Z
<br />TOP OF CURB co N ^o cu w `o N ro N �' x it _ _ _ 22 _ _ _ _ _ o, Nom. ao _. ", w _ 22
<br />cu CD
<br />PROFILE, CD coo n v ON °° PROFILE _ ~ co m `0 + u") ^ M o+ r
<br />TOP OF CURB
<br />¢ II ¢ II r U r U 0.64%— _ 20 _LJ
<br />I o r w
<br />I 0,251/ _ U N U U r o r r/ --' 5%- o TOP OF CURB o 0
<br />¢ PROFILE ¢ ¢ x ¢ ¢ w 20
<br />—' N � 0,25% v vi r N 0 130
<br />18
<br />18 18 _ _ _ _ _ y
<br />1616 16
<br />14 298' E'T _
<br />_ W 14 = 14
<br />_ = STA -0+14
<br />0 EXIST, 8'SS
<br />12 __ 521-12'SD =001(_ _—E•XIS-T, 8-sS _ 1 _ _ _ INV, 1.3.12
<br />2'-12'SD s=o.olcs 2 12
<br />EXIST. 72' SD S=0.01 (S) 25'-12'SD EXIST. 72 SD EXIST 72 SD
<br />52' 12'SD
<br />10 25'-12'SD S=9 01 (N> EXIST 72' SD W 25 12 SD
<br />5=0,01 (N) 10 r¢ _ J - S=0,01« & W) 10
<br />3 �
<br />d
<br />W 1J' 00 (h 2 N ICU - Z - 00
<br />_. 6 ... q .. _. _.. Cly .... ... _. _...._ ..... _.� .N. ��~ II .__ r _._.. �-�� . __ _.. _.. _... _.. .... _... . .. '.� �... Vr) _..... _... ._... N1T x Q' _. .... _... ...... ..
<br />+ a+ ❑ al r N r �) .n o cxi, a q 6 W z N A W 6
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<br />4 I-- w o > x w�>Nx m ❑ 'I _ 4
<br />� oxw Lo > riz r-� ¢�° v mo r -f z ��
<br />W N " 3 m W F- O .. _ �D Q_' � � co irNV) ... _... _ ... _ ._.... .. .. _.. o Vii � V) Vl 1Wi1 SAN + U ¢ �n w �'Z 2 In Vi (II _.. �+ w + °^l- � � O Z. V ^
<br />¢ ¢ oV)Jr ...,. O�F-OD t`�hNODr O�Nr',0� w Ln_.¢ Z�J __rx�� ._......._¢OZ.x.Z .. _... ..... _. .._ _ ._.... ... ,", p... ,�....... ... _..... }o� p� _.o oma.. _..._ .. .. .. ....
<br />r W ¢ + r + + M. - W
<br />❑w> > U . �❑ V).-.11 r -N., - ❑¢¢ NUS �Z ¢ c3 :6
<br />Iii
<br />¢azw a, ¢ ¢z> a7j>z >z'1 0 u3U_ _ _ v w V) a�11 <1 <1>
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<br />(�¢❑W V)c0 V) NU.. N w¢:-. .. U W'r.0 M 2.}00 Vit
<br />12+00 11+00 10+00 D2 9+00 8+00 7+00 6+00 5+00 1+00 0+00
<br />COTA NST+SDMH BIEGHLE STREET
<br />STD, PLAN D-18
<br />OVER EXIST, QROFESS/ON
<br />INV 72 SD 9104 THIRTEENTH STREET NEW SANITARY SEWER LINE O c c�nr+cE
<br />INV 12'SD=1098 VA
<br />mm
<br />.eRl¢3Iy
<br />w N 14,269
<br />Cr EXPIRES: � : 3-31-2005
<br />9� :`g 19v .....
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<br />010-
<br />a0m
<br />L J M
<br />M 4. M
<br />REVISIONS
<br />W ❑ N G ENGINEERS
<br />INC
<br />JOB NO.1 3338
<br />TRACT 3172
<br />SAN JOAQUIN COUNTY,
<br />SHEET
<br />UNAUTHORIZED CHANGES AND USES,
<br />NO.
<br />DESCRIPTION
<br />DATE
<br />BY
<br />g PLANNING ENGINEERING SURVEYING
<br />DATEc JULY 2002
<br />MICHAEL ESTATES
<br />CALIFORNIA
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR}`J{
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL
<br />4578 FEATHER RIVER DRIVE, SUITE
<br />I STOCKTON, CALIFORNIA
<br />A
<br />3
<br />SCALE, AS SHOWN
<br />THIRTEENTH STREET STA 5+18.94 T❑ STA 11+49,16
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />o (209)476-0011
<br />DRAWN, SE/WMK
<br />THE PREPARER OF THESE PLANS.
<br />(Q�O!'Q^`t►!/
<br />DATE 8-7-2002
<br />BIEGHLE STREET STA
<br />0+00 TO STA 1+89,79
<br />OF SIX
<br />DESIGN, WE
<br />R.C,E, 14269
<br />CHECKED, ZCW
<br />FILE
<br />
|