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V)
<br />MAIN
<br /></ess L"
<br />foaerele -
<br />I
<br />2x4 Int on GOrs °
<br />5'—/./z Cedar
<br />9 x 4 Cedar
<br />masts
<br />2''''f OF- Oy G09G
<br />•T /rfz Cedar kicker e
<br />:,':
<br />'I
<br />I
<br />f4'
<br />REDWOOD FENCE DETAIL
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />a One sfaef sfge /epuriod
<br />of eech 1'r4,_twX;*7
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />MAIN loo "
<br />TYPICAL STREET SIGN
<br />PROFILE A
<br />42
<br />'
<br />41
<br />44-
<br />40-
<br />43-
<br />39—
<br />42-
<br />w
<br />W
<br />38
<br />41
<br />z
<br />37—
<br />40
<br />H
<br />W
<br />39
<br />z
<br />36-
<br />38
<br />0
<br />36
<br />37
<br />Max.
<br />36.
<br />totQ
<br />w
<br />33—
<br />35
<br />34
<br />Mar.
<br />w33-
<br />0. D. r 20" Max. of 90
<br />32-
<br />z
<br />9
<br />v
<br />31
<br />32-
<br />30
<br />31
<br />MAIN loo "
<br />TYPICAL STREET SIGN
<br />PROFILE A
<br />45-
<br />544434241
<br />RINtSkED LOT
<br />— to a m lf1mm —
<br />44-
<br />43-
<br />42-
<br />5�0.00IS �Hs� X30-.21"iO,P
<br />41
<br />bsMer thon the eX/silml pavement
<br />40
<br />H
<br />W
<br />39
<br />0. D. !0"
<br />tui
<br />38
<br />-
<br />LZ
<br />37
<br />Max.
<br />36.
<br />N
<br />H
<br />35
<br />34
<br />Mar.
<br />w33-
<br />0. D. r 20" Max. of 90
<br />b>
<br />z
<br />9
<br />v
<br />$ $
<br />32-
<br />BOLT &ATE
<br />31
<br />Ndfis
<br />30
<br />— —_—_—
<br />>d aeCm;ninum layers — — —
<br />MAIN loo "
<br />TYPICAL STREET SIGN
<br />PROFILE A
<br />MEET EXIST. PAVINCY
<br />S0' V ERT LCAL
<br />eLl¢UE.
<br />N
<br />N
<br />K
<br />Po
<br />0
<br />N
<br />o +
<br />0+00 1+00
<br />(� APPROVED 19
<br />yI
<br />O
<br />V
<br />a
<br />WATERMAN F-JOf FLAP GATE DETAIL
<br />losf /iorJ Fiome Dna' lover
<br />PinA'erfon A14 4624 or eyr/o/
<br />ep of ✓mien re e B
<br />F{'�carf reirrr�cepr concrcfe _
<br />arose awrfine»f riirgs?,".�," ,� _ ,
<br />concrefe cont A
<br />A// jo.irfs nrar ferea'ond *•�+ �t
<br />6ofh rirfarr®r ono✓eu/error w '
<br />fIecesf reirfrced,nvn.Sde
<br />es rey[�r%ear sb
<br />a6faiil ,oroPer s/erofi✓n ,t, lowed '4' i I _ .
<br />/. Z :3tn�4'terfront
<br />i
<br />/I I a l
<br />/oP{ oral)
<br />' �ur✓e�lonc. �
<br />�/osr B' �rrrre�
<br />BLOCX �C'TA/L
<br />rroffz frdex = ¢o
<br />�safiori ?",/G, 4':9.8./ 5"/!•S.B
<br />RINtSkED LOT
<br />— to a m lf1mm —
<br />'SQA+
<br />Seckf 11 wth meena/s eyuol to or
<br />5�0.00IS �Hs� X30-.21"iO,P
<br />st.-tY'aA
<br />n
<br />bsMer thon the eX/silml pavement
<br />10"
<br />0. D. !0"
<br />to a m;nimum
<br />/0"
<br />In quollhy and thickness-
<br />10"
<br />Max.
<br />Max.
<br />N
<br />Max.
<br />y
<br />s
<br />Mar.
<br />0. D. r 20" Max. of 90
<br />b>
<br />z
<br />9
<br />v
<br />$ $
<br />00
<br />BOLT &ATE
<br />O.SD�:Fi•Type
<br />Ndfis
<br />o
<br />— —_—_—
<br />>d aeCm;ninum layers — — —
<br />To coNC. ,���e�
<br />s^R
<br />0+00
<br />E+00
<br />MEET EXIST. PAVINCY
<br />S0' V ERT LCAL
<br />eLl¢UE.
<br />N
<br />N
<br />K
<br />Po
<br />0
<br />N
<br />o +
<br />0+00 1+00
<br />(� APPROVED 19
<br />yI
<br />O
<br />V
<br />a
<br />WATERMAN F-JOf FLAP GATE DETAIL
<br />losf /iorJ Fiome Dna' lover
<br />PinA'erfon A14 4624 or eyr/o/
<br />ep of ✓mien re e B
<br />F{'�carf reirrr�cepr concrcfe _
<br />arose awrfine»f riirgs?,".�," ,� _ ,
<br />concrefe cont A
<br />A// jo.irfs nrar ferea'ond *•�+ �t
<br />6ofh rirfarr®r ono✓eu/error w '
<br />fIecesf reirfrced,nvn.Sde
<br />es rey[�r%ear sb
<br />a6faiil ,oroPer s/erofi✓n ,t, lowed '4' i I _ .
<br />/. Z :3tn�4'terfront
<br />i
<br />/I I a l
<br />/oP{ oral)
<br />' �ur✓e�lonc. �
<br />�/osr B' �rrrre�
<br />BLOCX �C'TA/L
<br />rroffz frdex = ¢o
<br />�safiori ?",/G, 4':9.8./ 5"/!•S.B
<br />/ 1"
<br />FC e e! Grefe -14 iwdrforn
<br />/✓° A- gz0.8 or Egao/
<br />t4 f (2 P e/. dl a
<br />L
<br />fLn C.m.P,
<br />SECTION A -A
<br />TYPICAL STORM SEWER MANHOLE
<br />STANDARD STORM DRAIN INLET
<br />I
<br />rmtsr. er-ouNa I
<br />5'x -ows
<br />2+00 3+00
<br />2+00 3-F00
<br />IVED 3 0 197
<br />SAN JOAaaQUIIN/N COUNTY DEPT. F PUBLIC WOR S no.
<br />-2� _"e�, F ,,/
<br />DIRECTOR OF PUBLIC W RKS R.C.E. 9338
<br />SECTION B -B
<br />>
<br />— to a m lf1mm —
<br />Seckf 11 wth meena/s eyuol to or
<br />bsMer thon the eX/silml pavement
<br />10"
<br />0. D. !0"
<br />to a m;nimum
<br />/0"
<br />In quollhy and thickness-
<br />10"
<br />Max.
<br />Max.
<br />relahYe Cdl7pactian
<br />Max.
<br />Mar.
<br />0. D. r 20" Max. of 90
<br />UNDER PAVEMENT OUTSIDE SHOULDER
<br />t
<br />BOLT &ATE
<br />O.SD�:Fi•Type
<br />Ndfis
<br />i41
<br />SURI
<br />— —_—_—
<br />>d aeCm;ninum layers — — —
<br />To coNC. ,���e�
<br />s^R
<br />— _—_—_—_
<br />II
<br />_
<br />— — — relotsve compaction _—_—_
<br />%
<br />A
<br />2. All eXisnnq povement shall be neofiy cut to llna prior To irendi ercavaNin.
<br />4r!% ---
<br />50' INTERIOR ROAD TYPICAL SECTION
<br />=
<br />3. No jediil or p9ndi79 shall be parmlNea within the s'tmet R,9114 of Way.
<br />c°„,per} ;n /z" !Dyers
<br />/ 1"
<br />FC e e! Grefe -14 iwdrforn
<br />/✓° A- gz0.8 or Egao/
<br />t4 f (2 P e/. dl a
<br />L
<br />fLn C.m.P,
<br />SECTION A -A
<br />TYPICAL STORM SEWER MANHOLE
<br />STANDARD STORM DRAIN INLET
<br />I
<br />rmtsr. er-ouNa I
<br />5'x -ows
<br />2+00 3+00
<br />2+00 3-F00
<br />IVED 3 0 197
<br />SAN JOAaaQUIIN/N COUNTY DEPT. F PUBLIC WOR S no.
<br />-2� _"e�, F ,,/
<br />DIRECTOR OF PUBLIC W RKS R.C.E. 9338
<br />SECTION B -B
<br />G "G/o
<br />SECTION A -A
<br />�S
<br />WATBRNAN AN -30
<br />CHRttTY G -S
<br />VALve 60X _. �" "lN'CEt[.MFpl1kTF. R•%(rJolIAL FLOOD 6LSVATION
<br />SEE 06TAlu A9ouE
<br />F-MROATS 8. WSTALL GR4u7ED RtP-T-OAP
<br />FLtJZH WITH CHANNEL to` wtDE.
<br />N
<br />N
<br />to
<br />.. J
<br />LL
<br />4+00 5+00
<br />�CAPEWOOD PLACE SO VERTICAL
<br />tui UE. MEET EXIST. PA9I00-
<br />Ex/5) MI9 Grzuf�e�afivn010
<br />qt of (4{•sa
<br />BQ.l3 '!910,4 ISO
<br />50' VEFTtcAL
<br />Cu RU E
<br />X
<br />t W
<br />IA �$ .0 0 W e
<br />m w
<br />Vo r sh' ,o' + M
<br />�• UI II � � r � �
<br />4+00 5+00 6+00 7+00 8+00 9+00
<br />SURVEY MONUMENT
<br />FRAME and COVER ASSEMBLY
<br />"AS BUILT PLANS"
<br />` job no. 1802
<br />date by WONG ENGINEERS, INC. date APRIL 1979 CAPEWOOD ESTATES PLANNING ENGINEERING SURVEYING
<br />STOCKTON, CALIFORNIA f. b. no.
<br />-- drawn D.R.K.
<br />PROFILE AND DETAIL PLANS
<br />R.C.E. No. 14269 design C,C.w.
<br />check C.c.w.
<br />t
<br />JOAQUIN COUNTY SHEET
<br />CALIFORNIA mi
<br />OF TWO
<br />FILE
<br />>
<br />— to a m lf1mm —
<br />o' — relative tampoctian O• ',e
<br />i
<br />lompact in 6" layers
<br />10"
<br />0. D. !0"
<br />to a m;nimum
<br />/0"
<br />0. D.
<br />10"
<br />Max.
<br />Max.
<br />relahYe Cdl7pactian
<br />Max.
<br />Mar.
<br />0. D. r 20" Max. of 90
<br />UNDER PAVEMENT OUTSIDE SHOULDER
<br />t
<br />AND SHOULDER
<br />%/ ati 1Q
<br />Ndfis
<br />i41
<br />SURI
<br />1. Rslallke eornperAan a` mrater14& she// be tas'tad Wj tae 5iV& of !o//1`Vt"14`-
<br />s^R
<br />Dept. of Pubic Warks, Dtws/on of Highwdy, fest methad Na. Zdlifomia 2t6F.
<br />II
<br />_
<br />A
<br />2. All eXisnnq povement shall be neofiy cut to llna prior To irendi ercavaNin.
<br />II
<br />3. No jediil or p9ndi79 shall be parmlNea within the s'tmet R,9114 of Way.
<br />4. t when shown dy soil tomposthm ad 4omp4efiOUty, ninety percent l ao v°J
<br />\1 M O N L!{
<br />\\
<br />camfncfion may tw used, when a?Rmwd by ttv umtor a` f1w L ww&.
<br />r PosGo
<br />letferr TYPICAL TRENCH BACKFILL
<br />,b
<br />Sfenserd �cinca
<br />�
<br />end to ver ,4ssire✓y (°"
<br />�r Liff Frdine
<br />rOC. ?, "
<br />Ha Ls
<br />\ly
<br />° . �'
<br />O e ° Oye 0 •, : °'.A
<br />••°•O°
<br />0 e
<br />..
<br />° O a. 0. 0 • O °O
<br />/,. �ti
<br />d'/t%lf/d/'loSf frerl A.B 0 O V°°_'".: .':.l
<br />•0°.,e.�
<br />°
<br />aOe•O°e e•°°e
<br />0 vo
<br />3'MNr. 0<^sOOeoe's0•
<br />•� vo
<br />s0°.O
<br />eee 0 0.O.o
<br />t
<br />I.1
<br />ts
<br />ti
<br />_ _ _ _
<br />Sorvsy Man�imtnf
<br />�'dC. 30"/von Hn wrfh
<br />�� "
<br />i
<br />��
<br />x
<br />/,{an{ifi'coflon Mortis"
<br />TYPICAL SECTION
<br />G "G/o
<br />SECTION A -A
<br />�S
<br />WATBRNAN AN -30
<br />CHRttTY G -S
<br />VALve 60X _. �" "lN'CEt[.MFpl1kTF. R•%(rJolIAL FLOOD 6LSVATION
<br />SEE 06TAlu A9ouE
<br />F-MROATS 8. WSTALL GR4u7ED RtP-T-OAP
<br />FLtJZH WITH CHANNEL to` wtDE.
<br />N
<br />N
<br />to
<br />.. J
<br />LL
<br />4+00 5+00
<br />�CAPEWOOD PLACE SO VERTICAL
<br />tui UE. MEET EXIST. PA9I00-
<br />Ex/5) MI9 Grzuf�e�afivn010
<br />qt of (4{•sa
<br />BQ.l3 '!910,4 ISO
<br />50' VEFTtcAL
<br />Cu RU E
<br />X
<br />t W
<br />IA �$ .0 0 W e
<br />m w
<br />Vo r sh' ,o' + M
<br />�• UI II � � r � �
<br />4+00 5+00 6+00 7+00 8+00 9+00
<br />SURVEY MONUMENT
<br />FRAME and COVER ASSEMBLY
<br />"AS BUILT PLANS"
<br />` job no. 1802
<br />date by WONG ENGINEERS, INC. date APRIL 1979 CAPEWOOD ESTATES PLANNING ENGINEERING SURVEYING
<br />STOCKTON, CALIFORNIA f. b. no.
<br />-- drawn D.R.K.
<br />PROFILE AND DETAIL PLANS
<br />R.C.E. No. 14269 design C,C.w.
<br />check C.c.w.
<br />t
<br />JOAQUIN COUNTY SHEET
<br />CALIFORNIA mi
<br />OF TWO
<br />FILE
<br />
|