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I B
<br />A I C
<br />i yI C
<br />f � C
<br />f
<br />B
<br />SECTION A -A
<br />_.2,4 7z
<br />it , A - 420,4
<br />s
<br />t i .4
<br />SECTION B - B
<br />STANDARD STORM DRAIN INLET
<br />Cast iron Frame and Cover - refer
<br />,, to Improvement Standard No. D-5
<br />Top of pavement grade
<br />�
<br />Precast reinforced concrete
<br />grade adjustment rings
<br />2", 3", 4" a 6" sections 6" o a"
<br />as required -
<br />Precast reinforced 2 Dimam .
<br />�.'..
<br />concrete cone.
<br />t
<br />N
<br />All joints mortared and
<br />banded with mortar on
<br />both interior and exterior ! 1;
<br />surfaces.
<br />Precast reinforced manhole-77
<br />pipes, Class III, as required ' '
<br />q 4-O Diam. •,: o
<br />to obtain proper elevation " a`
<br />sections. Lowest . �
<br />IL
<br />0 i
<br />� j `o
<br />4' �. Class "B" Concrete for =�
<br />base Pre- cost base
<br />may be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />NOTE: A 1'- 6" concrete cone may be used if approved by the Engineer.
<br />,r
<br />Imo/ p ++}Y` / •A � I Y�y //yin �
<br />7*�IC,a
<br />CAST he011/ BEND Z T END THLPC/ST QC a A'
<br />° \9i Notes L Ar/ hf aril 610c.Fs !fie
<br />e � � , . - poured o9oiiysf urx7sf-itt•,;
<br />• - SEe .4'Pir�lorcn9 sail
<br />r Thrust -7� �ta�� 2 Thrus/ 610n(- dmPrs- rP
<br />i - ca/cu/aJ�d 10 arrow a 5 / . ,'tea.
<br />• ii 117y Value o/• 16�,V L as
<br />' !
<br />°
<br />s
<br />•� " � a��o safe .'hias,�
<br />°
<br />`f PLAN
<br />• /� Cos.` Iran W4111 Sleeve e e
<br />% a p,2'i .4'E/NFO�PC/NG 4ET._4�G
<br />/ H i6 �Y F/DIJ�? E/J45 • e
<br />�. ELEI/AT/ON
<br />Th�.P4/6/r BLOCK FOR_ PE,PMAN /l/T B�QW DFF
<br />THRUST BLOCK DETAILS
<br />APPR&ED MAR.Ckt 14 19 82
<br />y
<br />MANTECA- LATHROP RURAL FIRE CHIEF
<br />APPROVED 2- � ' ` = -- -19 :� APPROVED
<br />SAN JOAQUM -COUNTY FIRE WARDEN S.J. COUNTY DIRECTOR OF PUBLIC WORKS R.C.E. 7_1,259
<br />PRINTED ON DIRPO NO. IODOH CLEARPRINT
<br />4
<br />D,
<br />a
<br />Grso'J.- Ring
<br />Led 'Ile
<br />-
<br />i'40'1U'5
<br />EceeM4-ic come
<br />c `g 6!ir
<br />'G'Bir. Noodr ends 4V
<br />e
<br />A
<br />it
<br />A
<br />�
<br />'E
<br />a;o•
<br />5tindlydPrlrc�s•t
<br />AL-infarceed Co)Ura%
<br />l r
<br />ban .tea No* 3 below.
<br />{
<br />'c IY411A .141 G'.
<br />A:kitiora:l 'E'er &r
<br />'G'$tr Nook
<br />' •5
<br />O ddrs� 3 (Typ)
<br />_
<br />p,00 48"or/erger(&a).
<br />_ ends G! 1
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<br />Ar
<br />SreW0fr 3 6r1ow.
<br />8
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<br />of
<br />I
<br />I
<br />1
<br />PL A N
<br />II
<br />I
<br />t 'p
<br />I 2=4'
<br />�rirrfarcedCpv�olds
<br />�
<br />'G'3irs Q 3'SV.
<br />ti,�,j
<br />I en e(s
<br />L
<br />SECTION B-B
<br />IE"i ,v
<br />.:
<br />U
<br />' kr
<br />1r
<br />\Rxndod�s -
<br />SECTION A -A
<br />T.wble of VJIuC•S far 'F'
<br />02
<br />IF
<br />02
<br />'e
<br />36'
<br />/1
<br />63'
<br />70"
<br />.39 °
<br />/O"
<br />"0
<br />/0;0
<br />az'
<br />814'w
<br />69'
<br />low
<br />45''
<br />7JAA'
<br />72 r
<br />1/1,
<br />46e
<br />e'
<br />78"
<br />//4'
<br />S
<br />6 %i'
<br />84'
<br />/? t"s"
<br />S4'
<br />aA
<br />ge
<br />Is
<br />S7•
<br />9h
<br />96
<br />14'
<br />60'
<br />9Ys"
<br />A/OTES
<br />1. Length 'L ,shall be .S - 6, unless o#nrwise shown on Plan.
<br />2. Thicknrxs oic ack shall varyy whrn ne ws&ory * provide /eve! seal ter Manhok Barrel bu t shall
<br />not be /esxs than Tabular ues for 'f'.shown on this shed. '
<br />J. Reiryforcing 5MrJsl�llbe round, deformed burs, 2'"c/rar minimum from face oirconcrete unless
<br />otherwise .shown. Sizes aid G enytits are shown rn Table on Drawing No. 37.
<br />4. Concrete shall he 30100 /Lis, per s9, inch minimum of ZB days.
<br />5. Centerlines of Manholes shown on Improvement Plan apply ai center of fsaff.
<br />Co. Rin9S /4educets and Manhole Barrels feracrmwshaHshall he sealed in concrete mortar
<br />composed of onepar� cement fo 1h par4,x .send by volume andneaflypointcd o/ wiped
<br />inside the shwff
<br />7. Floor of Manhole sha11 be steel troweled to Spring Line.
<br />8. QaSe Of Manhole shall be pdured in one continuous eperafion, OMW th-21 ffsc Contractor
<br />Jhall hm the C)CiVn ofplatiny of the Spring Lint a cartsfrucficnJoin with a /onyitudine!
<br />,Feyw�y.
<br />Sea Draw,na No. S7 >raradditrerrs/ details. -
<br />TYPE 2 MANHOLE FOR
<br />PIPES 3£" DIA. AND LARGER
<br />THX;e/ST 15L4C/K
<br />O/it�1EN"S/4NS
<br />F/TT/NGS
<br />,4
<br />B
<br />6 •_L/NE
<br />2' 0"
<br />2'-
<br />a'
<br />gp •
<br />3'- O"
<br />Z -
<br />6 •.
<br />TEE DC/TLET
<br />3'- 0'
<br />2'-
<br />O'
<br />OC4.0 END
<br />3,_ O"
<br />2'-0'
<br />8"L/NE
<br />221'
<br />2- - 0"
<br />2-6
<br />90'
<br />f 4, 0~
<br />3.-
<br />6..
<br />TEE 0(/TLET
<br />DEAD EN_D
<br />/D ,. L/NE
<br />22� °
<br />3' p"
<br />1
<br />- - TEE Ju/1 T
<br />i 4'- 0~
<br />4
<br />O
<br />2Z8°
<br />3:-0.1
<br />13`0
<br />90°
<br />(5=0'
<br />4-
<br />J..
<br />TEE
<br />DEAD END
<br />5"- 6"
<br />4.r J.
<br />24" 30" or 36"
<br />MAIN ST
<br />-4
<br />TYPICAL STREET SIGN
<br />MAIN ST
<br />�
<br />d
<br />t+i 1
<br />O
<br />Street Sign
<br />r!
<br />Location
<br />4 .' 4 41
<br />Class "C" --it.•i��-'- 111
<br />Concrete ..
<br />TYPICAL_ -_STREET SIG_ N
<br />-
<br />INSTALLATION
<br />STANDARD
<br />STREET
<br />SIGN DETAILS
<br />Backfill with materials equal to or
<br />/
<br />better than the existing pavement
<br />I in quality and ihickness
<br />Existing Pavement
<br />F--6" Min. (Typ.)
<br />Compact in 12 layers
<br />- to a minimum -_
<br />relative compaction al
<br />of 95
<br />C-Compact in 12" layers --}
<br />to a minimum
<br />Q' _ relative compociion Off. -
<br />- 4 of 90 %. i ��.,, h�
<br />_
<br />'Z-Compact in 6" layers - (- Ci -
<br />to a minimum "
<br />IO` 0. D. 1t?" I e0"� O.C). IO
<br />tive .-- ►elacompaction max.lift.
<br />0. D.t 20" Max.
<br />of 90 %. 0. DJ 20" Max.
<br />UNDER PAVEMENT OUTSIDE SHOULDER
<br />AND SHOULDER
<br />NOTE
<br />1. Re!ative compaction of materials shall be tested by the State of California,
<br />Dept. of Public Works, Division of Highway, test method No. California 216 F.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. No jetting or ponding shall be permitted within the street Right of Way.
<br />4. � When shown by soil composition and compactibility, ninety percent (90.1. )
<br />compaction may be used, when approved by the Director of Public Works.
<br />TYPICAL TRENCH BACKFILL
<br />s.J
<br />vARIABLE
<br />YALV E box cafER
<br />(rtnar*ed " vgxrER" )
<br />C4141isT'i CIL?%
<br />TAMES 740MM S 3760
<br />WET barn Fire HYdrrt>yfi
<br />2-2'/i' &1-4i4
<br />SI AKDFP SOWT
<br />VALVE box is eyteNwlOtd
<br />(CHRIST`l 6-5 TRAFFiL box
<br />& e-5K)N or egUel CON CRETE caLLI,,R
<br />MAIT4 LINE 6'
<br />SUPPORT sieeYe tin// Rdwol l0lK5.
<br />rk
<br />4h r 6 A.C.P
<br />Y1Fco t4o.40 ADAPTER
<br />c. FI.AI'4GI:D GATE VALVE VYS=T BARREL F. H- bt3ry
<br />THRUST BLOCK TIFCO NO. li TEE
<br />1.5' g 1.5• mirt.
<br />beartwe area.
<br />FIRE HYDRANT 81 VALVE DETAIL
<br />19- [no.
<br />revisions
<br />description
<br />SUR R
<br />NOTE - -11 + - - A
<br />L One street sign is required
<br />at each intersection. V1 ON U 1
<br />1
<br />a
<br />i
<br />t,
<br />Cover Lift 1=rome
<br />Holes',, `
<br />1 �1% I
<br />/ r `1 1I� IN
<br />rt4ofc�iO/' Cosf /�a�
<br />Bock of Sidewalk
<br />a Bock of Curb."wo* I- -� 4
<br />or edge of paving.
<br />Z 6 .,r7'iv
<br />STREET SIGN POST _g_"rC 71 p N _ A -
<br />LOCATION QETAIL T
<br />Reflector Sign - California Highway
<br />" galvanized Rod
<br />type N Sias le"x.18" with
<br />Red tisfiscttva Sheeting I- - 2 W
<br />bolts 8 washers I T
<br />E
<br />1 i 1
<br />i I I I
<br />Reflectors syWootrically
<br />placed i2't 0.-C.
<br />ex e" asmet wade 6'x a dense
<br />Dm4on 40r wiloced structural grade
<br />four sides. Redwood awfaced
<br />tour sides.
<br />B'
<br />Reflective Sign -Calif. Hwy.
<br />Code w31, 30" Size"
<br />Canter or - -
<br />TYPE "A`1
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />NOTES'
<br />Barricadss to be as wads as street.
<br />Barricades to be painled white using 2
<br />Doak of "Exterior AWA- Resin Hi -Gloss
<br />Enanner aver a oompatible prima.
<br />BARRICADES FOR
<br />TERMINATING _-�J!T��,
<br />do, c7r sq ,
<br />14 C. ?r\1 6 �4 ' e<
<br />ooQ-�.'veeC��o -� -•a -
<br />I , p- y� e
<br />A.B. o'-. � •D° �',,.. �i j ....�_
<br />° o° ACC w- _ ' ��-` p-•
<br />>, Z- S�iiVcy /Cilor>cirntr�f
<br />� do r 30 %roil f3r� ;vi/h
<br />/ •/�rnfi�'cof�o.r .Ills/,Fs"
<br />TYPICAL SECTION
<br />SURVEY MONUMENT
<br />FRAME and COMER ASSE NIDLY
<br />/2 �filinimum -
<br />/on 30 Mprimarn
<br />Curb orate i % ��
<br />7
<br />1 Gu/far -�
<br />- - — } L
<br />^"
<br />�c c. 30
<br />PLAN
<br />Boc�F of N/a/F ] Curb Lane
<br />717e Usk ol' 6 r 6 '- /G a /r7 Qcri9v
<br />W irk mesh rci� fOrCCrn�i�1 . � _ --- --
<br />rslprnTcns�s -
<br />Gu/fcr Lines
<br />ELEVATION
<br />TTT
<br />1 `
<br />Sorio� Cushion ,
<br />SECTION A -A
<br />TYPICAL COMMERCIAL DRIVEWAY
<br />&0,
<br />Y2 3ti 15 L74' 24 --- 2.5 35 I y2
<br />4� ?%y 210 Z
<br />STeF_1L1-LF. SUB8-ftAQF- WIT" �-:'Tt PULAtNT:
<br />s�E o'ETAf<i. AP 4R.rnf <rfl l3Y �.s . co . AG>zlcu�.-r �t� I�GPrt' . 11 � 11 VALUE = 74
<br />grcLOW
<br />SEE SMCLIFICA-CIMAS FOR 150P,G1zA0F_ Got+nQACTiort T.I. - 8
<br />TYPICAL STREET SECTION SECTION = 0.33 ' AC.
<br />n.. s.
<br />job no. 1961
<br />date by np WONG ENGINEERS,INC, date AUG. 1981
<br />v PLANNING • ENGINEERING . SURVEYING scale NONE
<br />TOC ON I F U S IC]' ,CAL OR
<br />N I
<br />drawn z. v
<br />VNAAMA�Aaa R.C.E. No, 14269 design S.J. Co.
<br />check
<br />2,_to..
<br />6,. 2 ..Ct"
<br />SOFT 6Rl15H FINISH
<br />TROWEL. Flw5H
<br />7 7-a ' ! LEVEL LINE ax'
<br />' A A' N
<br />aANI] NOT REOtiI -+ DOWEL RODS
<br />NRTIVE Soil IS SAND Spaced 12`• O.C.
<br />VERTICAL CURB & GUTTER
<br />COMMERCIAL & INDUSTRIAL STREETS
<br />MANTECA INDUSTRIAL CENTER
<br />DETAIL SHEET
<br />SHEET
<br />4
<br />OF SEVEN
<br />FILE
<br />
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