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r son atv.-t a orals Horsy
<br />N"pd.alesw Car Tyra M ares Wale- e
<br />hews a wears
<br />, l 1
<br />, I
<br />•asMeers rawrMniy
<br />paced w•• C. -C
<br />eaerreact pads
<br />a.yr Fe nrLew
<br />sr ..».
<br />I a.
<br />ft".
<br />tear wsl. Wow
<br />Ceesw ex
<br />etrwtwei Dewe
<br />aeseaw, woow
<br />IbWAI" Or I/Need
<br />a'� tAr eerlorN
<br />fere eWe.
<br />TYPEoff
<br />A
<br />nt.rre/aaa ..,-Cif.
<br />CENTER REFLECTOR
<br />FOR TYPE OX BARRICADE
<br />l e irrowsam are M se Vales res sear AM
<br />trwbear w be Nr•r edit* am* 2
<br />rale of 4vjo~ A" anm M -vele
<br />Emmoram a owvw bb peer.
<br />BARRICADES FOR
<br />TERMINATING STREETS
<br />4
<br />N
<br />END
<br />s1I1.-coin
<br />OWN Coe
<br />i� •w
<br />alln -coin am
<br />Dee• TIn as
<br />TYPE
<br />M M
<br />cost iron From and Cover - row
<br />to Iworevearnt Swrou rd No. C -S
<br />Top of povrwtt •rode i
<br />Pracsr "lower, A a.rlarr. 1
<br />rage sdiwlwwM rings
<br />20. 3". 4" a 6" sections e
<br />as reavored
<br />Precast reinforced ,s,. i•
<br />comet• carr. «
<br />M
<br />All Ids nl•rlered olid ~ •'
<br />Ntdsd with roerter an
<br />stein "war read ,atelier • • 5" law
<br />surtoces. f
<br />Precast reinforced soaldwM
<br />MrK. ASTM CRs. eyes to 4'- r ro. ".
<br />rape ar•aNM II',L'.3', • ,
<br />4• mown as malivirmij Lowest
<br />t 1 I
<br />S ; I
<br />�1
<br />Claws "a" Cori
<br />roe for tl
<br />be". Pre- cost NN
<br />ropy M used if apprevN
<br />by 1M Engineer.
<br />ELEVATION
<br />STORM MANHR
<br />""` NOTE: A t- a" =me% ave tag be amd N ayprewa w we EveOcoee
<br />NO. DATE REVISIONS
<br />elf DESIGN
<br />7-
<br />If6 —3 HOLES
<br />EQUALLY SPACED
<br />a•
<br />rLwry XIt: Yr
<br />SECTION B-8
<br />SECTION A -A
<br />t VENT-O►TION
<br />E
<br />LE
<br />SECTION C -C
<br />NOTE, Frame and Cover shall be
<br />machinedto assure knerchangeability
<br />and a Close, quiet fit.
<br />FRAME a COVER (MANHOLE)
<br />2'-6"
<br />2'-0"
<br />2" Square Steel Volvo Nut woesieOs
<br />I
<br />- �► •••• ebriOty Y-/ A"AacAlow APDX w/Asbesta Cement Pipe
<br />71ff
<br />Broom Finish Weakened
<br />Broom
<br />� MttAWAFA
<br />Broom Finish -
<br />st/..vi. v -a
<br />I•
<br />2" Standard Goiv. Pipe leer �"Os30• Inn Pin "a
<br />Broom
<br />Finish
<br />LATERAL CLEAN-OUT
<br />P.":•
<br />T7 It
<br />--Level Line
<br />_ry «�
<br />40
<br />Pd!c RisG�, LO �A ......... • • to ff/e' .IO// * 5/i Or rY, c.
<br />/
<br />1
<br />Tamp backfill behind
<br />'00�C%r / F/Irw t 411100 A0,111111 Mir I)
<br />o
<br />-,,.:.�'+�
<br />tharolphly. -TYPICAL SECTION
<br />NOTES
<br />Dowels OS or-A"Dia. X 24",
<br />1
<br />1. Contractor slay
<br />spaced 12"o.c. greased and
<br />wrapped
<br />one side through
<br />every expansion
<br />joint.
<br />CURB S
<br />GUTTER
<br />3/4 R 6
<br />DATE
<br />"Ponkertan iMo. A•ros imine and Cover
<br />with 'liMiAr�y Sdrwyi• on Liwi
<br />6rour in place Corrode Rings .os
<br />Cdolscr+tsf� required.
<br />Ge/%r fi 'r �-povenunt Where not
<br />rove/led evev, /cove
<br />•a ,cover G'• above
<br />`7!E uro/ ground.&M# layer
<br />to Mi
<br />_ e : ost Reinforced
<br />o 9 ' crete tone
<br />y f�
<br />dor all Joint!/ .p���ya�.
<br />w e '�Ca/n-rt✓a IIP terve"/
<br />,o
<br />h� •.
<br />i' die Precast
<br />e _ Reinforced ConcreAs
<br />- • 3eetions and tones
<br />I conforming to
<br />ASTM C-470
<br />`� RU9BER 6RO117
<br />R/NG
<br />`' — Hand finish s/apes
<br />ell
<br />' undisturbed Earth
<br />Vll .
<br />y 1 A11/N.
<br />AJo*e : i)use clans 'O' Conerefe for a" iectrrons.
<br />2) 7YPE II OWNNOL E 1'o have eeeen%ic cone,
<br />7YPE I
<br />SANITARY SEWER MANHOLE_
<br />Depressed letter
<br />"W" or "S" In
<br />curb to identity
<br />service locations
<br />«o' */w) 1
<br />Loft' (Neo•
<br />1
<br />NOTE: (Typ. All Lots)
<br />i. Unless otherwise noted. services to be
<br />at center of lots.
<br />2. Services wininwin of 3 feet apart on min
<br />Linea wininwe of 3 feet from valves.
<br />3. All Wter services shall be Nystrom of
<br />FN valve in cul-de-sac.
<br />77777
<br />igsro�s/ 1 y� lwwe'r 6a�s•ce•
<br />z.r!'��jrr
<br />op
<br />SS to W SERVICES wrl
<br />TYPICAL LOT
<br />.9rsffitr
<br />jrtLef4lanr
<br />,reveler
<br />Seala�d/r c
<br />Of rowy I/ir of •/+Msn %
<br />Jos Cdy�avr lff sarr
<br />Glrts// >�ivs shoat _
<br />/C •p - • Y��iii/s I
<br />C/Oi0-Otr/ I/r�..5i/eAvi�•c• �
<br />Cost Iron Cap
<br />• tapped 2" Std.
<br />OwA
<br />filrpl
<br />eec�t o/ Iva/,t
<br />6t/swo/.t
<br />rr'i/tom
<br />/loin
<br />See O
<br />AGP-
<br />lam
<br />UNDERGROUND UTILITY
<br />_A'i/ h etixwb
<br />a" OF >M standard Frame eve
<br />t" Cor Aeeeatsty
<br />A C :.t
<br />d ..•
<br />P. C. C. i
<br />• ."I 3
<br />` i
<br />2'-0"
<br />2" Square Steel Volvo Nut woesieOs
<br />I
<br />- �► •••• ebriOty Y-/ A"AacAlow APDX w/Asbesta Cement Pipe
<br />71ff
<br />Broom Finish Weakened
<br />Broom
<br />� MttAWAFA
<br />l GrriO/y D -t// 4ncisfO Loi/
<br />st/..vi. v -a
<br />Plane Joint
<br />F12• SIOD• I/a • Der I �16•
<br />2" Standard Goiv. Pipe leer �"Os30• Inn Pin "a
<br />Level Line
<br />li�
<br />SERVICE
<br />LATERAL CLEAN-OUT
<br />eaeenterM SailYrNifiaown
<br />I
<br />Marks
<br />Pd!c RisG�, LO �A ......... • • to ff/e' .IO// * 5/i Or rY, c.
<br />/
<br />1
<br />Tamp backfill behind
<br />'00�C%r / F/Irw t 411100 A0,111111 Mir I)
<br />N
<br />,+ ..,
<br />�'..•
<br />-,,.:.�'+�
<br />tharolphly. -TYPICAL SECTION
<br />' e • 1I/14F iso . s/N/. A PLAN
<br />W - Water line tam NOAr Mr. I)
<br />Valve Box, Frame and Lid,
<br />$ -Sanitary Sewer lino Christy G-8 Traffic Volvo Box orequal.
<br />6/001 .
<br />. ' ee 0l' Ae// S / �r P Aec. o or o • .:�.: '- Go . '•':. P
<br />(fes ViAs
<br />4s • .40 c. Wye AVIW^0/i .. _ ......... - P. ► G- •figil�ry Jiawvo� 2" cop
<br />• SOrviu Li1ty/ Z
<br />Variable
<br />2'-0"
<br />L
<br />Broom Finish Weakened
<br />Broom
<br />IOWA+ wiaiA
<br />st/..vi. v -a
<br />Plane Joint
<br />F12• SIOD• I/a • Der I �16•
<br />Finish
<br />Level Line
<br />li�
<br />SERVICE
<br />LATERAL CLEAN-OUT
<br />♦ y� •. jj P P,1.. .P...o ... ..
<br />�Y.__ P•. . �4T• s •T .4 .1 '. P.
<br />j i
<br />N
<br />,+ ..,
<br />�'..•
<br />-,,.:.�'+�
<br />a
<br />f ,. L
<br />NOTES
<br />1
<br />1. Contractor slay
<br />substitute long -radius P.Y.C. bend, if
<br />r
<br />Dowels e5 arDio. 1240 12•� available, for the two 22 1/2' elbows and 2 spool .
<br />spaced 12" o.c, greased and
<br />wrapped one side through 2. Cleswats shall be installed on all serer service laterals
<br />every eAkola,fu, at the edge of the right of my as shown.
<br />CUN6, GUTTER Fx SIDEWALK
<br />NOTES: 3. Cleanout riser and fittings shall be Polyvinyl Chloride
<br />I Construct expansion joints W 200' maximum and at returns, around light poles, (P.ri.C.) pipe conforuing to ASTM 0 3034 - SDA 35 with rubber
<br />hydrants and other fixed objects at sidewalk. rings mettng the requireelents of ASTM D - 3212.
<br />.
<br />r ww�,Ofllttt� ,�s�
<br />✓colo,- _o- /. '% �tv� IIIN lA'.
<br />2. Transverse weakened plans joints shall be constructed (q) 12 maximum Intervale. SECTION A -A
<br />4. Cleafaat riser and fittings 6#011 be of the sone dimeter pipe
<br />CURB GUTTER a SIDEWALK COMMERCIAL a as the service lateral-
<br />INDUSTRIAL TEMPORARY BLOWOFF
<br />Ar►ROYEO
<br />WAUMSACM 61. PIAZZA
<br />CiVIL.suavayons
<br />ENOINEEA•
<br />sats W. ■LM ST. LIAOI CALI14
<br />Oa4o •14: alit»-awls-s•+w
<br />DETAIL SHEET
<br />SUR ''t A
<br />It
<br />�t ON
<br />\� 1
<br />Fellow
<br />Lift
<br />Material, Carel sett
<br />1
<br />N
<br />1
<br />I =•� a" Dleroetr —�ji •
<br />SECTION '
<br />SURVEY MONUMENT
<br />'"FRAME 8 . COVER ASSEMBLY ,
<br />DEL RIO SHEET 9
<br />Unit I 81 2 J06N0.x752
<br />FILE rr Q A
<br />SUaOIVISION IMPROVEMENTS NO. V-�LI•l�
<br />
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