|
Reflector Sign -California Highway
<br />Code Type NR Six• IB"x IB"
<br />'•Y6 ° golvonixod 2'�.�J
<br />bolts B washers at end lIL
<br />-r-
<br />H I I I
<br />I I I I
<br />—
<br />'a
<br />Reflectors symmetrically
<br />Placed 12'+ o. -C.
<br />2"x6"select grade 6"x6' dense
<br />Dough Fr surfaced structural grade
<br />four sides. Redwood, treated
<br />Hemlock or treated u
<br />Douglas Fir surfaced av
<br />four ddu.
<br />C. =.,.��
<br />1 1 ISI
<br />Reflective Sign -Calif. Hwy.
<br />Code W 31, 30• Size
<br />Center of
<br />TYPE "A"
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />NQT€.
<br />I BamwJv to be as wide as street R/W .
<br />2. Barricades to be pointed white using 2
<br />Coate of "Exterior Alkyd Resin Hi -Oboe
<br />EnomN• over a compatible primer.
<br />BARRICADES FOR
<br />TERMINATING STREETS
<br />Top of pavement
<br />geode -,
<br />Precast reinforced concrete
<br />1
<br />grade adjustment rings
<br />Saoifary IiisJ`rici
<br />2", 3", 4" a 6" sections
<br />•"
<br />as required
<br />Precast reinforced
<br />2 _
<br />concrete cone.
<br />lam.
<br />All joints mortared and
<br />�-
<br />banded with mortar on
<br />for to
<br />both interior and exterior
<br />A,
<br />surfaces.
<br />by the Engineer.
<br />Precast reinforced manhole
<br />ELEVATION
<br />END
<br />Sign -Calif
<br />Hwy Code
<br />W31
<br />_Sign -Calif Hwy
<br />Code Type NR
<br />'a
<br />lV
<br />N
<br />TYPE "Bit
<br />lint• x 7/4. Corns,, Post /Jo,, W1rene/on 9oi
<br />ea"7-o//Gol: poses. 7•e/73/on ea,, Bond
<br />5'10// ee not /ass 'ehon 00A(X �i/s" sooceG
<br />4t /toot
<br />117fewa/S. ' (9)
<br />/O' iY14X. _(T p•i _
<br />Post
<br />6PJl
<br />Uerpi/
<br />s 9'r
<br />D/O.
<br />Cost iron Frame and Cover - refer
<br />/, to Improvement Standard No. C-5
<br />io
<br />t
<br />N
<br />5" Min.
<br />pipes, ASTM C478, adjust ton. 4'- 0" Diam
<br />proper elevation. (1',2', 3" a
<br />c
<br />4 sections as required)Lowest " '.
<br />.;
<br />Saoifary IiisJ`rici
<br />•.: ,.
<br />FL
<br />N/an/So%�
<br />>; i
<br />I
<br />>
<br />..
<br />4 "B"
<br />�-
<br />Class Concrete
<br />for to
<br />base. Pre- cast base
<br />may be used if
<br />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
<br />Engineer.
<br />'P,nlrerton No..o-io7 Prome and Cover
<br />with "Sanitary Sewer' an Cover:
<br />Grout in p/oce Cvrode Rings os
<br />Corc.•e1�a B" required.
<br />Co//vim ,ter �` X �.--pavement Where not
<br />--- -- in trovelled way, leove
<br />MH .cover G' obove
<br />/o Max. —' .1. c,•�--. n,., . natural ground.
<br />Grout Ldyer
<br />Z /• 1' Min7. e t
<br />o Precost Reinforced
<br />d •ee "�9 concrete Cone
<br />QL
<br />"� •/ Morfor oll. Joint
<br />o " , .� Joint compovnd�yP.�.
<br />s•
<br />" Y'�lfeah
<br />Knuc rC/e4 7tge / .Cotlom
<br />(rY0.1
<br />/ 1/4,v 40. Tela Rni/ (Typ)
<br />/ I4� /.0., AOd^ @C17C1/
<br />-4/6 ". 7riwoo .Hod 0 C/7af
<br />-07 6a. GI✓v_ 7a vvior7 /f//ie
<br />r7yp.)
<br />A/( 177a;,'&/ -17/s shall 6e the egme 45 7`17c
<br />ex/5t/i/5? .10e17ce in Unit -0�- Go/yyra a`or
<br />sh4/1 Yrs/t
<br />FENCE DETAIL
<br />No 5Go/G
<br />/ //I • /, D. Too Ra,%i Cor; r//J oaae
<br />Thra - oar
<br />Plain CAo/p Link Fer7cc
<br />2 " 40. Corner Past
<br />4/he Pao,
<br />NO. DATE REVISIONS BY DESIGN DRAWN BY
<br />APPROVED B
<br />R.C.E. ye.>-sc`3" DATE I - Z'-��
<br />O
<br />yvl,D, s'-31 i
<br />j
<br />I � i
<br />,�r n
<br />r rr
<br />9e,
<br />DA7 -
<br />Mir
<br />POST
<br />DE AIL
<br />a
<br />4' deo Precost
<br />Reinforced Concrete
<br />5ecfions and Condo
<br />conforming to
<br />ASTM C-478
<br />Hand finish slopes
<br />Undisturbed Eorth
<br />Note: Use C/os.S
<br />'B• conerefe for
<br />oll
<br />5ecfions.
<br />�!l/oodbrid�e
<br />Saoifary IiisJ`rici
<br />5. S.
<br />N/an/So%�
<br />SANITARY SEWER MANHOLE.'/
<br />rVT$
<br />RIX-) r
<br />6".yaX. e
<br />t
<br />Threoo'eo' �rog5 .....
<br />C/Bq�-Out P/uy "'Si4eol�rr/K
<br />� I ''••. Christy Y-/ Pratec/`io� iJox �v/
<br />Ghr/sty D-Z/� Gorrare>e .Gi4
<br />PY. G. R/5Gr, �B�y/h . • " " " "' Z2 %2' iia// F, 5ai oY P KG.
<br />t)e Req'or s/ba w (yce Noce 9Mo. 1)
<br />2' Looy Pl/G - Spool.
<br />! See Nate /Vo. 1 )
<br />sell
<br />£/boss <5Ge /Yate No. l)
<br />I•
<br />45' P. N. G. Wye '9/Or7G41 P. Y G - Soo/tor
<br />Service Latera%/ 5esr er
<br />r
<br />F,ER = Woodbri�/ye 9oniYory o/5Yr/GT , l/n�Ur'Y'. 51O No. U -B
<br />411 SERVICE LATERAL CLEAN=OUT
<br />N. T• S.
<br />NOTES:
<br />1. Contractor may substitute long -radius P.V.C. bend, if
<br />available, for the two 22 112e elbows and 2' spool.
<br />2. Cleanouts shall be installed on all sewer service laterals
<br />at the edge of the right of way as shown.
<br />3. Cleanout riser and fittings shall be Polyvinyl Chloride
<br />(P.V.C.) pipe conforming to ASTM D 3034 - SDA 35 with rubber
<br />rings meeting the requirements of ASTM D - 3212.
<br />4. Cleanout riser and fittings shall be of the same diameter pipe
<br />as the service lateral.
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />3323 W. ELM 8T. 11-001, CALIF.
<br />952ao PH: 209-388-8818
<br />It
<br />Lot
<br />f,
<br />,Got
<br />Son//pry 5er1'/GCSE '
<br />ig5ra//6AriBft of /'ltroter 5cr'Yices
<br />Lot � in5ta//Cd R/yhr
<br />of Lor ,�
<br />SS FA W SERVICES V>.,
<br />TYPICAL LOT
<br />40 kit,
<br />�1
<br />K.Here,,
<br />IfratCr• �+trr/tG
<br />- t6C OC r/ ste.
<br />flay i ae�i/Sr6y alher3�
<br />De>o% t6ij SQ¢f�
<br />5ireat
<br />UNDERGROUNL
<br />L O_—qfiI
<br />A'ir /i fw/s
<br />--- 9vcK of iYo/K
<br />SiSBwo%t
<br />-� TC/tpbonG
<br />Co.b/a T. v.
<br />6vs
<br />UTILITY
<br />RrorCr 5e rn6e
<br />f' -Om 5/1-eer-
<br />5ieee Oefo//
<br />X ale o��, NorreC
<br />L /troo from
<br />Sei�Gt.
<br />12 11
<br />Dia. or Sq.
<br />Standard Frame and
<br />6"
<br />Cover Assembly
<br />A. C.
<br />v
<br />• 40.e
<br />P. C. a ..:.e • .' .'•
<br />A. B. v�' •., o -
<br />II 6e•
<br />'a s••o •oma J3 a •'04• •o
<br />_I I C,71N1 CWNW
<br />Tundisturbed Survey Monment
<br />Basement Soil Q x 30" Iron Pin With
<br />It—Adentificalion Marks
<br />TYPICAL SECTION
<br />/rj .
<br />�// i P Zl k
<br />A SUR '
<br />ONU
<br />ie Roiled Letters
<br />Cover Lift `Frome
<br />"J Holes -E� �� Material- Cast Iron
<br />on T
<br />7 fV
<br />N
<br />tel„ � --- _
<br />4 N
<br />6" Olometer --^� e
<br />SECTION A -A
<br />SURVEY MONUMENT
<br />FRAME & . COVER ASSEMBLY
<br />DETAIL SHEET COUNTRY VIEW SUBDIVISION SHEET \M/ 7
<br />UNIT 14Ow3 408 NO. 7e/o4-3
<br />SUBDIVISION IMPROVEMENTS FILE / 61
<br />NO. V / (U
<br />
|