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Reflector Sign-Coliforrna Highway12
<br />Code Type NR (24" x 24")
<br />Di1o. or Sq. Standard frame and
<br />__ 6'• cover assembly
<br />PAVEOH-PAYED
<br />LN
<br />----
<br />_ /8'• golvinized 2'
<br />bolt &_ washers — at end—
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<br />goo°oo oo tl Dp
<br />641 7-10A1 5,
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<br />Reflectors
<br />Undisturbed Survey monuments
<br />-- a3/4"0
<br />basement soil x 30 iron
<br />I
<br />f/rLl9L CfSf/LG 2
<br />frame, Line cut
<br />Stone
<br />symmetncaily_pin
<br />12' t O.C.
<br />with identification marks
<br />CAy P45, y ,cX TE/
<br />New grade of manhole •.
<br />placed
<br />---
<br />M,gr,
<br /> M
<br />valve box frame, or monument -saw cut , Marraccini
<br />- - _
<br />6"x6'" dense I
<br />_ TYPICAL SECTION
<br />7 5O/ /W//t/, l /yE 6 IVi
<br /> ,N .
<br />cover f ro m e - 1 1 /2 f
<br />►A.C.
<br />Patterson
<br />2"x8" select grade structural grade
<br />I
<br />,
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<br />— Douglas Fir surfaced Redwood,
<br />trected * i
<br />i
<br />_
<br />F/lU.9G C F/GG /2" •,\
<br /> _ —_ _ _ _ _ --
<br />four sides. Hemlock
<br />or treated - n
<br />-
<br />Fir
<br />i
<br />4W, G4 • ClKlr C `
<br />_ _ _
<br />\ ----- _ -
<br />p '
<br />Architecture
<br />Douglas
<br />1 2' Max. four sides.
<br />--
<br />surfaced I
<br />-- 1 _
<br /> '
<br />- -' 4
<br />m 5 /o Mart/. ✓ / '
<br />UrV E I r91/ENIE /T - //t/lff is lE/ /9T r9G1/GG
<br />— -- - • ,
<br /> o 'o.o o o.o o .c o
<br />Plannln
<br />Evenly S p a c e d
<br />TYPE A
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<br />A ti-; I \ A
<br />;j'' " A yE
<br />/ / o . Mw..
<br />/
<br />0
<br />L .
<br />Riser ring t o
<br />'
<br />Interior Architecture
<br />Reflective Sign -Calif Hwy
<br />I
<br />R 13 3 4
<br /> ._ __ __.__.One
<br />--- - ; ------ --- -
<br />I
<br />- _
<br />12"
<br />Max'x m m 6 ,P.C.0 11 r-
<br />a around
<br />Market Plaza
<br />Z .
<br /> -
<br />_ Co
<br />Code W 1, 30" Size _
<br />,t I
<br />I,l;,
<br />Min frame
<br />'
<br />Spear Street Tower
<br />Center on Barricade
<br />EN D
<br />Sign -Calif
<br />,,M 0 N U
<br />/
<br />/
<br />-
<br />I '
<br />Suite 400
<br />San Francisco
<br />
<br />I
<br />1. Gv/Rei '
<br />„
<br />—
<br />Hwy Code W31
<br />-- (3o" x 30")r
<br />_
<br /> ,_ __:
<br />--,
<br />1/16" rcalsed letters
<br />r Gi47ir R
<br />CA 94105
<br />_END
<br />Frame
<br />Cover
<br />\
<br />41 227-0100
<br />Lift
<br />holes 4
<br />\
<br />-Material: Cast iron
<br />I /NT/T/AL , 9GlfF/GG,
<br />iv
<br />Sign -Calif Hw Y
<br />II
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<br />to N/AX GA i$F35
<br />.
<br />CENTER REFLECTOR
<br />Code Type NR
<br />(24" x 24")
<br />1
<br />-- _ G ' '`/
<br />I
<br />Archltec IA
<br />A
<br />FOR TYPE A BARRICADE
<br />4"x4" Redwood
<br />CIMEh T77 j0'• Mie✓.: ;ti - i `
<br />Tech. Checked Tech.
<br />NOTES: -
<br />or pressure treated
<br />I Douglas Fir post
<br />I
<br />1 /4"
<br />-%' Jn //„!J
<br />Coord. Arch.
<br />o r 2 I. D. g o I v.
<br /> `+
<br />- r66/J/ /, /6, •
<br />1. Barricades to be as wide as street R/W j
<br />pipe
<br />2 1 /2 +
<br />Tl" 9(J /I M/N.
<br />RUTHERFORD do CHEKENE
<br />2. Barricades to be pointed white using 2
<br />coats of "Exterior Alkyd Resin Hi -Gloss
<br />TYPE B
<br />1 1 / 2'-1-- 6' ----, --- 1 / 4'
<br />Diameter-
<br />- --- ---- , -- ----
<br />RIGID PIPE I FLEXIBLE PIPE
<br />303 Second S t. Suite 800 N .
<br />San Francisco, CA 94107
<br />Enamel" over a compatible primer.
<br />Cul de sl,c only
<br />SECTION A -A
<br />-
<br />Structural Engineer
<br />36
<br />BARRICADE
<br />S.J.Co. Std. No. R-24
<br />26 SURVEY MONUMENT
<br />1 6
<br />TYPICAL TRENCH BACKFILL
<br />6
<br />ADJUST STREET FACILITIES TO GRADE
<br />GUTTMANN do MacRITCHIE
<br />3 ,
<br />631 Howard Street, Suite 500
<br />22' 22 '
<br />_ _
<br />2 X v / T. HE. + Ef3 - _ c- F 91/ it/
<br />San Francisco, CA 94105
<br />_ ►
<br />_ GGA < 6UTl Gj '
<br />• ,
<br />- n•?5' cG•Qss
<br />
<br /> - - _ . _ -;
<br />Mechanical Engineer
<br />GUi;P. GUTTF. i
<br />i4, G
<br />THE ENGINEERING ENTERPRISE
<br />-
<br />1305 Marina Village Parkway
<br />--- ------ __ __ _ y';
<br />Alameda, CA 94501
<br />r,1G.
<br />1
<br />`
<br />Electrical Engineer
<br />n. SC -2 -44:55; 2
<br />i__ I!>• S8 GGA S 2 11 _ •ti'/FY 1 fG< sr
<br />46E 5 Pa9S6 '
<br />KJELDSEN- SINN OCK k ASSOCIATES, INC.
<br />96Fr4T @i9S6 j`6,4G
<br />, G4g/FY F16G AC7 _11
<br />1113 West Fremont Street
<br />SU 6 4125 m J'S b •G
<br />Stockton, CA 95203
<br />Civil Engineer
<br />27 WEST ROAD
<br />17
<br />LOOP ROAD 1
<br />7
<br />TEMPORARY PAVEMENT TERMINATION
<br />Approvals
<br />•
<br /> 5
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<br />Revisions
<br />G 95r 2 s ' g/F1' ,`G r `
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<br />N c. _ Date
<br />•
<br />96 R Er97' ,er9s6 .5 6 m 9.5 % `s. G .
<br />' `
<br />90% REVIEW 23—MAR-92
<br />38
<br />28 SERVICE ROAD
<br />18 LOOP ROAD 2
<br />8 TRENCH PAVEMENT PATCHING
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<br />GAN SC-4, 5-
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<br />- - _ _ - — -
<br />,a9s6
<br />n% 95% FSG
<br />29 CUL-DE-SAC CROSS—SECTION'
<br />19 LOOP ROAD 3
<br />9 MAIN ENTRANCE
<br />s
<br />- -
<br />32' _ _ / ' - . =`
<br />SAN JOAQUIN
<br />' / GOrt1Fl " c ,4 ✓6G I
<br />GENERAL HOSPITAL
<br />REPLACEMENT PROJECT,
<br />PHASE 1 A
<br />% l
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<br />ROADWAY
<br />°
<br />DETAILS
<br />- -
<br />-2 5n' GG 9 ss j
<br />L n 5B " GG 45S 2
<br />Scale:
<br />A6 669 95 -- s ' '/' }' f3E of T
<br />A6 , ,4TE SE sue r- m
<br />Project No.
<br />Drawing No.
<br />53000.09
<br />C1.61
<br />Date
<br />40
<br />30
<br />20 CENTRAL/OPD/EMERG. RD.
<br />10 NORTH ENTRANCE
<br />
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