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SYMBOL LEGEND
-0-POWER POLE
0 MANHOLE
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□ METER BOX
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POWER POLE ANCHOR
MONUMENT
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BLOCK WALL
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BRICK WALK
EXISTING CONSTRUCTION
-----PROPERTY LINE
NEW CONSTRUCTION
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CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDiSON COMPANY
PA.C!F1C TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTILITIES DEPT.)
COUNTY SANITATION DISTRICTS
COMCAST CABLE\1SION
NUl'v!BERS
634-0251
89:, 02?1
611
644-30i1
962-2411
542-6222,
542-3975 AFTER 6:00 PM
A
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2.
3.
4.
5.
B.
1 .
2.
3.
4.
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C.
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2.
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GENERAL NOTES
1 ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER
CONffiACl SHAll, EXCEPT AS 01HER¼1SE STATED IN THE CITYS
STANDARD SPECIAL PROVISIONS, OR IN THIS CONTIMcrs SPEOAL
PROVISIONS, BE CONSTRUCTED IN ACCORDANCE 'Ml}l THE "STANDARD
SPECIF1CA110NS FOR PUBLIC WORKS CONSTRUCTION." 1991 ED:TTON
AND SUPPLEMENTS TO DA TE.
2 EXISTING UNDERGROUND UTILITIES ARE SHOl',N AS PER AVAILABLE
RECORDS. THE CONffiACTOR SHALL BE RESPONSIBLE FOR VERIF)1NG
'.Hi AC1UAL LOCATION, AND ELEVATION IN rnE FIELD, PRiOR TO
BEGINNINC 01' CONSffiUCllON.
EXCAVATION
REMOVE EXISTING SOD AND SOIL FROM WALK AND STAIR AREA. All WALK ANO STAIR AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY.
PROVIDE A 2 INCH THICK SAND BASE UNDER CONC. WALK.
PROTECT ADJACENT TURF THROUGHOUT CONSTRUCTION. EXISTING SPRINKLER HEADS SHALL BE REMOVED BY GITY PRIOR TO
CONSTRUCTION.
CONCRETE
CONCRETE SHALL BE 4000 PSI WITH A 4 INCH MAXIMUM SLUMP.
SURFACE FINISH SHALL BE A MEDIUM BROOM (NON SLIP) FINISH. EXPANSION JOINTS SHALL BE 1/2" X 4 1/2" POLYFELT WITH SIKAFLEX 1 A POLYURETHANE ELASTIC SEALANT/ADHESIVE.
APPLY LITHOCHROME CHEMICAL ST,'IIN (DARK WALNUT COLOR) TO 3" WIDE STEP TREAD SAFETY GROOVE.
CONCRETE TREADS SHALL RECEIVE ALUMINUM OXIDE, TROWELED IN
FOR A NON SLIP FINISH.
HANDRAILS
CUT EXISTING HANDRAILS AND EXTEND WITH NEW RAILS PER DETAIL
HERE ON.
HANDRAIL AND STAIR CONSTRUCTION SHALL CO.MPLY WITH LATEST CALIF. STATE ACCESSIBILITY STANDARDS, TITLE 24.
HANDRAIi. INSTALLATION
SCOPE: Furnish and install C-V Aluminum Pipe Rail as manufac-tured by CraneVeyor Corp., South El Monte, California. All compo-nents shall be as shown andior specified as part oi the "C-V PIPE RAIL" System and as necessary to complete the installation as indi• cated on the contract plans.
MATERIALS: Rails, posts and formed elbows shall be 1 .900" O. D.
extruded aluminum "C-V PIPE" Allov 6063-T6. Splice and reinforcing sleeves shall be drawn aluminum 1 :soo" O.D. x 0.125" wail tubing,
Alloy 6063-T832. Solid reinforcing bar sbail be aluminum Alloy 6061-
T6. Brackets, e~d caps, !□~ boa_rd and other fittingssharr be alu-
minum alloy 6003-T~, Fasteners, where used, shall be as· per
."C•V PIPE RAIL" details and shall be a Type 304-Stainless Steel. FINISH: All exposed aluminum shall be clear anodized in accordance with the Aluminum Association Designation AA-M12-C22-A41. Posts, gates, brackets and other fittings shall be anodized after fabrication.
INSTALLATION: Railings shall be installed as shown on approved drawings, as modified by actual field dimensions, in accordance with
'·C-V PIPE RAIL" Standards. Railings shall be firmly mounted and aligned with !he structure.
WORKMANSHIP: \Jl/ork shall be performed according to approved sl10p drawings by workmen experienced in the fabrication and erec-tion of aluminum railings. Posts shall be uniformly spaced not to exceed 6'0" centers. Pipe cuts shall be square and without burrs.
Anchorage shall be as shown on contract plans. Embedded anchors, inserts or blockou!s shall be furnished by Railing Subcontractor and set by General Contracior according to approved drawings. Provi-sions shall be made for thermal expansion of exterior railings. ¾o''
weep holes shall be provided in posts within ½" ot grout line for rails
installed where ambient temperatures !all below 32° F.
ACCEPTANCE: The railing subcontractor shall detail and clean rail-ings as installed. The General Contractor shall protect the completed railings from damage or marking from subsequent operations until final acceptance of the project.
• FIN!SH: Hard Coal AnodizedMIL-A-8625C, Type 111, Class 1
with 0.0020" Min. Coating
L_EGEND
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F.L.
F.S.
G.B.
G.F.F.
H.P.
INV.
P.A.
P.L.
T.C.
T.S.
TOE T.W.
T.P.
CENTERLINE
DR.AJN INLET
DOWNSPOUT
FiNISH FLOOR ELEV.
FINISH GRADE
FLOW LINE
FINISH SURFACE
GRADE BRE-AK
GARAGE FINISH FLOOR
HIGH POINT
INVERT OF DRAJN
Pl.-ANTING .L>J<.E.A.
PROPERTY LINE
TOP OF CURB TOPOFSLOPF
TOE OF SLOPE
. TOPOFWf'-LL
TOP OF PILASTER
2{1271 ACACIA STREET
NEWPOR'f ~EACH, CA fnGOO
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DWG. NO. p.i; 172-5
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