HomeMy WebLinkAbout5131-2SHEETS CL -1, CL -2, CL -3,
SEPARATE SET PREPARED
BY SUMMERS, MURPHY AND
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5131
/13
SMP
CI ENGINEER RCE NO. 81152 DATE
0
KEYMAP
N.T.S.
INISH SCHEDULE
SYMBOL DESCRIPTION DETAIL / SHEET
S-1 CURB AND GUTTER ----
REFER TO -ENGINEERING PLANS BY PHB & ASSOC.
S-2 CONCRETE WALK ----
REFER TO ENGINEERING PLANS BY PHB & ASSOC.
S-3 DECOMPOSED GRANITE W/ BINDER AND 1 J LCD -1
BEND -A -BOARD EDGING
D.G: CALIFORNIA GOLD
AVAIL @: KRC ROCK (krcrock.com)
LAND FENCE LEGEND REFER TO WALL AND FENCE PLANS
OL LEGEND
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
ELECTRIC JUNCTION CABINET
® ELECTRIC SERVICE BOX STREET LIGHT
ELECTRIC JUNCTION CABINET
TRANSFORMER SLAB BOX FIRE HYDRANT
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NOTE: REFER TO SEPARATE CIVIL ENGINEERING PLAN
PREPARED BY PHB & ASSOCIATES
CONSTRUCTION NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS
NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT.
2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY
WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF
MODIFICATIONS ARE NECESSARY.
3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR,
IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES
AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE,
ETC.
4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING,
BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, PATIOS, FOOTINGS, ETC.
5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF
CONCRETE WALKS, ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE
PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. THE RECOMMENDED
SPACING FOR EXPANSION JOINTS IN WALKS IS 16'-0" O.C. FOR CONTINUOUS
WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER.
6. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO
MINIMIZE AND CONTROL CRACKING OF CONCRETE PAVING..
7. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES.
ALL PRODUCTION WALKS, STOOPS AND DRIVEWAYS ARE TO RECEIVE A MEDIUM
BROOM FINISH UNLESS OTHERWISE NOTED.
FINISH SURFACE OF CONCRETE TO BE 1/2" MINIMUM BELOW STUCCO SCREED;
VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS.
STEP TREADS TO BE 12" WIDE (TYPICAL). STEPS GROUPED TWO OR MORE
TOGETHER ARE TO RECEIVE HANDRAILS.
ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS. REFER TO
CIVIL ENGINEER'S PLANS.
SCALA III 20IrO II
NORTH 0 20 40 60 50
1
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNLA 92629
(949) 4431446 FAX (949) 443.1631
1ND S C'I A
Murphy Fq,Q
C?
Signa ure
7-31-14
* Bene Dp e
Date �P
�TF CF CAUFO��
These drawings and/or the
accompanying specifications
are the exclusive property of
Summers/Murphy & Partners,
Inc. and their use and publi—
cation shall be restricted to the
original site for which they
were prepared. Re -use, repro—
duction or publication by any
method, in whole or part, is
prohibited except by written
permission from Summers/
Murphy & Partners, Inc.
SHEET DESCRIPTION
CFD
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DATE
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JOB NO. 616005
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