HomeMy WebLinkAbout5132-2S-3
S-1
Know whams be'kw
Call bekw a you dig.
HOA MAINTAINED- REFER TO
SHEETS CL -1, CL -2, CL -3,
SEPARATE SET PREPARED
BY SUMMERS, MURPHY AND
PARTNERS, INC
S-2
D.R.HORTON
TRACT 18245 CFD LANDSCAPE PLANS
DRAWN BY:. SC ALE:
CN CONSTRUCTION AS SHOWN
DESIGNED BY: YOUT DATE:
RH 06-16-14
CHECKED B Y: PPRovE !� DRAWING NO:
17131 5132
SMP CITY ENGINEER RCE NO. 51152 DATE
KEYMAP
N.T.S.
FINISH 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 11 LCD -1
BEND -A -BOARD EDGING
D.G: CALIFORNIA GOLD
AVAIL @: KRC ROCK (krcrock.com)
WALL AND FENCE LEGEND REFER TO WALL AND FENCE PLANS
SYMBOL LEGEND
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
ELECTRIC JUNCTION CABINET
ELECTRIC SERVICE BOX STREET LIGHT
® ELECTRIC JUNCTION CABINET
TRANSFORMER SLAB BOX FIRE HYDRANT
0
0
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.
8. ALL PRODUCTION WALKS, STOOPS AND DRIVEWAYS ARE TO RECEIVE A MEDIUM
BROOM FINISH UNLESS OTHERWISE NOTED.
9. INISH SURFACE OF CONCRETE TO BE 1/2 MINIMUM BELOW STUCCO SCREED;
ERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS.
10. TEP TREADS TO BE 12" WIDE (TYPICAL). STEPS GROUPED TWO OR MORE
TOGETHER ARE TO RECEIVE HANDRAILS.
11. LL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS. REFER TO
CIVIL ENGINEER'S PLANS.
SCALA : I
ORTH 0 :20 _. 40 60 80
SUMMERS/MURPHY & PARTNERS, INC
LANDSCAPE ARCHITECTS
34197 COAST HIGHWAY, SUITE 200
DANA POINT, CALIFORNIA 92629
(949) 443.1446 FAX (949) 443.1631
VG
14DSC PF
G 0. Murph q,Q
+s q,
Signature
7-31-14
* ne I Datq
J'T Date �P
�rFOF CAl.1F0��
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 D CRIPTI N
CFD
CONSTRUCTION
LAYOUT PLAN
DESIGNED SMP
DRAWN
CN
CHECKED
WP
DATE
10/30/13
10B NO. 616005
GD FILE
SHEEP NUMBER
LC -1
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WP
DATE
10/30/13
10B NO. 616005
GD FILE
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SHEET D CRIPTI N
CFD
CONSTRUCTION
LAYOUT PLAN
DESIGNED SMP
DRAWN
CN
CHECKED
WP
DATE
10/30/13
10B NO. 616005
GD FILE
SHEEP NUMBER
LC -1
OF 13 SHEETS
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