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CITY REQUIRED NOTES:
ES:
II INSPECTIONS:
1. It is the Landscape Contractor's responsibility to contact the Engineering Division's
Landscape Inspector 48 hours prior to desired inspection of an item at (909) 350-6649.
2 Prior to release of utilities or maintenance period commencement, the following
inspections are required:
9
Pre -Construction Meeting
Inspection of irrigation system in open trench condition (prior to backfill). Mainline
pressure test 0 150 P.S.I. for a three (3) hour continuous period.
Irrigation coverage tests including initial and final tests.
Finish grade prior to planting.
Plant materials prior to planting and soil preparation.
Planting, including street trees. Contact the Parks Planning & Landscape Development
Section, Engineering Division, for species and final locations.
Compliance with approved plans.
Final Inspection.
The Owner's representative and landscape contractor shall be present at each inspection.
1-210 —
SCALE: N.T.S.
MAINTENANCE GUIDELINES:
Landscape shall be maintained in a neat, clean, weed -free and healthy condition. This shall
include but not be limited to:
I . Cultivation of planted beds at intervals not to exceed ten (10) days.
2. Regular mowing to maintain lawn height not to exceed two (2) inches (will vary with species).
3. Regular pruning of plants as necessary to control and direct growth.
4. Scheduled maintenance of irrigation controller to assure proper application rate of
water necessary for proper plant growth. Drip irrigation may require specialized landscape
maintenance care.
5. Immediate replacement of irrigation materials as needed to maintain good working conditions.
6. Fertilization on a regular schedule as recommended by the manufacturer to provide proper
plant growth.
7. Immediate repair or replacement of irrigation materials as needed to maintain good
working conditions.
8. Stakes, guys & ties on trees shall be checked regularly for correct function. Ties are to be
adjusted to avoid abrasions or girdling of trunk or branches.
9. Upon completion of three (3) month (90 day) contract maintenance -period, an inspection
shall be made by the Community Development Department Engineering Division Landscape
Inspection Staff. The landscape shall be maintained in accordance with these landscape
maintenance standards.
10. The Developer/Builder is responsible to contact the City and schedule the maintenance
inspection.
FONTANA,
A. B.
Anchor Bolt
Int.
Integral
A.C.
Asphaltic Concrete
J. Box
Junction Box
Adj.
Adjacent
Jts,
Joints
Alt.
Alternate
L.A.
Landscape Architect
Arch.
Architect
Lic.
Licensed
Auto,
Automatic
L. P.
Low Point
Bldg.
Building
Max.
Maximum
Blk,
Black
M. B.
Machine Bolt
B. M.
Bench Mark
Mach.
Mechanical
B.S.
Bottom of Steps
Med,
Medium
C. B.
Catch Basin
Min.
Minimum
C. F.
Cubm; Foot
M. H.
Manhole
C. I,
Cast Iron
Multi,
Multi -branched
C. 1. P.
Cast Iron Pipe
Nat.
Natural
C,J,
Cold Joint
N.I.C.
Not in Contract
C. L.
Center Line
0. C.
On Center
Clr.
Clearance
0. D.
Outside Diameter
C.O.
Clean Out
P.A.
Planting Area
C.M.P.
Corrugated Metal Pipe
Perf.
Perforated
Comp.
Compacted
P.D.C.
Point of Connection
Con.
Concrete
P.S.I.
Pounds Per Square
Cond.
Condition
P.T.
Pressure Treated
Cont.
Continuous
P.V.C.
Poly Vinyl Chloride
Ct.
Center
R.
Radius
Ctr. Sink
Counter Sink
R.C.P.
Reinforced Concrete
D. D.
Deck Drain
Rebar
Reinforcing Bar
D, F.
Douglas Fir
Rein.
Reinforcing
D. G.
Decomposed Granite
Req'd.
Required
Dia,
Diameter
Ret.
Retardant
Dim.
Dimension
Rgh,
Rough
DI
Detail
R.S.
Rough Sawn
Ea,
Each
R.S.R.
Rough Sawn Redwood
E.J.
Expansion Joint
Rwd,
Redwood
Elec.
Electric
Sch.
Schedule
Elev.
Elevation
S. F.
Square Foot
Eng.
Engineer
Sht.
Sheet
Esp.
Espalier
Sht. Mtl.
Sheet Metal
Eq.
Equal
Sim.
Similar
E.W.
Each Way
S. L.
Scoreline
E.W.W.M.
Electric Welded Wire Mesh
Smth.
Smooth
Ex.
Existinq
Specs,
Specifications
Exp,
Exposed
Sq.
Square
F, F.
Finish Floor Elevation
Stl,
Steel
F.G.
Finish Grade
T.A.D.
Top of Area Drain
F.H.
Fire Hydrant
T & B
Top and Bottom
Fin.
Finish
T. B.
Top of Berm
F. L.
Flow Line
T. C.
Top of Curb
Flt,
Flat
Tex,
Textured
F. S.
Finish Surface
T. G.
Top of Grate
Ftg,
Footing
T.G.D.
Top of Grate Drain
Ftn.
Fountain
Thk,
Thick
Ga.
Gauge
T. P.
Top of Paving
Galy.
Galvanized
T.P.C.
Top of Poll Couping
G.C.
Ground Cover
T, S.
Top of Steps
G. 1,
Galvanized Iron
T.W.
Top of Wall
H.B.
Hose Bib
TWI.
Trowel
Hdr. Brd.
Header Board
Typ,
Typical
Horiz.
Horizontal
Vert.
Vertical
H.P.
Hiqh Point
W/
With
Hgt.
Height
W/0
Without
I.D.
Inside Diameter
W. S.
Water Surface
Inv.
Invert
T-1 TITLE SHEET
C.1 CONSTRUCTION PLAN
D-1 CONSTRUCTION DETAILS
IP -1 IRRIGATION AND PLANTING PLAN
D-2 IRRIGATION DETAILS
S-1 CONSTRUCTION SPECIFICATIONS
S-2 IRRIGATION AND PLANTING SPECIFICATIONS
Underground Service Alert
Call: TOLL FREE
TWO WORKING DAYS BEFORE YOU DIG
K5 HOME
801 CORPORATE CENTER SUITE 201
POMONA, GA. q 1 '? &a
TEL : i' 10gi 502-1155
CONTACT PERSON: JARY GOGKROFT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY REQUIRE
REVI5iONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
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PREPARED UNDER THE SUPERVISION OF:
DATE
CITY OF FO T A, CALIFORNIA
DRAWN BY.
KPF
SUMMIT HEIGHTS
UTILITY CORRIDOR (SUMMIT AVENUE)
COMMUNITY FACIL�TIE�S D�TRICT
SCALE:
N/A
DESIGNED 8Y:
KPF
DATE:
g/13IO2
CHECKED BY.
CHECKED
RWK
APPROVED.61: � � �•
.ter DATE:&
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
G. NO.:
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3256
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0145-3