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INSPECTIONS: MAINTENANCE GUIDELINES:
1 It is the Landscape Contractor's responsibility to contact the Engineering Division's
Landscape shall be maintained in a neat, clean, weed -free and healthy condition. This shall
prior to desired inspection of an item at 909 350-6649. include but not be limited to
Landscape Inspector 48 hours p p ( )
2 Prior to release of utilities or maintenance period commencement, the following 1. Cultivation of planted beds at intervals not to exceed ten (10) days.
inspections are required:
2. Regular mowing to maintain lawn height not to exceed two (2) inches (will vary with species).
Pre -Construction Meeting = 3. Regular pruning of plants as necessary to control and direct growth.
Inspection of irrigation system in open trench condition (prior to backfill). Mainline 4. Scheduled maintenance of irrigation controller to assure proper application rate of
pressure test @ 150 P.S.I. for a three (3) hour continuous period. water necessary for proper plant growth. Drip irrigation may require specialized landscape
maintenance care.
Irrigation coverage tests including initial and final tests..
5. Immediate replacement of irrigation materials as needed to maintain good working conditions.
Finish grade prior to planting.
6. Fertilization on a regular schedule as recommended by the manufacturer to provide proper
Plant materials prior to planting and soil preparation. �
plant growth.
including street trees, Contact the Parks Planning & Landscape Development 7• Immediate repair or replacement of irrigation materials as needed to maintain good
Planting, n g g p p 9
Section, Engineering Division, for species and final locations. working conditions.
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F 0 P E A L a' ea"e"11 0 i,, M- S
A. B. Anchor Bolt Int. Integral T-1 TITLE SHEET MASTER
A.C. Asphaltic Concrete J. Box Junction BoxWM-1
WATPLAN
Adj. Adjacent Jts. Joints
Alt. Alternate L.A. Landscape Architect
32 Arch. Architect Lic. Licensed C..1CONSTRUCTION PLAN
Auto, Automatic L,P. Low Point
Bldg. Building Max. Maximum
Blk, Black M. B. Machine Bolt C-2 CONSTRUCTION PLAN
B. M. Bench Mark Mech. Mechanical
B. S. Bottom of Steps Med. Medium
C. B. Catch Basin Min. Minimum C-3
CONSTRUCTIO PLAN
C. F. Cubic Foot M. H. Manhole
C.1Cast Iron Multi. Multi -branched CONSTRUCTION PLAN
C.1. P. Cast Iron Pipe Nat, Natural C-4
3
C.J. Cold Joint N.I.C. Not in Contract
CCenter Line 0. C. On Center CONSTRUCTION
UETAILS
Clr, Clearance O.D. Outside Diameter ®■• �
C.0. Clean Out P.A. Planting Area
C.M.P. Corrugated Metal Pipe Perf. Perforated I 1 IRRIGATION
LComp. Compacted P.O.C. Point of Connection -�
Con: Concrete P.S.I. Pounds Per Square
Gond. Condition P.T. Pressure Treated 1-2 IITI PLAN
Cont. Continuous P.V,C. Poly Vinyl Chloride
_2 7
Ct. Center R. Radius
Ctr, Sink Counter Sink R.C, P. Reinforced Concrete 1-3 IRRIGATION
-.- D.D. Deck Drain -- - _-_ Rebar Reinforcing Bar
D, F. Douglas Fir Rein. Reinforcing PLAN
D.G. Decomposed Granite Req'd, Required 1-4 I
Dia. Diameter Ret, Retardant
Dim. Dimension Rgh. Rough
Dtl, Detail R.S. Rough Sawn U••2 IRRIGATION �
Ea. Each R.S.R, Rough Sawn Redwood _
E. J. Expansion Joint Rwd. Redwood L NTING 1 � PLElec. Electric Sch. Schedule P-1
Elev. Elevation S. F. Square Foot
Eng. Engineer Sht. Sheet P-2 P PLAN
Esp: Espalier Sht. Md. Sheet Metal
Eq. Equal Sim. Similar
E.W. Each Way SSco PLANTING PL I
E.W.W.M: Electric Welded Wire Mash Smth. Smoothoth P-3
Ex, Existing Specs. Specifications Lf�
Exp. Exposed Sq. Square
F. F. Finish Floor Elevation Stl, Steel P-4 P L T I I� 1
F.G. Finish Grade T.A.D. Top of Area Drain P IIT Ih'G U ET ILS
F.H. Fire Hydrant T & B Top and Bottom
Fin Finish T. B. Top of Berm D-3
F.L.
Flt.
Flow Line
Flat
T.C.
Tex.
Top of Curb
Textured
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CONSTRUCTIOi\j PECS.
F. S.
Ftg.
Finish Surface
Footing
T, G.
T.G.D.
Thk:
Top of Grate
Top of Grate Drain
ThickA
S-2
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IFtn. L.J PL J, I T I I �" G SP,�C .
Fountain
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Ga.
Gauge
Galvanized
T. P.
T.P.C.
T.S.
Top of Paving
Top of Poll Louping
Top of Steps
D-4
PROTO 11 DETAILSG.C,
&C.
Ground Cover
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G.1.
Galvanized Iron
T. W.
Top of Wall
H.B.
Hose Bib
TWI.
Trowel
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Hdr. Brd.
Header Board
TO.
Typical
TML:(1001) X483-1320
Horiz.
Horizontal
Vert,
Vertical
CONTACT FE95ON : BRIAN NEBEL
H.P.
High Point
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Height
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Without
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Inside Diameter
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Water Surface
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FIRST SUBMITTAL -
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PREPARED UNDER THE SUPERVISION OF:
CIS r,0C , C LI '`' IIIA
SHOULD CONSTRUCTION OF THE REQUIRED
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IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN
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SYCAMORE HILLS
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HEREON AND CARRIED FORTH
MANNER THE CITY ENGINEER MAY REQUIRE
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DESIGNED BY:
TR ACT. 's 16074 & 16232
COMMUNITY QAC CITIES DISTRICT
DATE:
Signature
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SANTA
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REVISIONS TO THE PLANS TO BRING THEM INTO
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KPF
6/20/02
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CONFORMANCE WITH CONDITIONS AND
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CHECKED BY:
APPROVED BY: ;
DATE: 00.
Dwe. NO.:
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STANDARDS IN EFFECT.
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DATE
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ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
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