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SCALE: N.T.S.
TEMPORARY DETENTION BASIN
CITY REuf'*%UIRED NOTES:
INSPECTIONS: MAINTENANCE GUIDELINES:
't to contact the Engineering Division's Landscape shall be maintained in a neat, clean, weed -free and healthy condition. This shall
1. It is the Landscape Contractor's responsibility g g
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Landscape Inspector 48 hours prior to desired inspection of an item at (909) 350-6649. include but not be limited to:
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.
Planting, including street trees. Contact the Parks Planning & Landscape Development 7. Immediate repair or replacement of irrigation materials as needed to maintain good
Section, Engineering Division, for species and final locations. working conditions.
Compliance with approved plans. 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.
Final inspection.
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
3. The Owner's representative and landscape contractor shall be present at each inspection. 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.
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A. B. Anchor Bolt Int. Integral
A. 0. Asphaltic Concrete J. Box Junction Box
L-1
Adj. Adjacent Jts. Joints
At Alternate L. A. Landscape Architect
Arch. Architect Lic. Licensed
Auto. Automatic L. P. Low Point L-2
Bldg. Building Max, Maximum
Blk. Black KB. Machine Bolt
B. M. Bench Mark Mech. MechanicalT"a a "' E E T T R' E E Al 'N'D W A L L R " 6 E F E R "' E NCN E L A IN
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B. S. Bottom of Steps Med, Medium L
C. B. Catch Basin Min. Minimum
C. F. Cubic Foot M.H. Manhole
C.I. Cast Iron Multi. Multi -branched
L C U` INS T RUO U"N T IU` i N I J E I A t i
C.I.P. Cast Iron Pipe Nat. Natural
0. J. Cold Joint N.1,C. Not in Contract
C. L, Center Line 0. C. On Center L-5 I Rk R 1 G' AT lu" N w1m,"' LAN
Clr. Clearance
0. D, Outside Diameter
C.O. Clean Out P. A. Planting Area
C.M.P. Corrugated Metal Pipe Perf• Perforated AINI
Comp. Compacted P.D.C. Point of Connection L-6 IRR*'I(03%ATIU"1r" 0`1.
Con. Concrete P.S.I. Pounds Per Square
Cond• Condition P.T. Pressure Treated
Cont. Continuous P.V.C. Poly Vinyl Chloride PLAN
Ct, Center R, Radius L L A NO T I F
Ctr. Sink Counter Sink R.C.P. Reinforced Concrete
D. D, Deck Drain Rebar Reinforcing Bar
D,F. Douglas Fir Rein. Reinforcing L -8
D. G. Decomposed Granite Req'd. Required
Dia.. Diameter Ret. RetardantKh UA I
& "%LAh'TINu ut I
Dim. Dimension Rgh. Rough L-9 T
Dtl. Detail R.S. Rough Sawn
Ea. Each R.S.R. Rough Sawn RedwoodSHECIFlu I , ur, I
""A 0"'k A"m I" N
E.J. Expansion Joint Rwd, Redwood
Elec. Electric Sch. Schedule UA% GO` 0% 0 NE & E%i T r R RUN ` U0% I N t i —
Elev. Elevation S.F. Square Foot
Eng. Engineer Slit. Sheet A A A - U
Esp. Espalier Sht• Mtl, Sheet Metal L MMIUA I UAO%N & 6FEU0"%IrFI`NATI`%1\J
Eq. Equal
Sim, Similar
E.W. Each Way S, L, Scoreline
E, W. W. M, Electric Welded Wire Mesh Smth. Smooth
Ex, Existing Specs. Specifications
Exp. Exposed Sq. Squa,-e
F. F. Finish Floor Elevation Stl• Steep
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.
High Point
W/
With
Hgt.
Height
W/0
Without
1. D.
Inside Diameter
W. S.
Water Surface
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MASTERCRAFT HOMES
FIRST SUBMITTAL - CLIENT / CITY SUBMITTAL
08/25/03
400 N. TUSTIN AVENUE, STE, 290
TEL: (714) 565-0100
CONTACT PERSON: KIM NAPOLILLO
HIGHLAND AVE
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FOURTH SUBM T AL -
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HIGHLAND AVE
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PREPAREDUNDER THE SUPERVISION OF:
CI ,CALIFORNIA
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SHOULD CONSTRUCTION OF THE REQUIRED
UMW. 99�
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IMPROVEMENTS NOT COMMENCE WITHIN TWO
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SCALE:
LOS CEDROS AVE
YEARS OF THE DATE OF APPROVAL SHOWN
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DRAWN BY:
MSS
TRACT. # 16363-7
N/A
HEREON AND CARRIED FORTH IN A DILIGENT
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COMMUNITY FACILITIES I�TRICT
MANNER, THE CITY ENGINEER MAY REQUIRE
signature
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DESIGNED BY:
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DATE:
REVISIONS TO THE PLANS TO BRING THEM INTO
MSS
6!25/03
WALNUT ST
CONFORMANCE WITH CONDITIONS AND
Date
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CHECKED. BY::
APPROVED Bl': � DATE -'7
1
STANDARDS IN EFFECT.
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DATE
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3532
11
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/03
Fgal 777 E
0321-5
PRO.'ECT LOCATION
CAE ITE T
SITE PLANNING
i
10621 CHURCH STREET SUITE: 106
RA BICHO CUCAMONGA CALIFORNIA 91730
PH.(909) 484-2800 FAX (909) 484-2802
SCALE: N.T.S.
CONTACT: MICHAEL SALAZAR
1
OF 11 SHEETS