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)ESIGN GROUP
LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS
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11057 MAYBERRY STREET
FONTANA, CALIFO,RNIA 92335
.MPIRE LAND, LLC
A.B. Anchor Bolt
A.C. Asphaltic Concrete
A4• Adpcent
Alt. Alternate
SYCAK40FIE HILLS SCOOL �''o. Artoecx
H
SOCCER RELDS Bldg. Building
BIc. Black
B.M. Bench Mark
B.S. Bottom of Steps
---�---*----------------�--�----�------� C.B. Catch Basin
C.F. Cubic Foot
- - - C.I. Cast Iron
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fA
Z Lj Cond. Condition
/ O Cont. Continuous
n- ♦ \ Ct. Center
Ctr. Sink Counter Sink
0 3 D.D. Deck Drain
i ® ® D.F. Douglas Fir
W D.G. Decomposed Granite
0 ♦ Z Dia. Diameter
Dim. Dimension
Dd. Detail
HARDY PECANEa. Each
® _ E.J. Expansion Joint
CO
jRT Elec. Electric
I Elev. Elevation
Eng. Engineer
Eq. Equal Espalier
E.W. Each Way
OE.W.W.M. Electric Welded Wire Mesh
Ex. Existing
Exp. Exposed
F.F. Finish Floor Elevation
1 F.G. Finish Grade
F.H. Fire Hydrant
Fin. Finish
F.L. Flow Line
Flt. Flat
F.S. Finish Surface
-MAYBERRY STREET-Ftg. Footing
Ftn. Fountain
Ga. Gauge
Galv. Galvanized
� / I G.C. Ground Cover
G.I. Galvanized Iron
H. B. Hose Bib
/ AS- SCAL-:r I-AcrC'E - }Q Hdr.Header Board
Horiz. Horizontal
3 H. P. Hiqh Point
fiF}E its - e)0\t.'qC1 Q 0 J Hgt. Dight
rTHESE VI- -ANS "A�1F_ I.D. Inside Diameter
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kit.
Integral
J. Boot
C.I.P. Cast Iron Pope
Jts.
Joints
L.A.
C.J. Cold Joint
Lic.
Licensed
L.P.
t C.L. Center Line
Max.
Maximum
M.B.
CM. Clearance
Mach.
Mechanical
Med.
Clean Out
Mnn.
Minimum
M.H.
W C.M.P. gated Metal Pipe
Mufti.
Muni -branched
Not.
Comp. Compacted
N.I.C.
Not in Contract
O.C.
iI Con. Concrete
Z Lj Cond. Condition
/ O Cont. Continuous
n- ♦ \ Ct. Center
Ctr. Sink Counter Sink
0 3 D.D. Deck Drain
i ® ® D.F. Douglas Fir
W D.G. Decomposed Granite
0 ♦ Z Dia. Diameter
Dim. Dimension
Dd. Detail
HARDY PECANEa. Each
® _ E.J. Expansion Joint
CO
jRT Elec. Electric
I Elev. Elevation
Eng. Engineer
Eq. Equal Espalier
E.W. Each Way
OE.W.W.M. Electric Welded Wire Mesh
Ex. Existing
Exp. Exposed
F.F. Finish Floor Elevation
1 F.G. Finish Grade
F.H. Fire Hydrant
Fin. Finish
F.L. Flow Line
Flt. Flat
F.S. Finish Surface
-MAYBERRY STREET-Ftg. Footing
Ftn. Fountain
Ga. Gauge
Galv. Galvanized
� / I G.C. Ground Cover
G.I. Galvanized Iron
H. B. Hose Bib
/ AS- SCAL-:r I-AcrC'E - }Q Hdr.Header Board
Horiz. Horizontal
3 H. P. Hiqh Point
fiF}E its - e)0\t.'qC1 Q 0 J Hgt. Dight
rTHESE VI- -ANS "A�1F_ I.D. Inside Diameter
-1-10 ARCA 1,TE9. _A pt,5%C-awl 6l9.O0p IiN4 J Inv. Invert
T 1�� t_A.NbSGt4 PL- GC>N� `GZ A�c..'K� R Mc TL.R \'t-AiC�% J
kit.
Integral
J. Boot
Junction Banc
Jts.
Joints
L.A.
Landscape Amt
Lic.
Licensed
L.P.
Low Point
Max.
Maximum
M.B.
Mac hire Bolt
Mach.
Mechanical
Med.
Medium
Mnn.
Minimum
M.H.
Manhole
Mufti.
Muni -branched
Not.
Natural
N.I.C.
Not in Contract
O.C.
On Center
O.D.
Outside Diameter
P.A.
Planting Area
Perf.
Perforated
P.O.C.
Point of Connection
P.S.I.
Pounds Per Square
P.T.
Pressure Treated
P.V.C.
Poly Vinyl Chloride
R.
Radius
R.C.P.
Reinforced Concrete
Reber
Reinforcing Bar
Rein.
Reinforcing
Req'd.
Required
Ret.
Retardant
Rgh.
Rough
R.S.
Rough Sawn
R.S.R.
Rough Sawn Redwood
Rwd.
Redwood
Sch.
Schedule
S.F.
Square Foot
Sht.
Sheet
Sht. MI
Sheet Metal
Sim.
Similar
S.L.
Scoreline
Smth.
Smooth
Specs.
Specifications
Sq.
Square
Stl.
Steel
T.A.D.
Top of Area Drain
T & B
Top and Bottom
T.B.
Top of Berm
T.C.
Top of Curb
Tex.
Textured
T.G.
Top of Grate
T.G.D.
Top of Grate Drain
Thk�
Thick
T. P.
,\�,,P.C.
Top of Paving
Top of Poll Couping
TT 55
Top of Steps
T.W.
Top of `Nall
Twl.
Trowel
Typ.
Typical
Vert.
Vertical
W/
With
W/0
Without
W.S.
Water Surface
94,200 S.F. LANDSCAPE AREA
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L-1
NIRA
TITLE SHEET
L-2
SCALE: N.T.S.
CONSTRUCTION PLAN
L-3
CHECKED BY:
CONSTRUCTION ENLARGEMENT
L-4
CITY REQUIRED NOTES:
INSPECTIONS:
CONSTRUCTION -DETAILS
L-5
CONSTRUCTION DETAILS
L-6
IRRIGATION PLAN
L-7
'IRRIGATION DETAILS
L-8
1
PLANTING PLAN
L-9
prior'
PLANTING DETAILS
E-1
ELECTRICAL DETAILS
E-2
ELECTRICAL SITE PLAN
E-3
PHOTOMETRIC CALCULATIONS
94,200 S.F. LANDSCAPE AREA
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L hWDgCA'M
NIRA
DESIGNED BY:
DATE:
SCALE: N.T.S.
12/13/04
CHECKED BY:
APPROVED BY:
DATE.3752
I E R R.C.E. 51152 EXP. DATE 1W1/d5
SAN BERNARDINO FWY (10
CITY REQUIRED NOTES:
INSPECTIONS:
INES!
GUIDELINES!
The City of Fontana Standard Landscape Specification Manual shall become a part of
1.
MAINTENANCE
Landscape shall be maintained In a neat, clean, weed -free and healthy condition. This shall
Include but not be limited to:
this P document (at the level of written specifications).
SOVER AVENUE
2 It is the Landscape Contractor's respor>sibiNty to contact the EnQi Division's
Landscape Inspector 48 hours to desired inspection of an � 909) 350-7610.
1
Cultivation of planted beds at intervals not to exceed ten (10) days.
prior'
2.
3.
Regular mowing to maintain lawn height not to exceed two (2) inches (will vary with species).
Prior to rebase of utilities or maintenance period commencement, the foNowing
'
3'
inspections are required:
Regular pruning of plants as necessary to control and direct growth.
PROJECT SITE
Pre-Constniction Meeting
4.
Scheduled maintenance of irrigation controller to assure proper application rate of
Inspection of irrigation system in open trench conditioon (prior to backfill). Mainline
water necessary for proper plant growth. Drip Irrigation may require specialized landscape
maintenance care.
pressure test Q 150 P.S.I. for a three (3) hour continuous period.
5'
SANTA ANA AVENUE
Irrigation coverage tests inducting initial and final tests.
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 growth.
Plant materials prior to planting and soli preparation.
7.
Immediate repair or replacement of irrigation materials as needed to maintain good
lanting, i=,ngtrsst trees. Contact the Parks Planning & Landscape Development
=7'E
working coruditar�s.
Section, Eg Division, for species and final locations.
8.
esshallbe checked regularly for correct function. Ties are to be
=jr"&abrasions or girdling of trtx�k or branches.
CornpNarxa with approved plans'
s.
JURUPA AVENUE
Final Inspection.
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 larK%cape shah be maintained in accordance with these landscape
4. The Owner's representative and landscape contractor shall be present at each inspection.
maintenance standards.
-
10.
The Developer/Buikler is responsible to contact the City and schedule the maintenance
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UNDERWOOD
V5
MAYWOOD ST.
LANDSCAPE ARCHITECTURE �Mp SC APF
ARCHITERRA DESIGN GROUP HEREBY CERTIFIES THAT THE DESIGN, DETAILS AND SITE PLANNING mwjgq,4
SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE
ARCHITECTURAL STANDARDS. ARCHITERRA DESIGN GROUP CANNOT GUARANTEETHE QUALITY OF ARCHITERRA DESIGN GROUP, INC.
S DESIGNED AND/OR SPECIFIED �H REINA DODI CLAIMS ANY N OR AFUTURELIABILITY NCE OF IMPROVEMENTS 10221-A TRADEMARK STREET � w -'
RESULTING FROM DEVIATIONS. ARCHITERRA DESIGN GROUP IS NOT RESPONSIBLE RANCHO CUCAMONGA, CALIFORNIA 91730
FOR THE AMOUNT OR FREQUENCY OF IRRIGATION WATER APPLIED TO THE PROJECT TEL.: 909 484-2800 FAX: 909 484-2802
DURING CONSTRUCTION OR THEREAFTER. ( ) ( ) c!►),
CONTACT: STEPHEN SCHWARTZ �rF 0 F A,��F°
FIRST SUBMITTAL 6/14/04 EMPIRE LAND, LLC LDB, INCORPORATED
3536 CONCOURS STREET, SUITE 300 LIGHTING DESIGNERS
SECOND SUBMITTAL 8/2104 ONTARIO, CALIFORNIA 91764 ELECTRICAL ENGINEERS
TELEPHONE.: (909) 987-7788 3951 EDINGER AVENUE
THIRD SUBMITTAL 9/7/04 TUSTIN, CALIFORNIA 92780
CONTACT PERSON: JIM MULLENS TELEPHONE: (949) 733-8038
FOURTH SUBMITTAL 12/28/04
CONTACT PERSON: DON DIDOMIZIO
■ �••• "2011
CITY OF FONTANA, CALIFORNIA
MAW" BY:
SYCAMORE HILLS PARK
TRACT # 16495-2, LOT 106
NIRA
DESIGNED BY:
DATE:
12/13/04
CHECKED BY:
APPROVED BY:
DATE.3752
I E R R.C.E. 51152 EXP. DATE 1W1/d5
DWG. NO.:1
12
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1 OF 12 SHEETS