HomeMy WebLinkAbout2984-1LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS
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FONTANA, CALIFORINIA
FORECAIST HOMES
01 .011 OW1171
Fill 101910
T-1 TITLE SHEET
A. B.
Anchor Bolt
Int.
Integral
A. C.
Adj.
Asphaltic Concrete
Adjacent
J. Box
Jts.
Junction Box
Joints
L-1 CONSTRUCTION PLAN
Alt.
Alternate
L. A.
Landscape Architect
•
•
Arch.
Auto.
Architect
Automatic
Lic.
L. P.
Licensed
Low Point
L-2CONSTRUCTION DETAILS
Bldg.
Building
Max.
Maximum
Blk.
B. M.
Black
Bench Mark
M. B.
Mech.
Machine Bolt
Mechanical
L_3 IRRIGATION PLAN
B.S.
Bottom of Steps
Med.
Medium
C. B.
C. F.
Catch Basin
Cubic Foot
Min.
M. H;
Minimum
Manhole
L-4 IDETAILS
C. 1.
Cast Iron
Multi.
Multibranched
C.1. P.
C. J.
Cast Iron Pipe
Cold Joint
Nat.
N. I. C.
Natural
Not in Contract
Lm5 PLAN
PLANTING
C. L.
Center Line
0. C.
On Center
.
Cir.
C. 0.
Clearance
Clean Out
0. D.
P. A.
Outside Diameter
Planting Area
L=6DETAILS
C.M.P.
Corrugated Metal Pipe
Perf.
Perforated
;
Comp.
Con.
Compacted
Concrete
P.O.C.
P. S.1.
Point of Connection
Pounds Per Square
L� PE
(��
,aCONSTRUCTION
r
a
;
Cond.
Condition
P. T.
Pressure Treated
.
Cont.
Ct.
Continuous
Center
P. V. C.
R.
Poly Vinyl Chloride
Radius
IRR. AND PLANTING
PECtr.
o
Sink
Counter Sink
R.C.P.
Reinforced ConcreteLm8
+ I
D.D.
D.F.
Deck Drain
Douglas Fir
Rebar
Rein.
Reinforcing Bar
Reinforcing
Lm9
PR
T
I HEET
11 DETA L
1
I
1 1 2 1 3 1 4
5
B
7
8
9
10
++
12
13
14 15 18 17 18 +9 1 20
D. G.
Decomposed Granite
Req d.
Required
1
Q �
PAD 1409.8 1 PAD 1410.5 1 PAD 1411.2 1 PAD 1411.8 I
PAD 1411.6
PAD 1413.0
PAD 1413.6
111
PAD 1414.3
PAD 1414.9
PAD 1416.5 I
PAD 1416.2
PAD 1416.9
PAD 1417.4 I
PAD 1418.1
I PAD 1418.8
�
PAD 1419.4
PAD 1420.1
�
PAD 1420.6
I
PAD 1421.6 1 PAD 1421.7 /
,
Die.
Dim.
Diameter
Dimension
Ret.
Rgh.
Retardant
Rough
g
0
1 1 1 1 1 1 1
1
21
1 PAD 1421.9
1 1 1
Dtl.
Detail
R.S.
Rough Sawn
�
ML
IML
1 1 i 1
ML IML $01L 4TA ADJ
LU
Ea.
Each
R.S.R.
Rough Sawn Redwood
W
s
E. J.
Expansion Joint
Rwd.
Redwood
1
Z O
`
W
Elec.
Electric
Sch.
Schedule
RESTON DRIVE -o -
-
- - - - 22
Elev.
Elevation
S.F.
Square Foot
� �
G 0 AD 1421.9
,Q
Eng.
Engineer
Sht.
Sheet
e
_AN2F
Esp.
Espalier
Sht. Mtl. Sheet Metal
U) 00
1W>_a
s
Eq.
Equal
Sim.
Similar
Z�
r 1 1 1 1
1
<
1 1
0
E. W.
Each Way
S.L.
Scoreline
1
1 1 1 1 1
1
31
PAD 1417.8
28
PAD 1416'1
1 1
E. W. W. M.
Electric Welded Wire Mesh
Smth.
Smooth
PAD 1409.41 I 1 f
I
0
I
1 23
PAD 1421.9
W
Ex.
Existing
Specs.
Specifications
j
A
42 1 41 1 40 1 39 1 38
37
38
35
34
33
32
4Cr
27
26
r
25 24
1
Exp.
Exposed
Sq.
Square
-
PAD 1410.4 PAD 1411.1 PAD 1411.7 PAD 1412.4 1 PAD 1413A 1 PAD 1413.7 1 PAD 1414.4 1 PAD 1416.1 1 PAD 1416.7
1 PAD 1416.4
1 W
29 PAD 1419.9 r PAD 1420.6 + PAD 1421.4 PAD 1421.7 %
I
F. F.
Finish Floor Elevation
Stl•
Steel
'
1 1 1 1 1
1
1
PAD U
PAD
PAD 1416.8 1 1'
F. G.
Finish Grade
T. A. D.
Top of Area Drain
I
I
F. H.
Fire Hydrant
T & B
Top and Bottom
1
o
Fin.
Finish
T. B.
Top of Berm
�
F. L.
Flow Line
T. C.
Top of Curb
r 50 51 1 52 53
,PAD 1404.6 PAD 1405.3 # PAD 1405.3 AD 14 6 `
42 43 1
PAD 1408.4 , PAD 1408.6
44
PAD 1409.6
45
PAD 1411.0
48
PAD 1412.2
47
PAD 1413.4
48
PAD 1414.3
1 ' 2 3 4 5 / 8
PAD 1415.8 PAD 1416.4 PAD 1416.9 PAD 1417.7 PAD 1418.0 , PAD 1419.1
i
Fit.
F. S.
Flat
Finish Surface
Tex.
T. G.
Textured
Top of Grate
Underground Service A
Ftg .
Footing
T. G. D.
Top of Grate Drain
Ftn.
Fountain
Thk.
Thick
r
Ga.
Gauge
T. P.
Top of Paving
a Call: TOLL FREE
Galy.
Galvanized
T. P. C.
Top of Poll Couping
G. C.
Ground Cover
T.S.
Top of Steps
A
G.1.
H.B.
Galvanized Iron
Hose Bib
T.W.
Twl.
Top of Wall
Trowel
�
1'=800
Hdr. Brd.
Header Board
Typ.
Typical
Horiz.
Horizontal
Vert.
Vertical
422=4133
H.P.
High Point
W/
With
Hgt.
Height
W/0
Without
k
1. D.
Inside Diameter
W. S.
Water Surface
TWO WORKING DAYS BEFORE YOU DIG
Inv.
Invert
SCALE: N.T.S.
FIRST SUBMITTAL -
FORECAST HOMES
106 -1 o G1�10 GENTE�'• 09.-
.
�Fr:nNn S� �RnnITr L _
RANCHO GUGAMONS7A. CALIFORNIA CI 1 130
THIRD SUBMITTAL
TEL : (QO01) 4167-1-155
CITY
REQUIRED NOTES:
FOURTH SUBMITTAL
CONTACT PERSON: JIM FERRY
INSPECTIONS:
MAINTENANCE GUIDELINES:
BRKXEPATH DR.
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
Landscape Inspector 48 hours prior to desired inspection of an item at (909) 350-6633.
include but not be limited to:
DUNCAN CYN.
AV.
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.
PREPARED UNDER
THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
inspections are required:
2.
' ch will vary with species).
Regular mowing to maintain lawn height not to exceed two (2) inches ( ry � )
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SHOULD CONSTRUCTION OF THE REQUIRED
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Pre -Construction Meeting
3.
Regular pruning of plants as necessary to control and direct growth.
AVE.
IMPROVEMENTS NOT COMMENCE WITHIN TWO
•
ui
YEARS OF THE DATE OF APPROVAL SHOWN
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DpAwry ��
KPF
THE 42 of MORNINGSIDE
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N/A
Inspection of irrigation system in open trench condition (prior to backfill). Mainline
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4.
Scheduled maintenance of irrigation controller to assure proper application rate of
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HEREON AND CARRIED FORTH IN A DILIGENT
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TRACT. #1 fi478
pressure test 0 150 P.S.I. for a three (3) hour continuous period.
water necessaryfor proper plant growth. Drip irrigation may require specialized landscape
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MANNER, THE CITY ENGINEER MAY REQUIRE
_
* .*
DESIGNED BY:
COMMUNITY FACILITIES DISTRICT
DATE:
maintenance care.
ST,
v
REVISIONS TO THE PLANS TO BRING THEM INTO
p
KPF
7/27/01
Irrigation coverage tests including initial and final tests.
5.
Immediate replacement of irrigation materials as needed to maintain good working conditions.
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CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
`���
�'
��'�
DATE
CHECKED BY:
APPROVEDBY.
�' o� 40?9* DATE
DWG, N4.:
Fmish grade prior to planting,
F CIN L`4o�
RWK
]&. crry ENGINEER R.C.E-m EKP. DATE/el ®3 3/
lAc
5.
Fertilization on a regular schedule as recommended by the manufacturer to provide proper
Plant materials prior to planting and soil preparation.
plant growth.
V
■
■Oak■
Planting, including street trees. Contact the Parks Planning & Landscape Development
7•
Immediate repair or replacement of irrigation materials as needed to maintain good
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BAR HARBOR R�,
LVE OAK
Section, En ineerin Division, for les and final locations.
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working conditions.
PROJECT SITE
A
0109-5
LANDSCAPE A R CH iTE CTU R E
Compliance with approved plans.
8.
Stakes, guys & ties on trees shall be checked regularly for correct function. Ties are to be
FOOM-1111. BLVD.
adjusted to avoid abrasions or girdling of trunk or branches.
A A
SITE PLANNING
Final Inspection.
3.
9.
Upon completion of three (3) month (90 day) contract maintenance period, an inspection
10621 CHURCH STREET •SUITE 106
The Gwner's representative and landscape contractor shall be present at each inspection.
shall be made by the Community Development Department Engineering Division Landscape
Inspection Staff. The landscape shall be maintained in accordance with these landscape
RANCHO GUGAMONC�A, CoALIFORNIA 41 30
maintenance standards.
-_
PHP1041) 464-2600 FAX (aoa) 464-z602: iz� 90?
10.
The Developer/Builder is responsible to contact the City and schedule the maintenance
SCALE: N.T.S.
CONTACT: KEN FRIOKE
l OF
SHEETS
inspection.
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