HomeMy WebLinkAbout3404-1L
1 J'.
i 14 �I
l-
1,{
t.
1
'I
f! J
5�!
I I'.
y I'.
I.
I
f
3
(t
t {i
i
Y: !1
F 1
S �1 : !r .1 , � � ..ltl• f a2� .n, 7-i..n I It
J!_ .,, f . L. stJ 1 r{ a • r `k�:i�. >
,
1
IA {,
—.. :," ," .. :.�...., ... ,, l.. ,r :,. .. ,. ,.� v, ::Irl. ,. ,: f{ ....... „r i:•: c,.,. tr.. :� t i.... i. `{:' �;i: '!iif, ;
{� I i°t- ., '-: ' '` i• :;, 9; ' r.; i' .,_!' i v, :,. r t ,;:. .I ', ,a, I"', v ;,,, � .. ;. ly . � si u.,,,. .':Iy, a 'ry l..
I '
- 'li..,u;lid,- ,MT �,,. ,,,,,, ,,,,, ,;I N r;' ' i3 :I.,e' {,. 4„ :.3,. ;-�� !J'4 - ii 9j :,4•, I' ti::,. .4.:
A
SCALE: N.T.S.
ONTA
1 _ CoALwIFOrw%NIA :�t lif a !� I �, t.
.' I"
' .:: A
,I, �' Ia a
-� ;�:�� k - .-' {F' 6"Mm - li1 1i „is i:,, �_ M
:� .::i;,f;i2 k !, ''; `-:. ! ;,4.r- " _. I i I�:'' r 3"k, y .�::. r %, I ., n n � P, 6+ Il{ nt V? 'G' I .. 4. �
f;>:1:1 ,r: is
CITY REQUIRED NOTES:
Anchor Bolt
Int.
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
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:
Alternate
L. A.
Landscape Architect
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.
Building
water necessary for proper plant growth. Drip irrigation may require specialized landscape
Maximum
Blk.
maintenance care.
Irrigation coverage tests including initial and final tests.
Machine Bolt
B, M.
Bench Mark
5.
Immediate replacement of irrigation materials as needed to maintain good working conditions.
Finish grade prior to planting.
Bottom of Steps
Med.
Medium
6.
Fertilization on a regular schedule as recommended by the manufacturer to provide proper
Plant materials prior to planting and soil preparation.
Minimum
plant growth.
PlarAing, 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.
Cast Iron
working conditions.
Compliance with approved plans.
8.
Stakes, guys & ties on trees shall be checked regularly for correct function. Ties are to be
Net.
Natural
adjusted to avoid abrasions or girdling of trunk or branches.
Final Inspection.
N.I.C.
Not in Contract
3.
9.
Upon completion of three (3) month (90 day) contract maintenance period, an inspection
On Center
Cir,
shall be made by the Community Development Department Engineering Division Landscape
The Owner's representative and landscape contractor shall be present at each inspection.
Outside Diameter
Inspection Staff. The landscape shall be maintained in accordance with these landscape
Clean Out
P.A.
maintenance standards,
C. M. P.
10.
The Developer/Builder is responsible to contact the City and schedule the maintenance
Perforated
Comp.
inspection.
1
Point of Connection
Con.
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
Mech,
Mechanical
B.S.
Bottom of Steps
Med.
Medium
C. B.
Catch Basin
Min.
Minimum
C. F.
Cubic Foot
M. H.
Manhole
C.1.
Cast Iron
Multi.
Multi -branched
C.1.P.
Cast Iron Pipe
Net.
Natural
C.J.
Cold Joint
N.I.C.
Not in Contract
C. L,
Center Line
0. C.
On Center
Cir,
Clearance
0. D.
Outside Diameter
C.O.
Clean Out
P.A.
Planting Area
C. M. P.
Corrugated Metal Pipe
Perf.
Perforated
Comp.
Compacted
P.O.C.
Point of Connection
Con.
Concrete
P.S.1.
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
Rqh.
Rough
Dtl.
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, Mti.
Sheet Metal
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.
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.
Tap 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
Hqt.
Height
W/0
Without
1. D.
,-lnside Diameter
W.S.
Water Surface
Inv,
Invert
.7li/iLC: IV. 1 .J.
L1
1 (SHT.
TITLE
1 t c
}"
S
I
(SHT.
1 RESTROOM/SNACK
I !A BR BUILDING
Li Fj i
PLAN,
{ FLOOR PLAN,
ROOF FRAMING PLAN
-2
E-1
E-2
E-3
E-4
E-5
E-6
L-1
L-2
L3
L-4
L-5
L-6
L-7
L-3
L-9
L-1 O
L-11
L-12
L-13
(SHT.
o s CA Pe
RESTROOM/SNACK
I
I 4
BUILDING
1 J
.�„ ,t 1'
ELEVATIONS 1
D SECTIONS
(SHT.
i;
EImo,OO'AKiiAR
RESTROOM/SNACK
BAR i ; Dj ;;,' i
DETAILS
(SHT.
ELECTRICAL DIAGRAMS AND DETAILS
RESTROOM/SNACK
1 t
� BUILDING
BAR
I i i 4 STANDARD i l I &GENERALNOTES
tSHT.
6)
RESTROOM/SNACK
i
BUILDING
1 LEGEND, `
PLUMBING
(SHT. 21) IRRIGATION LEGEND AND NOTES
(SHT. 22) IRRIGATION DETAILS
(SHT. 23) PLANTING PLAN
(SHT. 24) PLANTING
(SHT. 25) PLANTING DETAILS
(SHT. 26) CONDITIONS E'
n p'ad
LENN,AR HOMES
391 N. MAIN STREET, SUITE 300
CORONA, CALIFORNIA 92880
TEL: (909) 279-4000
CONTACT PERSON: RYAN COMSE
o s CA Pe
SCHEDULES
(SHT.
7)
RESTROOM/SNACK BAR BUILDING MECHANICAL & PLUMBING FLOOR &ROOF PLANS
(SHT.
8)
ELECTRICAL SPECS, SYMBOLS, SCHEDULES & GEN. DOTES
(SHT.
9)
ELECTRICAL DIAGRAMS AND DETAILS
(SHT.
10)
ELECTRICAL SITE PLAN
(SHT.
11)
PHOTOMETRIC SITE PLAN
(SHT.
12)
ELECTRICAL DETAILS &PANEL SCHEDULE
(SHT.
13)
BUILDING ELECTRICAL PLAINS
(SPIT.
14)
CONSTRUCTION PLAN
(SHT.
15)
CONSTRUCTION PLAN
(SHT.
16)
CONSTRUCTION DETAILS
(SHT.
17)
CONSTRUCTION DETAILS
(SHT.
18)
CONSTRUCTION DETAILS
(SHT.
19)
IRRIGATION PLAN
_
ar�Qi�n_Tirine pi oni
(SHT. 21) IRRIGATION LEGEND AND NOTES
(SHT. 22) IRRIGATION DETAILS
(SHT. 23) PLANTING PLAN
(SHT. 24) PLANTING
(SHT. 25) PLANTING DETAILS
(SHT. 26) CONDITIONS E'
n p'ad
LENN,AR HOMES
391 N. MAIN STREET, SUITE 300
CORONA, CALIFORNIA 92880
TEL: (909) 279-4000
CONTACT PERSON: RYAN COMSE
o s CA Pe
PREPARED UNDER THE SUPERVISION OF:
CITY OF E® TA A, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED
K urn ty, q9
��
IMPROVEMENTS NOT COMMENCE WITHIN TWO
a�
YEARS OF THE DATE OF APPROVAL SHOWN
�,
m
"
DRAWN BY;
JDD
������ PARK EAST
SCALE:
N/A
HEREON AND CARRIED FORTH IN A DILIGENT
Siu
10 -ACRE PARC (T�584�) �®� "A"
MANNER, THE CITY ENGINEER MAY REQUIRE
_
DESIGNED BY:
DATE:
REVISIONS TO THE PLANS TO BRING THEM INTO
,_ _o
GD
06/02/03
CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
9 Q.
rE
CHECKED BY:
APPROVED
DATE/ �I! d
DWG, NO.:
OFCAIN,DATE
3404RWK
/2ENGINEER
R.C.E. 51152 EXP. DATE 12/31/03
0 f4 3-4
LANDSCAPE ARCHITECTURE
SITE PLANNING
4/A
/ \
1062 1 CHUP-CH 57 T . SUITS 106
P,,1NNCH0 CUGAt-41 ANG S C A-LIFCMNIA 30
T-1
fvH.(410C0 454-2a00 IFAx (aoCT) 4a4 -2a=
AL�
CC�N"rACT: C-60I7�N5UN
1
OF 26
SHEETS