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TITLE S RM
INSPECTIONS:
A. B. Anchor Bolt Int. Integral 1 . It is the Landscape Contractor's responsibility to contact the Engineering Division's Landscape Inspector 48 hours prior to
A.C. Asphaltic Concrete J. Box Junction Box desired inspection of an item at (909) 350-6649.
SEE SHEETS L-3, L-7, & L-11 Adj. Adjacent Jts, Joints L-2 CONSTRUCTION P
Alt. Alternate L.A. Landscape Architect 2 Prior to release of utilities or maintenance period commencement, the following inspections are required:
Arch, Architect Llc. Licensed L-3 CONSTRUCTION PLAN
Auto. Automatic L. P. Low Point *Pre -Construction Meeting
^.�.,,v . ,. st9:>1_. ......,, . , n.,..�,..�,.c.,T....: , t„.,-aq. r, ,'..:<a,.k.,; .. �� :........:..,5a.R, :.a,.c.".=� f z.,..E .. e P,. :v. ., ,r.n a�_ .,, ., k. .-,,,K._� . b`v�, „:. .e±,:,...a...w' > :..w . .•.�,,a. .,.. ...,:.... .. ,,. . <-.
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Bldg. Building
Max, M
aximu
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tio
n of irrigation system
in
open trench
ench conditio
n
(prior to backfill). Mainline pressure test @ 150 P.S.I. for a
L
3A CONSTRUCTION
PLAN
X;,74- three (3 our continuous period.Blk, Black MB. Machine Bolt Finish rade nor toplanting.teirrigation on Covera a tests including initial final tests.BMBen h Mark M ch. Mecharncal .�J , Bottom of Steps Med, MediumB.S. *Plant materials nor to planting n soilpreparation.�v i- C. B. Catch Basin Min. Minimum
*Planting, including street trees. Contact the Parks Planning &Landscape Development Section, Engineering
WALL MASTER PLAN
C. F. Cubic Foot M. H. Manhole Division, for species and final locations.
° ° ® ° , , ® ° e ° " " ° s " " e - - C.I. Cast Iron Multi. Multi -branched L-5 CONSTRUCTION DETAILS *Compliance with approved tans.
46 47 ° 48 ° 49 " 50 " 51 " 52 " 53 54 55 " 56 " 57 ° 58 " 59 ° 60 " 61 " " 64 " 65 68 38
° " , " ({{' ° s C.LP. Cast Iron Pipe Nat. Natural *Final Inspection.
PP P
C.J. Cold Joint N, 1. Not in Contract
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C. L. Center Line O.C. On Center PLANL-6 IRRIGATION 3. The Owner's representative and landscape contractor shall be at each inspection.
s
Clr. Clearance O.D. Outside Diameter
C.O. Clean Out P.A. Planting Area MAINTENANCE GUIDELINES:
_ _ _ — L-7 IRRIGATION PLAN
, ,. °-® �' - - •--- C.M.P. Corrugated Metal Pipe Perf. Perforated
. ' " / % j j Comp. Compacted P.O.C. Point of Connection MASTER
Landscape shall be maintained in a neat, clean, weed -free and healthy condition. For three (3) months (90 days) following
44 T �w ` - 3� Con. Concrete P.S.I. Pounds Per Square -8 IRRIGATION PLAN installation, this shall include but not be limited to:
I
80 79 78 77 76 75 74 " 73 72 71 70 A5 Cond• Condition P.T. Pressure Treated
® 41 40 " 39 ° 3a - e I a " " " ° s9 ss s7 35 Cont, Continuous P.V.C. Poly Vinyl Chloride 1. Cultivation of planted beds at intervals not to exceed ten (10) days.
" t ° " ° ° ■ r Ct. Center R. Radius L-9 I R R I GAT I O N D TTA I LS
<` 43 " 42 ° ° ° s1 ° " ► - "� Ctr. Sink Counter Sink R.C.P.Reinforced Concrete g g g O (
�► " ® y ° °2. Regular mowing to maintain lawn height not to exceed two 2 inches will vary with species).
34
y . - tlz r TM x- y D.D. Deck Drain Rebar Reinforcing Bar 3. Re ular pruning of plants as necessary to control and direct growth.
L-1 O PLANTINPLAIN g
„ M ,. 82 .�,. Rein. Reinforcing y
us.
wh M _:x : _,, D F Douglas Fir R
„rv' r 4 _ 33 D.G. Decomposed Granite Req'd. Required 4. Scheduled maintenance of irrigation controller to assure proper application rate of water necessary for proper plant growth.
37 - 100 101 �°
a ° • M Die. Diameter Ret. - Retardant L-11 PLANTING P A N Drip irrigation may require specialized landscape maintenance care.
83 o n 27 28 29 30 31 - -,,
I - - -� 102 26 Dim. Dimension Rgh. Rough
18 ° 19 ! ° ° ' 5. Immediate replacement of irrigation materials as needed to maintain good working conditions.
xs " 36 . _ 32 Ea. Detail R•S. Rough sawn PLANTING DETAILS
p g � g
T 99 ` Ea. Each R.S.I� hough Sawn Redwood L-12
17 ® 20 " a5 84 * ®. E.J. Expansion Joint Rwd. Redwood 6. Fertilization on a regular schedule as recommended by the manufacturer to provide proper plant growth.
®_ Elec. Electric Sch. Schedule L-1 3 CONSTRUCTION SPECS.P P g g g
- - 103 7. Immediate repair or re lacement of irri anon materials as needed to maintain good working conditions.
- 8 ., Elev• Elevation S.F. Square Foot
96 Eng. Engineer Sht. Sheet
18 21 34 -ss - - 104
Esp. Espalier Sht. Mtl. Sheet Metal L-1 4 IRR. AND PLANTING SPECS . 8 girdling of trunk tor branches.
shall be checked regularly for correct function. Ties are to be adjusted to avoid abrasions or
■ .. .. 97 TRACT #16495-2 Eq. Equal Sim. Similar
®® 22 33 ! 23 E.W. Each Way S. L. Scoreline 9. Upon completion of three (3) month (90 day) contract maintenance period, an inspection shall be made by the Community
�.; 15 " ' - - -�1 " ' E•W.W.M. Electric Welded Wire Mesh Smth. Smooth Development Department Engineering Division Landscape Inspection Staff. The landscape shall be maintained in
. - - - 87 96 " r 105 I --••• accordance with these landscape maintenance standards.
Ex. Existing Specs. Specifications p
23 22 Exp. Exposed Sq. Square
14 ° -
F. F. Finish Floor Elevation Stl. Steel 10, The Developer/Builder is responsible to contact the City and schedule the maintenance inspection.
[A -
All
se 95F.G. Finish Grade T.A.D. Top of Area Drain CITY EQUIRED NOTES:
1324 31 r r • •,.,-,�'�R �*. ► F.H. Fire Hydrant T & B Top and BottomFin• Finish T•B. Top of Berm plans must be installed in accordance with the Standard Landscape Specification Manual For Streetscapes And Parks. The
12 25 30till 94 124 "' - F.L. Flow Line T. C. Top of Curb specifications can be purchased at the Engineering counter at city hall. 8353 Sierra Ave., Fontana, CA 92335, www.fontana.org
. Fit. Flat Tex. Textured
.. -+
1
2 n,
s
., .. F.S. Firnsh Surface T.G. Top of Grate � ;�� ■ • • r ., . ..
- - ° TRACT # 16435 -
26 93 125 - e Ftg• Footing T.G.D. Top of Grate Drain
11 20 Ftn, Fountain Thk. Thick
91 w92 - • Ga• Gauge T.P. Top of Paving
® 27 28 126 - • Galy. Galvanized T.P.C. Top of Poll Couping
10 - _---- -- ° 19 G. C. Ground Cover T. S. Top of Steps
127 G. 1, Galvanized Iron T.W. Top of Wall
s . - H.B. Hose Bib TWI• Trowel
1s Hdr B nr4 Header Board TV Tv iii -al
Horiz.
Horizontal
Vert.
Vertical
12e- - - --' H. P.
High Point
W/
With
° 17 Hgt.
.
Height
W/0
Without
1. D.
Inside Diameter
W. S.
■
129 - Inv.
�
s_J
Beginning of Curb Radius
I ... 16
E.C.R.
End of Curb Radius
°
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■
e
7 °
is
6
■
a
5
r
Horiz.
Horizontal
Vert.
Vertical
12e- - - --' H. P.
High Point
W/
With
° 17 Hgt.
.
Height
W/0
Without
1. D.
Inside Diameter
W. S.
Water Surface
129 - Inv.
Invert
B.C.R.
Beginning of Curb Radius
I ... 16
E.C.R.
End of Curb Radius
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SLOVER AVENUE
" FIRST SUBMITTAL - 8/4/04 (CLIENT/CITY SUBM. FOR WALLS AND LANDSCAPE)
" SEE SHEETS L-2, L-6, &L-10 EMPIRE CAPITAL LLC RBF CONSULTING
SECOND SUBMITTAL - 9/20/04 (CITY SUBM. FOR WALLS AND LANDSCAPE) 3536 CONCOURSSTREET, SUITE 300 14725 ALTON PARKWAY
NTA ANA AVE. ONTARIO, CALIFORNIA 91764 IRVINE, CALIFORNIA 92618-2027
SANTA ANA AVE. SA _. #-0-! 17Zf THIRD St IRMITTAI TFI - (Orl91 QR7-77RR TR (9441 RRR-AF;77
Underground Service Alert
Gall: TOLL FREE
H
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422-4133
TWO WORKING DAYS BEFORE YOU DIG