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LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS
SUMMIT HEIGHTS SPECIFIC PLAN
FONTANA, CALIFORNIA
FORECAST HOMES
,•SHEET KEY INDEX:ABBREVIATIONS SHEET
PARK SITE T-1 TITLE SHEET
tr rr w '" 7 A. B, Anchor Bolt Int. Integral
12 1' 10
e 1 ° 7 ° 4 3 . % A. C. Asphaltic Concrete J. Box Junction Box
�• Y122 .5 500.9 508.0 507.9 5W.6 511.3 518.1 510.0 5,6.8 � � . , Alt. Adjacent Jts. Joints
a AlternateWM-1 WATER MASTER PLAN
10 9 + e k 6 5 3 5 i Arch. Architect Lic. Licensed
d a e Architect
- - - - Auto. Automatic L. P. Low Point L_ 1 CONSTRUCTION PLAN
PORTICO LANE- - - / Bldg. Building Max. Maximum
;a a Blk. Black M. B. Machine Bolt
- - i B.M Bench Mark Mech. Mechanical L-2 CONSTRUCTION PLAN
...
J- B. S. Bottom of Steps Med. Medium
95 96 72 98 01 100 3.9 - { C.B. Catch Basin Min, Minimum
14 S03.7 506.0 5071 08.8 510.1 512 9 513.9 L-3 95 '71 - C.F. Cubic Foot M.H.
lti ManholeCONSTRUCTION AND PLANTING DETAILS
i W +
36 87 98 °B 100 101 33 C, 1. Cast Iron Multi. Multi -branched
'a IT t1 ri n 'a Tf 'ff }1 111 9 13 _ r C.I.P. Cast Iron Pipe Nat. Natural
94 93 B2 91 90 0 8e
! C.J. Cold Joint N.I.C. Not in Contract L-4 IRRIGATION P
499.9 OB0,9 W1.6 5091 501.9 106.5 507.8 + C.L. Center Line O.C. On Center
°� 94 93 92 91 90 s9 88 ' ! t Clr. Clearance O.D. Outside Diameter
,w L-5
C.O. Clean Out P.A, Planting Area IRRIGATION PLAN
J ! C.M.P. Corrugated Metal Pipe Perf. Perforated
„497 ,� A Comp. Compacted P.O.C. Point of Connection
- L-6 IRRIGATION DETAIL,E Con. Concrete P.S.I.Pounds Per Square z a - - a- + Cond. Condition P.T. Pressure Treated
Cont. Continuous P.V.C. Poly Vinyl Chloride
&8�.3 Af.B80 e1 .9 SOCY.° 5, �. ' Ct. Center R. Radius
C _ �� � Ctr. Sink Counter Sink R.C.P. Reinforced Concrete L-7 PLANTING PLAN
+ D.D. Deck Drain Rebar Reinforcing Bar
m 494- ! 77 7e 79 82 94
89
w II tl tir ri�L-2,5, 8 D.F. Douglas Fir Rein. Reinforcing D.G. Decomposed Granite Req'd. Required L-8 PLANTING PLAN
w ' N I 4915 .99.9 X19 ! ;__--�SE�E�H�EETS
Dia. Diameter Ret. Retardant
}~ I70 75 74 <99;� M.9 71 M 499.7 ! t Dim, Dimension R.S. Rough L-9 CONSTRUCTION SPECIFICATIONS
76 �5 ,4 73 72 71 ,0 69 Dtl, Detail R. S. Rough Sawn
J o xry } � +
21
49N1 , 6B + Ea. Each R.S.R. Rough Sawn Redwood
F E. J. Expansion Joint Rwd. Redwood L-1 0 IRRIGATION & PLANTING SPECIFICATIONS
3 - - - -� !
SElec. Elic Sch. Schedule
492.3 TRE
ET OVERLOOKPUCE- 4 �„� !
ectr2,z Elev, Elevation S. F. Square Foot
-1 -✓
22 w + Eng. Engineer Sht, Sheet
23 '.38, 39 4Ze b ,,�, i + Esp. Espalier Sht. Mtl. Sheet Metal
491.1 49,s 491.2 4 + Eq. Equal Sim. Similar
65 •' • + E. W. Each Way S. L. Scoreline
�' 49 19;w� _ 66 I E. W. W. M. Electric Welded Wire Mesh Smth. Smooth
3e 1 se 41 .1 I es f LLi
491.014
Ex. Existing Specs. Specifications
!
4W,7, Exp, Exposed Sq. Square
37 491.4 4
�i +Nol.s
F. F. Finish Floor Elevation Stl, Steel
d e2 ► � F.G. Finish Grade T.A.D. Top of Area Drain
498.1 N ',1 498.6
= S7 + F.H. Fire Hydrant T & B Top and Bottom
"'f'4B1" "°'Z 56 Fin, Finish
36 43 _ 61 _ 57 ! 1 T.B. Top of Berm
55 F, L. Flow Line T. C. Top of Curb
Flt, Flat Tex, Textured
M7.9 35 44 `� �W" F.S. Finish Surface
T.G. Top of Grate
4870 Underground Service Alert
("p[K(.¢ Ftg. Footing T,G.D. Top of Grate Drain
N V' � iY �' S `.
27
"` ! M Ftn, Fountain Thk, Thick
1 10 ! s Ga. Gauge T. P. Top of Paving
Vl' W xgi 34 ,�33 4832 j 489.7 49'.3 0 ,.: Galy. Galvanized ' Call: TOLL FREE
4., N 7� 34 33 � 59 5F 01 5. ! T.P.C. Top of Poll Louping v
2e 21 ; G.C. Ground Cover T. S. Top of Steps
YY G. 1. Galvanized Iron T. W. Top of Wall
t
4966 H.B. Hose Bib TWI. Trowel
481 N _p Ati,�E, 'IF-- 52 + Hdr. Brd. Header Board Typ. Typical -soo
Horiz. Horizontal Vert. Vertical
c H.P. Hiqh Point W/ With 422-4133
(4 - • M - "�'tvi - X94 j • , 50 4051 i _ ` + Dil . nsidetDiameter W S. Water uSurface
30{+ Inv. Invert TWO WORKING DAYS BEFORE YOU DIG
r - , 1-' ,� .. _ - - - .� SEE SHEETS L-1, 4, 7 •
lVICINITY MAP:
SIERRA KES PARKWAY - SCALE: N.T.S.
- - - - - - - -
' t
FIRST SUBMITTAL FORECAST HOMES
24
ur
I v° -
�'`."° - 3536 CONCOURS STREET SUITE 100
.._ _? -
I. - SECOND SUBMITTAL
ONTARIO, CALIFORNIA 91764
THIRD SUBMITTAL TEL: (909) 483-7320
�r.
CITY REQUIRED NOTES. k, I r�_ w I CONTACT PERSON: JIM PERRY
INSPECTIONS:GUIDELINES:
,�3_.
MAINTENANCE GUIDELINES �n r► ,y `_< }
FOURTH SUBMITTAL
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 3 � �Ir • �- ,,;,� � _ �' . - ___�. �, f f ,_
Landscape Inspector 48 hours prior to desired inspection of an item at (909) 350-6649. include but not be limited to: -
2 Prior to r71
APPROVALS:
Blease of utilities or maintenance period commencement, the following 1. Cultivation of planted beds at intervals not to exceed ten (10) days. e
5 ;t � `
inspections are required: h 2! 1 11 r�1 _ ?s I i :Q 30
2. Regular mowing to maintain lawn height not to exceed two 2 Inches will vary with species). F� r
9 9 9 O ( ryI CA pF 4 PREPARED UNDER THE SUPERVIS,JN OF: CITY OF FONTANA, CALIFORNIA
Pre -Construction MeetingSHOULD CONSTRUCTION OF THE REQUIRED Krum 9
3. Regular pruning of plants as necessary to control and direct growth. IMPROVEMENTS NOT COMMENCE WITHIN TWO y o� - w'ew
ae
Inspection of irrigation system in open trench condition (prior to backfill). Mainline t"' "' fia - - YEARS OF THE DATE OF APPROVAL SHOWN '� rn
4. Scheduled maintenance of irrigation controller to assure proper application rate of ,A t '`- -� w DRAWN BY VENTANA POINTE
SCALE:
pressure test 0 150 P.S.I. for a three (3) hour continuous period. ---�It _ ; j ...� ._,..___..,. _ HEREON AND CARRIED FORTH IN A DILIGENT > KPF N/A
water necessary for proper plant growth. Drip irrigation may require specialized landscape E_Y sl ti
. r MANNER, THE CITY ENGINEER MAY REQUIRE * * DESIGNED BY: TRACT. #16137 DATE:
Irrigation coverage tests including initial and final tests. maintenance care. s u ;
M REVISIONS TO THE PLANS TO BRING THEM INTO
g g g `- R e' y. KPF COMMUNITY FACIL DISTRICT 2/4/02
5. Immediate replacement of irrigation materials as needed to maintain good working conditions. _ - -' `" ' 1+ r� "" CONFORMANCE WITH CONDITIONS AND �� e� �.��
Finish grade prior to planting. w - 44r OQ' CHECKED BY: APPRO Y/ DWG. NO.:
STANDARDS IN EFFECT. F o f C.0 / r
DATE DAT((
6. Fertilization on a regular schedule as recommended by the manufacturer to provide proper cl }
Plant materials prior to planting and soil preparation. 1111•. ,.;; RWK 3083
plant growth.
CITY ENGINEER R.C.E. 51152 EXP. DATE 12!31/02
I
+
Planting, including street trees. Contact the Parks Planning & Landscape Development Immediate �� "" G. 4
. ate repair or replacement of irrigation materials as needed to maintain good's+ j...JOB NUMBER:
Section, Engineering Division, for species and final locations.
7,e,�dv
working conditions. i, 34 s 1 PROJECT SITE )210
_-' 355 , ,it .
Compliance with approved plans. , "' I �' >; , *� r ; l � \ R�.Ga K.� �Rw�nitliC t !cti �.WK• 0128-5
8. Stakes, guys & ties on trees shall be checked regularly for correct function. Ties are to be LANDSCAPE ARCHITECTURE
adjusted to avoid abrasions or girdling of trunk or branches.
Final Inspection. ` , -
SITE PLANNINGSHEET NUMBER
3, 9. Upon completion of three (3) month (90 day) contract maintenance period, an inspection
shall be made by the Community Development Department Engineering Division Landscape7,
T # 07 AREAS
The Owners representative and landscape contractor shall be present at each inspection. Inspection Staff. The landscape shall be maintained in accordance with these landscape �5� t4 + •• 10621 CHURCH STREET SUITE 106
maintenance standards.. " s
f
RANCHO CUCAMONGA, CALIFORNIA 91730 T-1
p y.:. Ij s t PH. J08 484-2800 FAX )
inspection. �,- . �- ) (909 484-2802
10, The Developer/Builder is responsible to contact the Cit and schedule the maintenance Y? II' �A vly� I �` <a x„
P - CONTACT: KEN FRICKE OF SHEETS