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LIST OF INSPECTIONS PROJECT LOCATION MAPSHEET INDEX. _
IRRIGATION AS BUILT FIELD MEASUREMENTS FURNISHED
BY: TERRA CAL CONSTRUCTION COMPANY
SHEET NO. SHEET TITLE
T►e Contractor shall contact the City's General Services Agency and the
Owner's Representative in advance of the following inspections (but not L-1 COVER SHEET
limited to) in the time indicated: PROJECT
1. Pre -job conference - 5 days. SITE �5 P-1 PHASE MAP
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2. At completion of finish grading - 72 hours. ��°e LC— LANDSCAPE CONSTRUCTION PLAN
Highland Ave _ -- — - ---- APPROVED
LC -2 LANDSCAPE CONSTRUCTION PLAN:
3. Layout of walkways but prior to installation - 72 hours.
. Y P uthern Pacific Railroad PREPARED FOR:
4. Layout of header but prior Lo installation - 72 hours. � Baseline Road
LE -1 LANDSCAPE ELECTRICAL PLAN -
e CITY ENGINEER R.C.E.
5. Layout of walls, sign walls, pilasters but prior to installation - � CITY OF FONTANA
72 hours.
Foothill Blvd
LI -1 LANDSCAPE IRRIGATION PLAN -
6.
Hwy '
6. When trees and shrubs are spaced for planting but before holes are -- - --
excavated - 72 hours. ; e ; L1-2 LANDSCAPE IRRIGATION PLAN
7. At deliver of all plant materials to the site - 72 hours. • : g > < CITY
N0. REVISIONS BY DATE APPROVAL DATE
Y P c c < a.
Y - LP -1 LANDSCAPE PLANTING PLAN RECORD SET ,U,92 _77A
L. During entire irrigation installation to verify and inspect the > _ ; ; c i ADD: PHASE MAP NUMBER RAB 5%93'NIL
following (but not limited to): _ W W m `P-2 LANDSCAPE PLANTING PLANDA.
San Bernardino Freeway 1-10 _ -
a. Point of connections - 72 hours. -
b. Backflow prevention devices - 72 hours. LD- i LANDSCAPE CONSTRUCTION DETAILS 8101 CHERRY AVENUE/FOHTANA, CA 8233b/(714)888-2581
C. Trenchingfor pipes - 72 hours. (
d. Electrical connections - 72 hours. LD -2 �� tt 1� (ARCHWAY)
e. Control valves - 72 hours. LD -3 LANDSCAPE ELECTRICAL, DETAILS PREPARED BY:
f. Coverage - 72 hours. 'LD -4 LANDSCAPE IRRIGATION DETAILS
9. At pre -maintenance inspection - 5 days. LD -5 LANDSCAPE PLANTING DETAILS
_Landan esu n r10. At final ins ection 5 da s. OP Y ABBI��VIATIONS,
-230 16V"RT ,CENTER- DRIVE, SUITE 200/NEWPORT BEACH, CA 82860/(714)720-1.188
ALGIi. Align I.D. Inside Diameter
AUTO Automatic MAX Maximum
Center Line MIN. Minimum DATE:
C.M.U. Concrete Member Unit N.I.0 Not In Contract
EONC•. Concrete O.C. On Center
Cour. Cot,Ez �. E. Ped Hlevetion DECEMBER, 5,1988
C.O. Conduit I. Property Line
C.P. Corner Pilaster P.O.B. Point Of Beginning
D,G. Decomposed Granite P.S.I. Pounds per Square Inch
ELF' ElectrDia*etic PV PolyVinylChloride 'JUNE 2 6 . i 9 89
ELECT. Electrical PVC.
EQ. Equal R, RAD. Radius - -
EXIST. Existing SCH. Schedule
F.G.•• Finish Grade• SQ. Square
F.O.W. Face Of Wali' T.P. Top of Pilaster
F:S. Finish Surface T.W.. Top of Wall -
i
GND. Ground TYP. Typical
G.P.R. Callon Per Minute
HORIZ. Horizontal
DRAWING N0.:2266 SHEET NO.: I OF 14
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