HomeMy WebLinkAbout2251-1CONSTRUCTION NOTES & ESTIMATED QUANTITIES
CONST.
DESCRIPTION
•
QUANTITY
UNIT
NOTE NO.
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THE ESTIMATES OF QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE
PURPOS.-
OF SATISFYING PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM. AN
INDEPLNDENT ESTIMATE OF ALL QUANTITIES AS A BASIS FOR HIS BIDS AND CONTRACTS.
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS AND
STANDARD PLANS OF THE CITY OF'FONTANA PUBLIC WORKS DEPARTMENT
DATED 1975.
2. INSPECTION TO BE CALLED FOR THROUGH THE CITY OF FONTANA (714-823-
3411) 24 HOURS PRIOR TO STARTING WORK.
-
3. ALL UTILITY COMPANIES TO BE GIVEN 48 HOURS NOTICE PRIOR TO
WORKING AROUND THEIR FACILITIES.
4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL OBTAIN PERMITS FROM
THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT.
5. DUST CONTROL SHALL CONFORM TO THE PROVISIONS IN SECTION 10 OF THE
STANDARD SPECIFICATIONS AND AS HEREINAFTER SPECIFIED.
6. THE RIBBON GUTTER IS TO PROVIDE FOR NUISANCE FLOWS.
7. THE BOTTOM OF THE DESILTED BASIN TO BE GRADED AS REQUIRED TO
DRAIN TOWARD*RIBBON GUTTER TO PREVENT PONDING.
8. THE EXISTING DETENTION BASINS SHOWN PRIOR TO PROPOSED MODIFICATION
WERE OBTAINED FROM THE FOLLOWING PLANS ON FILE AT THE CITY OF
FONTANA.
BASIN NO. 1 - TRACT NO. 10906-1, DWG. NO. 1208, SHEET 7 OF 7
' CONS.TRi.TCTION NOTES
O12"x12"x6"H CONCRETE BLOCK PILASTER @ 10'-0" O.C.
_
(SEE PLAN FOR LOCATION)
:2 GRANITE COBBLE ROCK VENEER ON ALL SIDES AND TOP OF
PILASTER CONCRETE BLOCK. -
WASHED GRANITE RIVER COBBLE ROCK (APPROX. 3" TO 8"
DIAMETER) SET IN 2" SAND BASE WITH A DRY 50% SAND
AND 50% CEMENT MIXTURE WASHED INTO SET ROCK.
TWO (2) NUMBER 3 REBAR VERTICAL IN EACH PILASTER.
Q5 CONCRETE FOOTING
1" SQUARE WROUGHT IRON POST SET INTO CONCRETE
FOOTING AT 10'-0" O.C.
O7 WROUGHT.IRON FENCE PANELS WITH 1" SQ. TUBE FRAMES &
3/8 SQ. PICKETS AT 4 O.C. PAINTED WITH TWO (2)
COATS OF FLAT BLACK RUST-O-LEUM PAINT.L/JNL,�FS
-
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PILASTER /FENCE DETAIL
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PRIVATE
SAFETY RESPONSIBILITY
Contractor agrees that he shall assure sole and ccuplete responsi-
bility for job site conditions during the oxwse of 'on of
this project, including safety of all parsons and property, that
the requirements sill apply continuously arra not be limited to
norml marking hours; and that the Cantractror shall defend, inden-
nify and hold the Owner and the Engineer harmless fro, any and all
liability, real or alleged, in cornection with the performance of work
on this project, excepting for liability arising from the sole neq-
liaence of the Owner or the t.twt�sc.�PF �►RGN1Tt T• - _.�
° KENNETH A. ANDREW A S.L A.
LANDSCAPE ARCHITECTURE / PLANNING
Studio Five
6 Morgan, Suite 100 • Irvine, Califomia 92718
License No. 1460 .Califomia • . No. 24328 Arizona • No: 220 Nevada
• (714) 472-1175
NOTICE TO CONTRACTORS
RAMONA
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EXISTING UNDERGROUND STRUCTURES
The existence and location of any and pipes car structures
shown on these plans was obtained by a search of available records.
Th the best of our knc wledge there are no existing utilities except
as shown on these plans. The -Contractor is required to take due
precautionary measures to protect the existing utility lines and any
lines not of record or not shown on these plans.
BASIS OF BEARINGS:
N 00-02-39 W ALONG CENTERLINE OF ALMERIA AVENUE
PER PARCEL MAP NO. 3218, P.M. BOOK 29, PAGE 15,
SAN BERNARDINO COUNTY.
BENCHMARK:
NO.508 - IRON PIPE AT THE . INTERSECTION MILLER AVENUE
AND TOKAY AVENUE. ELEV. 1342.37
10' 09 10' 209 309
GRAPHIC SCALE
THESE PLANS WERE PREPARED IN THE OFFICE OF:
I NNFT'H 4 ANDREW a s r..a
LANDSCAPE ARCHITECTURE / PLANNING
Studio FYue
REVISIONS
DATE - I DESCRIPTION ■
D R A�I W/��N::
f5` ^
DESIGNED:
DS
CHECKED.
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SCALE:
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VICINITY MAP
NOT TO SCALE
CITY OF FONTANA, CALIFORNIA
DETENTION -BASIN SHEET NO.
FE I 1
NC NG
ALMERIA AVE. & gwr:�F 1
RAMO-NA DR. �� Isl-gyp- of SHEETS
DWG. NO.
APPROVED: • , • �r-G�.�c . _ DATE: 7- 93 �% l
CITY ENGINEER R_C.E. No. 4b«v i
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