HomeMy WebLinkAbout1293-1GENERAL NOTES,
iNESE PLANS AND
I. ALL WORK SHALL BE IN CONFORMANCE WITHATHE CITY OF
FONTANA STANDARD SPECIFICATIONS FOR PUBLIC WORK A COPY
OF WHICH SHALL BE KEPT ON THE JOB SITE.
2. CONTRACTOR SHALL OBTAIN PERMIT FROM THE SAN BERNARDINO
COUNTY FLOOD CONTROL DISTRICT FOR WORK WITHIN THEIR
EASEMENT.
3. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN
DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE TRUE LOCATION OF ANY EXISTING UTILITIES
AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OF
DAMAGE THERETO.
4. PRIOR TO THE PLACEMENT OF ALL THE IMPROVEMENTS, THE
DEVELOPER'S SOIL•ENGINEERS SHALL CERTIFY IN WRITING TO
THE COUNTY INSPECTOR THAT THE STORM DRAIN SUBGRADE AND
THE SOIL BEARING CAPACITY ARE OF ADEQUATE STRENGTH TO
SUPPORT THE STRUCTURES AND ANY ANTICIPATED LOADS.
5• ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF
CALIFORNIA CONSTRUCTION SAFETY ORDERS.
6. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE
COMPACTION AND 95% FOR STRUCTURAL BACKFILL AS
DETERMINED BY CALIFORNIA TEST METHOD 216 E.
7• ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES
SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH
THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY THE
CITY'S INSPECTOR.
8. FILTER MATERIALS SHALL BE PLACED PER DETAIL BELOW
RIP -RAP AS SHOWN IN DETAIL. THE FILTER SHALL BE
POLY -F ISEA GB -
9.
B•9. THE CONTRACTOR SHALL NOTIFY THE CITY OF FONTANA AND
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT AT LEAST
2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION.
10. R.C.P. SHALL CONFORM TO APPL I CABL F: A. S .T.M•
STANDARDS.
11. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
SOIL ENGINEER
THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED
AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDAIONS
AS OUT I NE D- I N OUR SO I LS REPORT C.H.J. JOB NO. 85985-3
DATED 11/20/85 , THIS SOILS REPORT SHALL BE
CONSIDERED AS PART OF'THIS PLAN AND ALL GRADING WORK SHALL
BE IN ACCORDANCE WITH SAID REPORT.
\J� t l 20 05
LEUER t R.C.E. 34699
D A"T E
VILLAG OF HERITAGE,,
CHASE 1
:INTERIM BOX CULVERT CROSSING'
BASELINE ROAD & ET1W N' A CREEK
CONSTRUCTION NOTES:
OCONSTRUCT QUADRUPLE 121X 121 R.C.B. WITH 101 PER STATE OF
CALIFORNIA DEPT. OF. TRANSPORTATION STANDARD PLAN NO. 5 D81 & D83
WITH "FLAT INVERT", SQUARE ENDS, AND EXPOSED STEEL AS SHOWN IN
PROFILE SHEET NO. 2, AND MODIFIED PER NOTE BELOW.
Oe,ll� 6TRWGT-e9BLE 61X 61 R.C.B. WI TH 101 PER STATE OF GAI TFODNI A
L -Fie OF TRANSPORTATION STANDARD PI.AN Ne.
5 D81 & D83 WITH FLAT
1 AIV ERT AND
MODIFIED
OD TSI F I ED PER
AIG TE BELOW. -
CONSTRUCT
E1 O1.f.-CONSTRUCT BOX CULVERT WINGWALL TYPE 11A" PER STATE OF CALIFORNIA
DEPT. OF TRANSPORTATION STANDARD PLAN NO. D84,' AND MODIFIED PER
NOTE BELOW.
CONSTRUCT GROUTED RIP RAP 31 THICK, D50 SIZE 1 TON.
OREGRADE CHANNEL BOTTOM AS SHOWN.
TCONSTRUCT CUT-OFF WALL PER STATE OF CALIFORNIA DEPT. OF
TRANSPORTATION STD. PLAN NO. D84.
TCONSTRUCT TUBULAR HAND RAILING ALONG ENTIRE LENGTH OF PARAPET,
PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STD. PLAN NO.
1311-51.
G) CONSTRUCT TEMPORARY GUARD RAILING PER S.B. CO. STD. 308.
NOTE:
SOIL ENGINEER
MINIMUM CLEARANCE BETWEEN THE STEEL AND INVERT SHALL BE 4111,
AND BETWEEN THE STEEL AND CULVERT WALLS SHALL BE 311•
C.H.J.
1355 E. COOLEY DR.
COLTON, CA 92324
(714) 824-7210
COUNTY OF SAN BERNARDINO
TRANSPORTATION DEPARTMENT
APPROVED BY
LAND DEVELOPMENT ENGINEER
COUNTY ENGINEER
DATE
DAT E
IN THE
CITY OF FONT -ANA
COUNTY OF SANI'BERNARDINO.
1 CU. FT OF OPEN ORADE'O GRA 1/EL
SNCL 05E"O /N F'/L TER F,q 8R/C �y p
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6
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6reANl1LAR M,4TE/F44L FOR T
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SUBDRAIN DETAIL
NOT 7"O .5C/I4E
ZL RECORD DRAWING
The information on this drawing is obtained from others and
must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use same.
NOTE
ALL SAN GABRIEL VALLEY MUNICIPAL WATER LINES AND
APPARATUS SHALL BE PROTECTED IN PLACE. CONTRACTOR
SHALL NOTIFY THE SAN GABRIEL VALLEY MUNICIPAL WATER
DISTRICT, MR. BOB STALLINGS AT (818) 969- 791 11 24 HOURS
BEFORE COMMENCING CONSTRUCTION.
REVISIONS
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BAS E LINE // �� ROAD =
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MILLER AVE.
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COUNTY OF SAN BERNARDINO
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LOCATION MAP
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STRUCTURAL EXCAVATION & BACKFILL
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BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
EAST AVENUE N,00011'30"E. PER RECORD OF SURVEY RECORDED
IN BOOK 2, PAGE 62 OF RECORDS OF SURVEY, RECORDS OF SAN
BERNARDINO COUNTY) CALIFORNIA,
BENCH MARK NO, 364
USCGS "A" STATION "PARCEL” 1963, 108'± EAST OF R, R,
ON BASELINE ROAD, SET 9-67,
ELEVATION 1301,63
Construction contractor agrees that in accordance with generally accepted construction
practices, construction contractor will be required to assume sole and complete responsibility for
job site conditions during the course of construction of the project, including safety of all persons Colifornio Council
and property; that this requirement shall be made to apply continuously and not be limited to Ore;VII �fl If1QQfi
corking hours, and construction contractor further agrees to defend, indemnify and hold N
rofessional harmless from any and all liability, real or alleged, in connection with the brand Smeyoff,
ince of work on this project, excepting liability arising from the sole negligence of design
anal.
;--yJ�OFry►�1�o� CITY OF FONTANA, CALIFORNIA
cA�
PUBLIC WORKS DEPARTMENT
DRAWN BY BOX CU LV ERT CROSSING SCALE
/1. ♦ A.S. HORIZ. I11= 40'
- AT- ,
3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777 DESIGNED 8 VERT.: I„ = 4
CIVIL ENGINEERINGWS. BASELINE RD. a ETIWANDA CREEK
LAND PLANNING LAND SURVEYING CHECKED BY DATE
FOR FONTANA WEST END
PREPARED UNDER THE SUPERVISION OF: J T,� _ 01-16-8G
JOB NO•APPROVED - �/� _ _, � � DR. N0. SHT. N0.
3532
ROBE T C. IMSANDE, R. C. E. 25609 DATE CITY ENGINEER R.C.E. 18932 12 9 3 I of 3