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TRACT 13219
MILLER AVENUE
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LOCATION MAP
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+ Construction contractor agrees, that in accordance with generally accepted -construction-
practices, construction contractor will be required to assume sole and complete responsibility for ? I
job site conditions during the course of construction of the project, including safety of all persons .�� 1 UNAUTHORIZED CHANGES & USES: The.engineer preparing
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California Council J I i
and property; that this requirement shall be made to apply continuously and not be limited to . . these plans will not be responsible for, or liable for, unauthorized
normal working hours, and construction contractor further agrees to defend, indemnify and hold .,of -Civil EnginQQa
design professional harmless from any and all liability, real or alleged, in connection with the andSufu ofi changes to or uses of these plans. All changes to the plans must be
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performance of work on this project, excepting liability arising from the sole negligence of design': in writing and must be approved by the preparer of these plans.
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STORM DRAIN PLANS
FOR
LINE " A" 8 LINE
TRACT N0. 13596
I N THE
CITY OF FONTANA
" B "
COUNTY OF SAN BERNARD I NO
CONSTRUCTION NOTES & QUANTITY ESTIMATES
NO.
DESCRIPTION
UNI TP1/8/_/C_PRiVArE
OUANT/T/ES
QUAN7/7"165
2/
CONSTiQUCT /8" R0R.
L.F
CITY OF FONTANA
ZZ
CON.STiQUCT 2¢" �F. C. P — 55
L. F
C7143 350-7540
Z3
CONSTRUC T 30 "' RC. P t �7)
• F
79
33
24
C0N57TRUC7_ 34a " RC. P
L . F
. 4.5
MR. DAVE JONES
25
CONSTRUCT ¢2" RC.P
L.F.
1385
26
CONSTR[/CT 45"R. C. P
L . F
10.00
PACIFIC TELEPHONE
27.
CONSTRUCT 7UAICT/OA/ STRUCTURE PER DETAX `A"
EA.
.3
28
CONSTRUCT a7ZINCT/ON STRUCTURE PER DETAIL "B"
EA.
l
2 9
PLUG END OF R. C. P. SOLID I
Ems.
30
CO/V57'RUCT CATCH BAS1/V PER CITY of
rO/1/TANA -,5TD. PLAN NO: /2/ _
EA.
6
3/
CONS TRUCT NWANNOL E •N0.2 PER OETA/L 6
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8
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UTILITY NOTES:
WATER:
CUCAMONGA COUNTY WATER DISTRICT
9461 SAN BERNARDINO ROAD
CUCAMONGA, CA 91730
C7143 987-2591
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
C7143 350-7540
POWER:
SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX 788
300 N. PEPPER STREET
RIALTO, CA 92375
MR. DAVE JONES
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
15231 VALLEY BLVD.
FONTANA, CA. 92335
MR. LOU WESTFALL
TELEPHONE:
PACIFIC TELEPHONE
9000 HELLMAN AVENUE
RANCHO CUCAMONGA. CA 91370
GENERAL NOTES:
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS. PUBLIC WORKS DEPARTMENT. CITY OF FONTANA.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FORM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE
CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT
WHERE OTHERWISE NOTED.
4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR
AND FINISH TO ALL ADJONING CURBS AND SIDEWALKS.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL
HAS BEEN PLACED. INSPECTED AND APPROVED.
5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING
OF STREETS.
7. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIVLE FOR VERIFING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
8. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN FIVE [5]
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM.
SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES
LESS THAN FIVE [5] FEET IN DEPTH SHALL ALSO BE GUARDED WHEN
EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
9. THE CONTRACTORS] SHALL ALSO OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE
FROM CAL/OSHA.
10. ALL MANHOLES SHALL BE CONSTRUCTED 5" BELOW PAVEMENT GRADE
AND BROUGHT TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER
PAVEMENT IS IN PLACE.
11. IMMEDIATELY" FOLLOWING REMOVAL OF EXISTING PAVEMENT OF DIKE
OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE
THAT PORTION OF WORK TO COMPLETION.
12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE
PER MANUFACTURE'S SUGGESTED METHOD UNLESS OTHERWISE
SPECIFIED ON THE PLANS.
13. IF DURING CONSTRUCTION. GROUND WATER IS ENCOUNTERED. A
SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED
TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE
WITH THE CITY STANDARD SPECIFICATIONS.
16. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE
CONTRACTOR.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES
OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH
OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT
AS SHOWN ON THIS MAP.
THE CONTRACTOR IS. -REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES -OR STRUCTURES SHOWN AND OTHER UTILITIES
OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSI-
BILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED
BEFORE STARTING WORK.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND
HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY
REAL AND ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE OWNER OR THE ENGINEER.
NOTE: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR.
OR LIABLE FOR. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS.
TITLE SHEET STORM DRAIN LINE "A" 8 "B" - 8120,22]PF: 13020 596 22 -Jul -87 1.1:42 / 130.20-1