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SHEET 2-s. MISCELLANEOUS DETAILz
VILLAGE OF HERITAGE
STORM DRAIN PLANS
ALONG
W. LIBERTY PARKWAY,DAY CANYON DRIVE & EAST AVENUE1111
Al EC,0141) DRAWING
The information on this drawing is obtained from others and
e or
must be verified in the field by anyone prior to se for
construction. HALL & FOREMAN, INC. Is notresponsible
above round
underground facility locations or depictions theabove
gr that
facilities can be readily seen and verified by parties
intend to 11se same.
IN THE
CITY OF FONTANA
COUNTY OF SAN BERNARDINO
CONSTRUCTION NOTES & QUANTITIES
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UTILITY NOTE
WATER CUCAMONGA COUNTY WATER DISTRICT
9461 San Dornardino Road
Cucamonga, CA 91730
(714) 987-2591
SAN BERNARDINO VALLEY
MUNICIPAL WATER DISTRICT
1350 South 'E' Street
San Bemyrtiino, CA
SEWER C17Y OF FONTANA
8353 Sierra Avenue
Fontana, CA 92335
(714) 350-7640
POWER SOUTHERN CALIFORNIA EDISON COMPANY
P.O. Box 788
300 N. Pepper Street
Rialto, CA 92376
Mr. Dave Jones
GAS SOUTHERN CALIFORNIA GAS COMPANY
16231 Valley Blvd.
Fontana, CA 92335
Mr. Lou Westfall
SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSION DIVISION
2191 E. Binh Street
Brea, CA 92621
TELEPHONE PACIFIC TELEPHONE
9000 Hellman Avenue
Rancho Cucairwnga, CA 91370
X,O.OED COit/sT A107 -E 24, ZO,2/, f 2
6EA1CRA! A107.5 77/ -l- I?C✓ OVAN7.
BODED 'iQEIOr?D Of,'�I�Y//f/G ti,41,4 rr
NO. I REVISIONS
ENGI , DATE A 000r
C -s
DATE
GENERAL NOTES
1. TIIE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SIIALL CONFORM TO THESE P;ANS ANI) TO
TIIE REQUIREMENTS OF THE CITY STANDARD SPECIF1CATIONSa PUBLIC WORKS DEPARTMENT.
CITY OF FONTANA,
2. CONSTRUCTION PERMITS SIIALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT
"k k 10 START OF ANY WORK WITIIIN THE CITY LIMITS,
3. STATIONING REFERS TO TIIE CENTERLINES OF STORM DRAINS EXCEPT WHERE OTHERWISE NOTED.
46 ALL EXPOSED CONCRETE SURFACES SIIALL CONFORM IN GRADE, COLOR AND FINISH TO AIL
ADJOINING CURBS AND SIDEWALKS.
S. NO CONCRETE SIIALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL IIAS BEEN PLACEDs
INSPECTED AND APPROVED.
6. All UNDERGROUND WORK SIIALL BE COMPLETED PRIOR TO PAVING OF STREETS.
7•' EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR
SIIALL of RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN TIIE
FIELD.
B. Till WALLS AND FACES OF ALL EXCAVATIONS GREATER TIIAN FIVE (5) FEET IN DEPTH SIIALL
BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER
EQUIVALENT MEANS. TRENCHES LESS TIIAN FIVE (5) FEET 1N DEPTH SIIALL ALSO BE
GUARDED WIIEN EXA14INATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
9. TIIE CONTRACTOR(S) SIIALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
4ORK AS DESCRIBED III NOTE 8 ABOVE FROM CAL/OSIIA,
10. ALL MANIIOIES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT'GRADE AND BROUGHT TO
FIN1SII GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT 15 IN PLACE.
11. IMMEDIATELY FOlLOW1NG REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB A`ID/OR GUTTER.
THE CONIRACT(91 SIIALL DILIGENTLY PURSUE THAT PORTION OF WORK TO COMPLETION.
12. AIL C.M.P. INSTAI.i.ATIONS AND CONNECTIONS SIIALL BE MADE PER MANUFACTURER'S .
SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS.
13, IF DURING CONSTRUCTIONS GROUND WATER IS ENCOUNTERED. A SYSTEM APPROVED BY THE
CITY ENGINEER SIIALL BE INSTALLED 10 O[WATCR SAID A41A AT Till 9111ECTION OF THE
SOILS ENGINEER.
14, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF TIIE CITY'S INSPECTOR.
15. All EXPOSED METAL -SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY
STANDARD SPECIFICATIONS.
16. AS BUILT PLANS SIIALL BE PROVIDED TO TIIE CITY BY T11E CONTRACTOR)
Q 17. TU6 COAITI2ACTO)e 5PAI,L, J56 x012 kAUL IM6 AWAY AND vlSanyAl. or
kMOVAI, I?fM5 t0 A I,66AI� Ar_t,A,
16. ALL LANDSCAPE, IRRIGATION, CURB a GUTTER, PAVEMENT AND OTHER EXISTING IMPROVEMENTS
DAMAGED DURING CONSTRUCTION SHALL BE RETURNED TO ORIGINAL CONDITION AT THE
CONTRACTORS EXPENSE PRIOR TO FINAL ACCEPTANCE OF IMPROVEMENT CONSTRUCTION.
PRIVATE ENGINEERS NOTICE TO CONTRACTOR
1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS.
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE
LOCATION AND EXTENT.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF
EXISTING GROUND AND%OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED
CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED
BEFORE STARTING WORK.
4. THE CONTRACTOR SIIALL UNCOVER ALL UTILITIES THAT HE, MAY BE JOINING, CROSSING
OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL
LOCATIONS. ANY CONFLICT OR DISCREPANCY SIIALL BE BROUGHT TO THE ENGINEER'S
ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION.
Underground Service Alert-
CoWTOLL
FREE
110800
A22.4133
TWO WORKING DAYS BEFORE YOU DIG
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L $170 RIFN I LL AYE. COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
PREPARED UNDER THE SUPERVISION OF:
OHN C. HOGAN R.C.E. 26229 DATE
BENCH MARK FWE 1
l)SCGS '& STATION "PACFI.' 1963.90'±FLY. OF
nA1LROAD TRACKS AND 213'!SI.Y. OF CI_ BASELINE.
1. 1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. # 364
dr
ELEVATION 1301.54'
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Ass STORM DRAIN PLANS
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AS/KWov TITLE SHEET
JCH
JOB N0.
3810-20 APPROVED
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SCALE:
HORIZ.: 1" = 401
VERT.: 1"= 4'
DATE:
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