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J URUPA
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TRACT N0. 126820-1 N0.
TRACT N0.
2682002
2682
FONTANA, CALIFORNIA
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NATIVE SOIL
TYPICAL. STREET SECTION
NO SCALE
WOODLAND DRIVE
BENCH MARK
RR SPIKE ON PP No. 674320E
AT THE' INTERSECTION OF JURUPA
AVENUE AND MULBERRY AVENUE
ELEV. 918.40
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS
BEEN PLACED, INSPECTED AND APPROVED.
is? THE WALLS AND FACES OF ALL EXCAVATIONS 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 ,N
DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND
MOVEMENT MAY BE EXPECTED.
1�a THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION 01
TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE FROM CAL/OSHA.
IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB
2C AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OR
WORK TO COMPLETION.
�-1 IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED
BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE j
DIRECTION OF THE SOILS, ENGINEER.
22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE '
CITY'S INSPECTOR. f
93 ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE
CITY STANDARD SPECIFICATIONS.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
NO.
STORM DRAIN QUANTITY ESTIMATES
♦
�.
ITEM
9
QUANTITY
UNIT
CONSTRUCT
JUNCTION STRUCTURE PER DETAIL ON
___ _ ' :
SHEET NO.
5
1
EA
CONSTRUCT'STORM
DRAIN CLEAN OUT PER CITY STANDARD
NO. 112
_[MANHOLE--CO%4L95-_TO �GL�ADE___ PER CITY _.QF_FONTANA _ _ _
__5TXNDAKD__QETAIk.'::_IOC_
4
EA
CONSTRUCT
PIPE CLOSURE PER DETAIL ON SHEET NO.' 5
a 4
EA
CONSTRUCT
21" R.C.P. 1200—D
537
LF
CO-STRUCT
18" R.C.P. 1800—D 1
792
LF
EA.
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
NO.
ITEM
QUANTITY
UNIT
(D
—CONSTRUCT CURE)- ANIZGU—rTLK- W- C.F- PER CITY- OF FONTANA_ _ _ _-
DETA L�:VI ---
2—
O—T-RUCT--__2t2"_ A�C. -OVER_:I-2" CONiPAGTED--NATIVE._ i
___ _ ' :
--_CQIV5TRU-CT•
.4'':T-NICK-40NCRETE. 51QEWALK..WID.TN _ANI? .LOCATION
_ --
ADJLI-'5T_VALVL:_C0_VE.R TQ. NEW GRADC,
-AaJU5T
_[MANHOLE--CO%4L95-_TO �GL�ADE___ PER CITY _.QF_FONTANA _ _ _
__5TXNDAKD__QETAIk.'::_IOC_
_
__CONSTRUCT DARRI-CADE. PEr� CITY OF FONTANA .STANDARD______.
DETi1L
__
CQN5TRV_CT___DRIV.EV` AY._ PER._.CITY_ OE _FONTA-NA-=c6TXWDAR0 :
f� ,TALI.:-[QZ - NI.QQIF[ED: PER_ -5, ELT ::N0—,
®
C0N T RUC.`... PI Ft' CWWRE PER: D TAIL ON SNtET N0.5
q
EA.
GENERAL CONSTRUCTION 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. REFER TO DEFINITIONS AND
TERMS IN CITY STANDARD SPECIFICATIONS.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS
DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE
NOTED.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5,� ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL
ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
8, EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE
CONTRACT01, SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND
ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO
ANY WORK.
9. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED
GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING
CONTRACTOR AFTER COMPLETION OF PAVING.
10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED
GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING
CONTRACTOR AFTER COMPLETION OF PAVING.
11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD
DETAIL 129.
12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION;WJTH ALL UTILITIES
AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE,
FLOOD CONTROL SYSTEMS, ETC.
13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY -OF
FONTANA.
14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE
CITY OF FONTANA STANDARD DETAILS.
15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL
IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S
REPRESENTATIVE.
16. STER-ILANT REQUIRED UNDER ALL A,C. PAVEMENT.
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 IATUR-E
OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THEVICINITY 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 SHALL 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 SHALL
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.
:.::CITY ENGINEER