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1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PIANS, THE CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOKS ALL REFERENCE SPECIFICATIONS
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN
BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEER DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL
(909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC
ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL, OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE
DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED
MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF
THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE OPERATE ANY FIRE HYDRANT OR WATER MAIN
VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE
WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
THATTI@TT0 MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT
ALL TIMES. A MINIMUM 12 FOOT LANE SWILL BE MAINTAINED AT ALL TIMES IN THE
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHAD_ PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-
WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF
FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO MATCH EXISDNG CONCRETE
27. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB
AT THE LOCATION OF THE SEWER LATERAL
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND RDNFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS
TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER,
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE
CITY ENGINEER.
37. CATCH BASIN COVERS/GRATES SHALL BE TRAFFIC RATED.
BENCHMARK:
CHISELED SQUARE NI WEST CURB RETURN N.W. CORNER
SLOVEN k CITRUS AVENUE ELEV - 1067.73
THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE
BEARINGS OF OLIVE AVE AS N 00'00'52* E AS SHOWN ON PM
19362 BOOK 240/42-43.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT AND STORM DRAIN PLAN
PARCEL MAP 19672
SPECIAL NOTES:
THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL
OF ANY OF THE FOLLOWING NOTES, AND THE CITY SHALL NOT BE HELD RESPONSIBLE
FOR THEIR ENFORCEMENT:
1. NEITHER THE OWNER NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES OR
REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING TRENCH SHORING AND TRAFFIC CONTROL, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS, AND REGULATIONS.
2. THE CONTRACTOR SHALL ADJUST ALL EXISTING FACILITIES TO FINAL GRADE AT NO w� 'I �p
ADDITIONAL COST TO THE CITY. FX L
3. THE CONTRACTOR SHALL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING SCALE: 1'=100'
FACILITIES THAT INTERFERE WITH THE WORK HEREON AT NO ADDITIONAL COST TO THE
CITY OR DEVELOPER.
4. THE CONTRACTOR SHALL REMOVE, REPLACE, AND/OR RELOCATE ALL EXISTING
LANDSCAPE, HARDSCAPE, IRRIGATION SYSTEMS, UTILITIES, AND/OR RELATED
IMPROVEMENTS WHICH CONFLICT IN ANY WAY WITH THE INSTALLATION OR FUNCTION OF
THE PROPOSED IMPROVEMENTS AT NO ADDITIONAL COST TO THE CITY.
Ll z• r • • 11L11
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND
ANY DAMAGE TO THESE LINES OR STRUCTURES.
'CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR , UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES
TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS.'
FDD( Of SI-EEr�
1 TITLE SHEET
2 OLIVE AVENUE STREET PLAN
QUANTITY NOTE.
AB
AGGREGATE BASE
NTY
NORTHERLY
THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY
AC
ASPHALTIC CONCRETE
N
NORTH
FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE
BC
BEGIN CURVE
NTS
NOT TO SCALE
CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF EARTHWORK AND
BCR
BEGIN CURB RETURN
OC
ON CENTER
IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND
CL
CENTER UNE
OD
OUTSIDE DIAMETER
CONTRACT(S).
CB
CATCH BASIN
PCC
CIVL ENO's NOTICE TO CONIMAC:TOR
CSP
CORRUGATED STEEL PIPE
R
RADIUS
DW
DOMESTIC WATER
RCP
1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THEIR PLANS ARE
EA
EACH
RT
RIGHT
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
EC
END CURVE
RW
RECLAIMED WATER
EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION- ANY MEASURES TO
ECR
END CURB RETURN
R/W
RIGHT OF WAY
PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN
ELY
EASTERLY
S
SOUTH
ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES.
EX
EXISTING
SO
STORM DRAIN
FG
FINISHED GRADE
SF
SQUARE FEET
2. THE CONTRACTOR AGREES THAT HE WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
FL
FLOW LINE
SLY
SOUTHERLY
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
FNC
TOP OF FENCE
SS
SANITARY SEWER
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
FS
FINISHED SURFACE
STA
STATION
LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR
FW
FIRE WATER
STD
STANDARD
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY.
HP
HIGH POINT
TC
TOP OF CURB
ID
INSIDE DIAMETER
IF
TOP OF FOOTING
3. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF
INV
INVERT
TG
TOP OF GRATE
SATISFYING DISTRICT PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE
JS
JUNCTION STRUCTURE
TRW
TOP OF RET. WALL
OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S)
LT
LEFT
IS
TOP OF SLOPE
4. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON
MIN
MINIMUM
TYP
TYPICAL
PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR
MISC
MISCELLANEOUS
W/
WEST/WITH
TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER.
MH
MANHOLE
W
WITH
W'LY
WESTERLY
PREPARED BY:
C&V CONSULTING,INC.
CIVIL ENGINEERING
LAND PLANNING AND SURVEYING
6 ORCHARD STE 200
LAKE FOREST, CALIFORNIA 92330
PHONE (949) 916-3800
FAX (949) 916-3805
D
OA2K-:,�mT I AAO
DIALTWO WORKING
BEFORE011-800-227-2600
DAYS BEFORE
YOU DIGYOU DIG
TOLL FREE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
REV, REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
ELECTRICITY:
SOUTHERN CALIFORNIA EDISON CO.
DISTRIBUTION PLANNING
7951 REDWOOD AVENUE
FONTANA, CA 92335
PHONE: (909) 357-6221
CONTACT: JOHN RUSSELL
CCAS:
SOUTHERN CALIFORNIA GAS CO.
DISTRIBUTION PLANNING
16231 VALLEY BOULEVARD
FONTANA CA, 92335
PHONE: (909) 428-8411
CONTACT. GREG GASPER
WATER:
FONTANA WATER COMPANY
8440 NUEVO AVENUE
FONTANA CA, 92334
PHONE: (909) 882-2201
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA CA, 92335
PHONE: (909) 350-6632
VICIMTY MAP
NTS
ADELPHIA COMMUNICATIONS:
1260 DUPONT STREET
ONTARIO, CA 91761
PHONE: (909) 390-4738
CONTACT: LEWIS MCDONALD
MARKS CABLEVISION:
FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT
4240 HALLMARK PARKWAY
SAN BERNARDINO, CA 92407
PHONE: (909) 880-0220
CONTACT. JOE DEARMAN
VERIZON CALIFORNIA. INC.:
13911 PARK AVENUE
SUITE 200
VICTORVILLE, CA 92392-2407
PHONE: (760) 245-0846
CONTACT. IVAN ROBIDOUX
WILTEL. INC.:
FIBER-OPTIC TELECOMMUNICATIONS
LAS VEGAS, NEVADA TO LOS ANGELES, CA
UPLAND, CA 91786
P.O. BOX 21348, MD 26-3
TULSA, OK 74121
PHONE: (918) 588-3397
PHONE: (909) 947-9441 (LOCAL CONTACT)
LOCAL CONTACT: JERRY KENNEDY
STFT MOVELIM NOTES OUANTITY ESTIMATES
0- SAWCUT, PROTECT VERTICAL EDGE THROUGHOUT DURATION OF PROJECT .. . . . . . . . . . . . . . . . . . . 665 LF
2o- INSTALL 8' MIN ASPHALT PAVEMENT OVER 12' MIN OF 95% COMPACTED NATIVE IN
ACCORDANCE TO THE SOILS REPORT. ALL TRENCH REPAIR BEYOND CENTERUNE
SHALL BE PERFORMED PER CITY OF FONTANA STD. 1008.
3� INSTALL 8' CURB AND GUTTER PER CITY OF FONTANA STD 1000. .
4O- INSTALL 4' THICK PCC SIDEWALK PER CITY OF FONTANA STANDARD 1006. .
5�- INSTALL CITY OF FONTANA STANDARD STREET LIGHT, SEE STREET LIGHT PLAN. .
ADJUST TO GRADE ITEM AS NOTED .. . . . . . . . . . . .
7�INSTALL CITY OF FONTANA STD 3000 UNDERWALK DRAIN, WIDTH AS SHOWN.
8a- INSTALL CITY OF FONTANA STANDARD DRIVEWAY, WIDTH AS SHOWN.
9_- GRIND 2' AND OVERLAY 2' TO THE LIMITS SHOWN.
• \ Exp. 6/30/2018 /
Prepared Under The Supervision Of :
W SCARPATI P.E. 33520
DRAWN BY:
DSK
DSK
VS
1015 SF
665 LF
3325 SF
6 EA
4 EA
4 EA
840 SF
6856 SF
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
SCALE:
PM 19672 AS SHOWN
DATE
8FET 12/12/16
!
DATE - y- DRAWING NO.: '
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3INEER594 R.C.E..E. 51152 2