HomeMy WebLinkAbout5833-1DocuSign Envelope ID: 0845DECD-44B2-40C8-BF44-55FF36DD393C
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PROJECT OWNER
PROJECT DEVELOPER:
APPLICANT:
RICH MORTENSEN
PATRICK 0. FIEDLER, P.E.
4235 BRADFORD ST.
FIEDLER GROUP
LA VERNE, CA 91750
(213) 381-7891
299 N. EUCLID AVE., STE. 550
PASADENA, CA 91101
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS BASED ON THE CENTERLINE OF SIERRA AVENUE, AS
SHOWN ON TRACT NO. 15686-3 277/22-24 BEING NORTH 00°27'22" WEST
BENCHMARK
BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER 343,
NORTH OF HIGHLAND AVENUE, 0.2 MILES WEST OF SAN SEVAINE ROAD, 2.65 MILES
WEST OF SIERRA AVENUE.
FLOOD STATEMENT
BY GRAPHIC PLOTTING ONLY, SUBJECT PROPERTY LIES WITHIN A SHADED FEMA
FLOOD ZONE 'X', DEFINED AS "AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF
1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR
WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY
LEVEES FROM 1% ANNUAL CHANCE FLOOD. AS NOTED ON FEMA FLOOD
INSURANCE RATE MAP NUMBER 06071C7920H, EFFECTIVE ON AUGUST 28, 2008.
CONSTRUCTION NOTES
STORM DRAIN IMPROVEMENT PLANS
LEGAL DESCRIPTION
THE LAND IS SITUATED IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO,
STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
PARCEL A AS SHOWN ON CERTIFICATE OF LOT LINE ADJUSTMENT LLA NO. 17-006,
AS EVIDENCED BY DOCUMENT RECORDED MAY 03, 2018 AS INSTRUMENT NO.
2018-0162452 OF OFFICIAL RECORDS, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
THE WEST 490.00 FEET OF THE SOUTH ONE HALF OF THE NORTH ONE HALF OF LOT
3, BAIRD PARK ACRES, FILED IN BOOK 19, PAGE 92, OF MAPS, RECORDS OF SAN
BERNARDINO COUNTY.
EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF FONTANA BY
GRANT DEED RECORDED SEPTEMBER 26, 2002 AS INSTRUMENT NO. 2002-0508848,
OF OFFICIAL RECORDS.
APN: 1119-221-25-0-000 AND 1119-221-26-0-000
LEGEND, SYMBOLS &DESCRIPTION
CONSTRUCTION NOTES:
QTY.
A/C
- ASPHALTIC CONCRETE
APN
- ASSESSORS PARCEL NUMBER
O CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3009
1 EA.
BFD
- BACK FLOW DEVICE
CASE 1. SEE JUNCTION DETAIL ON SHEET 2.
BR
- BIKE RACK
BW
- BLOCK WALL
2 INSTALL 18" RCP STORM DRAIN (1800-D LOAD)
34 L.F.
CONC.
- CONCRETE
CB
- CATCH BASIN
CHKD.
- CHECKED
O TRENCH, EXCAVATE AND BACKFILL PER CITY STD. 1008.
106 S.F.
D/W
- DRIVEWAY
E.
- EAST
EMC
- ELECTRIC METER CABINET
EM
- ELECTRIC METER
ELEC
- ELECTRIC
EV
- ELECTRIC VAULT
FSC
- FIRE SERVICE CONNECTION
FP
- FLAG POLE
GM
- GAS METER
LP
- LIGHT POLE
MH
- MANHOLE
N
- NORTH
OH
- OVERHANG
PB
- PULLBOX
PS
- PARKING STALLS
PSN
- PARKING SIGN
PIV
- POST INDICATOR VALVE
P.L.
- PROPERTY LINE
PMB
- PARCEL MAP BOOK
S
- SOUTH
SDMH
- STORM DRAIN MANHOLE
(TYP)
- TYPICAL
W
- WEST
W/
- WITH
O LS
LARGE SIGN POST
❑ CB
CATCH BASIN
❑ DI
DROP INLET
O LP
LIGHT POLE
O M
PARKING METER
ODI
DROP INLET
o S
SIGN
-10+- FH
FIRE HYDRANT
S
SEWER LINE
G
BURIED GAS LINE
W
BURIED WATER LINE
OH
OVERHEAD WIRES
--r-��
SCREEN WALL
RETAINING WALL
w�
TREE LINE
BRUSH LINE
(N)
NEW / PROPOSED
(E)
EXISTING
C/L
CENTER LINE
P/L
PROPERTY LINE
R/W
RIGHT-OF-WAY LINE
(N) CURB & GUTTER/
CURB OPENING
FOR
FONTANA EXPRESS CAR WASH
6233 SIERRA AVENUE
FONTANA, CA 92336
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FS-HEET INDEX
SHEET NO.
SHEET TITLE
SHEET NO.1
COVER SHEET
SHEET NO.2
STORM DRAIN IMPROVEMENT PLAN & PROFILE
UTILITY CONTACTS
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A
MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
AT&T:
(510) 645-2929
CITY OF FONTANA:
(909) 350-7610
TIME WARNER CABLE:
(909) 975-3398
SOUTHERN CALIFORNIA GAS COMPANY:
(909) 335-7583
WEST VALLEY WATER DISTRICT:
(909) 875-1804
SOUTHERN CALIFORNIA EDISON COMPANY:
(909) 928-8270
INLAND EMPIRE UTILITIES AGENCY:
(909) 993-1600
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR
NOT SHOWN ON THESES PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE
AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS
AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL
BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING 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.
6. 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.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
TIMES.
8. 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.
9. 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.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
11. 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.
12. 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.
13. THE CONTRACTOR SHALL NOT 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.
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 CIVIL 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 THAT TIES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY
VEHICLES.
GENERAL NOTES CONTINUED
19. THE CONTRACTOR SHALL .PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF
DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. 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.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE
CITY INSPECTOR.
22. 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.
23. 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.
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO MATCH EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT
PRIOR APPROVAL OF THE CITY ENGINEER.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING 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. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE
CITY ENGINEER.
AUTOCAD FILENAME: