HomeMy WebLinkAbout5377-1GENM 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. 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.
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.
B. 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 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 ANY FIRE HYDRANT OR WATER
MAW 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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.
19. THE CONTRACTOR SHALL 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 -QF -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-ERODABLE
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 EXISTING 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 REINFORCING
STEEL HAVE BEEN PLACED. INSPECTED AND APPROVED.
TOLL FREE -qmmmpw"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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 OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
CITY OF FONTANA, UTILITY NOTIFICATION UST
CITY OF FONTANA AT&T
8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203
FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646
(909) 350-6632 (714) 963-7964
SO. CALIF. GAS COMPANY SPRINT
1981 W. LUGONIA AVE 2592 DUPONT DR
REDLANDS, CA 92374 IRVINE, CA 92612
(909) 335-7967 (800) 659-9698
EMERGENCIES: (800) 427-2200
TIME WARNER CABLE
SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR
300 N. PEPPER AVE ONTARIO, CA 91761
RIALTO, CA 92376 (909) 975-3439
909 820-5598 - UNDERGROUND SUNESYS, LLC
909 875-5100 - TRANSMISSION 1325 PICO ST 1106
213 637-1233 - PIPELINES CORONA, CA 92881
909 357-6505 - DISTRIBUTION (951) 278-0400
FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT
15966 ARROW BOULEVARD (800) 422-4133
FONTANA, CA 92335
(909) 822-2201
DEVELOPER SOILS ENGINEER
LENNAR HOMES OF CALIFORNIA, INC. LEIGHTON AND ASSOCIATES, INC.
980 MONTECITO DRIVE, SUITE 302 17781 COWAN
CORONA, CA 92879 IRVINE, CA 92614
TEL (951) 817-3545 TEL (949) 250-1421
FAX 951) 817-3650 FAX (949) 250-1114
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 THESE 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 PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UNAUTHORIZED CHANGES AND USES:
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.
LEGEND:
PROPOSED A.C. PAVEMENT SHEET INDEX
0 REMOVE EXISTING A.C. PAVEMENT SHEET 1 TITLE SHEET
SHEET 2 SIERRA AVENUE
GRIND EXISTING AC AND OVERLAY SHEET 3 SIERRA AVENUE
SHEET 4 BASELINE AVENUE
® SAWCUT AND REMOVE EXISTING AC SHEET 5 CROSS SECTIONS
PAVEMENT
- - - CENTERLINE
RIGHT-OF-WAY LINE
- - - - EXISTING IMPROVEMENTS
-(tom)--- EXISTING CONTOUR UNE
-.-*- DIRECTION OF FLOW
L U.A. LIMITED USE AREA
LO.C. LENGTH ON CURVE
L.O.S. UNE OF SIGHT
CONSTRUCTION STAKING NOTICE
THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
ALLARD ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE
COMPLETE PROJECT. HOWEVER, IF ANOTHER ENGINEERING AND/OR SURVEYING FIRM
SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION
STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INC. WILL NOT
ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN
AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING INC. HAD PERFORMED THE
STAKING WORK.
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
CITY OF FONTANA
TRACT N0. 18939
OFFSITE STREET IMPROVEMENT PLANS
MONTGOMERY
AVENUE
_SAN ACINTO
- MILLER
AVENUE
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
SHOULD CONSTRUCTION OF 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
CONDITIONS AND STANDARDS IN EFFECT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
-� .
INDEX MAP
SCALE: 1"=200'
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK:
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
RIW
i
. 12' 54' 1 54'
FUTURE MEDIAN-\,VARI
ES -
18' TO 20
BY OTHERS �.......��
FUTURE BY�,YY"��
OTHERS TYPICAL SECTION
SIERRA AVENUE • 132' R/W
NORTH OF MONTGOMERY AVENUE
N.T.S.
0.10' MIN.
GRIND EXIST.
AC PAVEMENT AC
(MIN. 0.10' THICKNESS)
VICINITY MQ
NTS
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR
OWN QUANTITIES AND BID A COMPLETE JOB.
CONSTRUCTION NOTES
Q-Lmb ITY ESTI MTES
1�
CONSTRUCT 7 3/4" AC PAVEMENT (MIN) OVER 12" OF
35,080 SF/759 TONS
95% COMPACTED NATIVE SOIL ( SEE GENERAL NOTE 31 & 32)
2
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
1,401 LF
3
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
7,195 SF
4
SAWCUT
3532 LF
5
REMOVE EXISTING AC PAVEMENT
6,544 SF
6
GRIND EXIST. AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1')
3,529 SF
7
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
4 EA
8
INSTALL 8" AC DIKE PER CITY STD. PLAN NO. 1007
24 LF
9
INSTALL 22000 LUMEN HPSV STREET LIGHT (200 WATT; 20) CARPENTERb4 POLE
5 EA
& TEARDROP FIXTURE (WITH BROWN JASPERPOLE & BLA K ARMS TEARDROP)
10
REMOVED AND RELOCATED
REMOVED
10 EA
11
PROTECT IN PLACE
5 EA
12
CONSTRUCT 10' CROSS GUTTER PER CITY STD. PLAN NO. 403
2 EA
13
MEDIAN WITH NATIVE ROCK
8,060 SF
T
R W P/L
'I
2 10
PROPOSED
LOT E"
I FOR LANDSCAPE
MAX
' SIDEWALK
AC PAVEMENT OVERLAY
(MIN. 0.10' THICKNESS)
2' 1'
MIN. MIN./r ACOPAVEMENT
PAVEMENT JOIN DETAIL
N.T.S.
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
Raymond 1. ilardqR.C.E. 36052 Date
(expires 6/30/2016)
SAWCUT AND REMOVE
EXISTING AC PAVEMENT
R/W 1 �t
60'
in, ICV
' FUTURE MEDIAN 114' V
BY OTHERS 8' TO 2V
OTHERJ
OTHERS BYTYPICAL SECTION
SIERRA AVENUE - 120' R/W
SOUTH OF MONTa*ffY AVENUE
N.T.S.
NORTH
R/W
' FUTURE MEDMI-r
114'I
1BY OTHERS
FUTURE
OTHERS
TYPICAL SECTION
BASELINE AVENUE -120' R/W
N.T.S.
1T
P/L
4 12' 10' LOT PROPOSED "G"
FOUR LAPE
MAX
' SIDEWALK
SOUTH
R/W P/L
" "
12 10 �LMMONPEt7'
2:1
MAX
Q�OFESS/CN CITY OF FONTANA CALIFORNIA
<< OFF-SITE STREET MOVEMENT PLAN
DRAWN BY: TRACT NO. M939 SCALE:
No. 36052 m HMG AS NOTED
U-1 m
Exp. 6/30/16 DESIGNED BY: TITLE SHEET DATE:
DBW _ March, 2016
��qrF c j v t \� ��\P CHECKED BY: Al, D B , // DRAWING NO.: 1
OF CA\\F c.� DATE: _ 3 !� 5R7RJA CI GINEER R.C.E. 51152 S
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ SIERRA-OFF-SITE\TR 18939 SIERRA AVE -STREET SHT 01.dwg