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GENERAL NOTES
TITLE SHEET
I.
ALL WORK SHALL BE IN ACCORDANCE WITH HESE PLANS, HE
SHEET 3
SIERRA AVENUE STA. 18+25.00 TO STA. 27+00.00
CITY OF FONTANA STANDARD PLANS, HE CONTRACT PROVISIONS
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
25. HE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
SHEET 5
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS
SHALL BE APPROVED AT HE TIME OF CONSTRUCTION AND SHALL
CONFORM TO HE CITY OF FONTANA STANDARD DETAILS.
CROSS SECTIONS
AND STANDARDS SHALL BE HE LATEST EDITION UNLESS OTHERWISE
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
1,371
NOTED.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
2.
WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN HE CONTRACT
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
PRECEDENCE PROVISIONS IN HE "GREEN BOOK", HE CONTRACTOR
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
THE CURB AT HE LOCATION OF THE SEWER LATERAL.
7,199
FOR RESOLUTION.
28. NO CONCRETE SHALL BE PLACED UNTIL HE FORMS AND REINFORCING
3.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF HE
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
SLIWIT
CITY ENGINEER.
29. ALL UNDERGROUND UTIU77ES SHALL BE INSTALLED, TESTED AND
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM HE CITY OF
APPROVED PRIOR TO PAVING OF STREETS.
3,835
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
DIVISION PRIOR TO HE START OF ANY WORK.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
GRIND EXIST. AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1')
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO
PAVEMENT PRIOR TO PLACEMENT.
7
WORKING DAYS PRIOR TO HE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN HE CITY LIMITS. CALL (909) 350-7610.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
FA
8
TO REVISION AND APPROVAL OF HE CITY ENGINEER AS DETERMINED
5.
HE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL
BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
ADJUST MANHOLE FRAME & COVER TO GW40E PER CITY STD. PLAN 2000
POLICIES, METHODS AND PROCEDURES DESCRIBED IN HE STATE OF
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
10
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
FOR STRUCTURAL STREET SECTIONS SHALL. BE RECOMMENDED BY A
LF
11
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. _
CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. PLAN NO. 3001
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
7.
HE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH`
UPON COMPLETION OF PAVING.
FROM HE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL. RESTORE
B.
HWALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
ALL
- SIGNING, STRIPING, AND OTHER TRAFFIC
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
CONTROL DEVICES TO HE SATISFACTION OF THE CITY TRAFFIC ENGINEER. _..�.�.'.
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS
OF THE DIVISION OF INDUSTRIAL SAOF THE STATE OF CALIFORNIA
FELY
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN
..........
SPRINKLERS AND SIDEWALKS AFFECTED BY HE CONSTRUCTION
HE POTENTIAL FOR GROUND MOVEMENT EXISTS.
TO HE SATISFACTION OF THE CITY ENGINEER. mow_......
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS '
THAT PURPOSE.
TO HE CITY ENGINEER.
10
THE ONS OF LITIES SHOWN HAVE RMNED FROM
AVAILABLETINFORMATIONI. HOWEVER, IT SHALLBEEN BE HE ER SIPONSIBILITY
CRY OF FONTANA, UTILfIY NOTIFICATION LIST
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, HE TRUE'
CITY OF FONTANA AT&T
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE HERETO. HE
8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646
(909) 350-6632 (714) 963-7964
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
SO. CALIF. GAS COMPANY SPRINT
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL
1981 W. LUGONIA AVE 2592 DUPONT DR
U71UTY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
REDLANDS, CA 92374 IRVINE, CA 92619
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING,
(909) 335-7967 (800) 659-9698
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
EMERGENCIES: (800) 427-2200
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
TIME WARNER CABLE
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO
SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR
WORK AROUND THEIR FACILITIES.
300 N. PEPPER AVE ONTARIO, CA 91761
RIALTO, CA 92376 (909) 975-3439
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER
909 820-5598 - UNDERGROUND
MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
SUNESYS, LLC
909 875-5100 - TRANSMISSION 1325 PICO ST 1106
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
213 637-1233 - PIPELINES CORONA, CA 92881
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
909 357-6505 - DISTRIBUTION (951) 278-0400
13.
CURVE DATA REFERS TO THE FACE OF CURB.
UNDERGROUND SERVICE ALERT
(800) 422-4133
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT
WHERE OTHERWISE NOTED.
FONTANA WATER COMPANY EAST VALLEY WATER DISTRICT
15966 ARROW BOULEVARD 3654 E. HIGHLAND AVENUE
15.
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE
FONTANA, CA 92335 SUITE 18
(909) 822-2201 HIGHLAND,
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
CA 9246
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
LEGEND'
CONTROL STAKING DURING CONSTRUCTION.
PROPOSED A.C. PAVEMENT
16.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,
- - - CENTERLINE
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
------- RIGHT-OF-WAY LINE
- - - - EXISTING IMPROVEMENTS
17.
REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING
--'(1}- EXISTING CONTOUR LINE
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE
0-0 STREET LIGHTS
BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF
f DIRECTION OF FLOW
HIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL
L.U.A. LIMITED USE AREA
NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO
L O.C. LENGTH ON CURVE
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
L.O.S. LINE OF SIGHT
REPLACEMENT OF THE MONUMENT.
P.U.E. PUBLIC UTILITY EASEMENT
18.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS
[20+00.001 FUTURE
[1630.201 FUTURE
AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL
BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
PRIVATE QQNEERPS NOTICE TO CONTRACTOR.•
RESIDENTS AND EMERGENCY VEHICLES.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AN%R STRUCTURES
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
ALL TIMES.
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
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-ERODABLE
SWALES ENTERING OR LEAVING IMPROVEMENTS.
TOLL FREE -qmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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 HE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONIINUOUSLY 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 HE SOLE NEGLIGENCE
OF THE DESIGN PROFESSIONAL.
UNAURMm CHANCES 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.
CITY OF FONTANA
SIERRA AVENUE
STREET IMPROVEMENT PLANS
PARCEL MAP N0. 19431
SUMMIT AVENUE
RECORD DaWNC
THESE RECORD DRAWINGS HAVE PEEN PREPAR0
BASED ON INFORMATION PROVIDED BY OTHFRS, THE
DESivfv PROFESSIONAL HAS NOT VERIF IED THE ACCURACY
ANDIOR CO&IFLETENESS OF THIS INFORMATION AND SHALL.
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
WHIC MAY BE INCORPO TED HEREIN AS A RESULT,
DATE
AND OVERLAY
(MIN. 0.1' THICKNESS)
TYPAL PAVEMENT ON DETAIL
N.T.S.
REV. REVISION DESCRIPTION DATE ENGR. DATE CITY
SHOULD CONSTRUCTION OF REQl1'RED
IMPROV NOT CO VAENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, HE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PIANS TO
KING THEM INTO CONFORMANCE V ITH
CONDITIONS AND STANDARDS IN EP XT
)PSG' l//�� /�r� A'C L) L)elA VL l % 1167 a J_ • � �� I
PREPARED FOR:
PACIFIC
INDUSTRIAL
6272 E. PACIFIC COAST HIGHWAY, STE. E
LONG BEACH, CA 90803
SIERRA AVENUE
INDEXy W
NOTTO SCALE
00101 iwou i j
m1 q ku
SHEET 1
TITLE SHEET
SHEET 2
SIERRA AVENUE STA. 10+00.00 TO STA. 18+25.0Q
SHEET 3
SIERRA AVENUE STA. 18+25.00 TO STA. 27+00.00
SHEET 4
SIERRA AVENUE STA. 27+00.00 TO STA. 30+00.00
SHEET 5
CROSS SECTIONS
SHEET 6
CROSS SECTIONS
PERVIOUS GUTTER
15% VOIDS
A.C.
SMALL GRAVEL OR SAND BACKFILL
'5X VOIDS
CRUS14ED ROCK SURROUNDED
WITH FILTER FABRIC
5OX VOIDS
NOTE' PERVIOUS GUTTER FOR
SIERRA AVE.
LENGTH = 275'
INFILTRATION RATE = 0.2
VOUAE FRO11m
VOLUME = VOL. INFILTRATION + VOL. GUTTER + VOL. COVER + VOL. ROCK
= (0.2 x3'x275'x48 HR) + (0.5'x1.5'x275'x15%) + (0.5'x3'x275'x5X) + (2'x3'x275'x50Z)
= 7,920 CF + 31 CF + 21 CF + 825 CF = 8,797 CF
VOLUME PROVIDED = 8,797 CUBIC FEET
DETAIL 'A"
PERVIOUS GLgM %CION
N.T.S.
BENCH"k
BRASS CAP IN THE CONCRETE BASE OF THE SOUTH
LEG OF AN SCE TOWER 343' NORTH OF HIGHLAND,
0.2 MI WEST OF SAN SEVANNE RD., 2.65 MI WEST
OF SIERRA AVE.
ELEVAIK)k 142&&
BASIS OF BEARINGS:
THE BASIS OF BEARINGS ARE BASED ON THE
CENTERLINE OF SUMMIT AVENUE AS SHOWN ON RECORD
OF SURVEY, RECORDED IN BOOK 35, PAGE 9. BEING:
N 89'30'06" E
Ell
OO
41
DUNCAIV
CANYON
I ROAD
O1 -
CONSTRUCT 7 3/4" AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL
51,460
SF
L
(SEE GENERAL NOTE 31 & 32) PER SOILS REPORT
2
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
1,371
LF
CASA 0WDE
ROAD
275
LF
DETAIL "A" ON SHEET 1
3
A
7,199
SF
4
CONSTRUCT MODIFIED PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=66'
2,533
SF
SLIWIT
AVENUE
1,917
LF
5A
REMOVE EXISTING AC PAVEMENT
3,835
SF
6
GRIND EXIST. AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1')
3,836
SF
7
INSTALL 22,000 LUMEN HPSV (200 WATT, 120) LUMINAIRE (CASE 1) PER CITY STD. PLAN NO. 404
6
FA
8
TO BE REMOVED AND RELOCATED By OTHERS
12
EA
9
ADJUST MANHOLE FRAME & COVER TO GW40E PER CITY STD. PLAN 2000
5
EA
10
INSTALL 8" AC DIKE PER CITY STD. PLAN NO. 1007
245
LF
11
PROTECT IN PLACE
13
FA
12
CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. PLAN NO. 3001
1
EA
J
yiaN11 1 i.11'if
NTS
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE HEIR OWN
QUANTITIES AND BID A COMPLETE JOB.
CONME
- MN NOTES ESTIMATED
OUANTI_T_IES
O1 -
CONSTRUCT 7 3/4" AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL
51,460
SF
(SEE GENERAL NOTE 31 & 32) PER SOILS REPORT
2
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
1,371
LF
2A
CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000, MODIFIED PER
275
LF
DETAIL "A" ON SHEET 1
3
CONSTRUCT C PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6'
7,199
SF
4
CONSTRUCT MODIFIED PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=66'
2,533
SF
5
SAWCUT
1,917
LF
5A
REMOVE EXISTING AC PAVEMENT
3,835
SF
6
GRIND EXIST. AC PAVEMENT (MIN. 0.1') AND OVERLAY (MIN. 0.1')
3,836
SF
7
INSTALL 22,000 LUMEN HPSV (200 WATT, 120) LUMINAIRE (CASE 1) PER CITY STD. PLAN NO. 404
6
FA
8
TO BE REMOVED AND RELOCATED By OTHERS
12
EA
9
ADJUST MANHOLE FRAME & COVER TO GW40E PER CITY STD. PLAN 2000
5
EA
10
INSTALL 8" AC DIKE PER CITY STD. PLAN NO. 1007
245
LF
11
PROTECT IN PLACE
13
FA
12
CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. PLAN NO. 3001
1
EA
WEST EAST
R/W R/W
r 132'
66' 66'
i 12' I 54' 54' 12' 1
FUTURE IMPROVEMENTS VARIES 13'-25' ' VARIES 12''-25'
I --_ FUTURE I MENTS_(D
-- L_
----
------------
------------ r - -
E MEDIAN
SUM AVENUE -132' 91W
NTS
QRpFESS/ON
�O Np J. 4 '9l
DRAWN BY.
No. 36052 rn
Z HMG
Exp. 6/30/16 DESIGNED BY.HMG
��qTF O I v k ��\P CHECKED BY:
OF CAl �F
11
CITY OF FONTANA, CALFORNIA
STREET kk"ON
T� fLE ET SCALE:
AS NOTED
SIERRA AVENUE DATE:
September, 2014
DRAWING NO.:
RJA --4 CITY ENGINEER R.C.E. 51'M 5159 6
Filename: I:\Pacific Industrial\Sierra Industrial Property\OWG'S\FINAL DESIGN\ STREETS\ SIERRA AVENUE\SHEET 1.dwg