HomeMy WebLinkAbout2892-11. 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.
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 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 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 RES4DENTS 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 PUB'LIC
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 NONERODEABLE 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 SEINER 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.
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.
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CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
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0 --CONSTRUCT 5.5" AC PAVEMENT (Min) OVER 12" NATIVE (95% COMPACTION)
N.A.P. (See general notes 31 do 32) 63,654 S.F.
� M -
Ile
15 5
` y} PARK CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DET. NO. 1003 1,700 L.F.
rf &iee# 2 3a- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DET. NO. 105A W=5' 4,500 S.F.
y SITE 4 REMOVE EXISTING AC PAVEMENT 32,185 S.F.
SCHOOL
5 SAWCUT EXISTING A.C. PAVEMENT TO CLEAN STRAIGHT LINE 32 L.F.
SITE DETENTION
BASIN 6a- CONSTRUCT DRIVEWAY PER CITY STD. DET 102-C2 EA.
r
x
7�- PROTECT IN PLACE 7 EA.
WAI W1 IT AVENUE8a- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DET. 103 1 EA.
9a- REMOVE EXISTING CONCRETE DRIVEWAY 353 S.F.
INDEX MAP 0 --JOIN EXISTING CURB AND GUTTER 2 EA.
SCALE: 1"=400'
12 RELOCATE BY OTHERS
13
LEGEND RE-ESTABUSH SWALE 680 L.F.
CL CENTER LINE 14 CONSTRUCT CATCH BASIN do LOCAL DEPRESSION PER CITY STD. DET. N0. 121 2 EA.
CF CURB FACE 15 ADJUST MANHOLE FRAME do COVER TO GRADE 1 EA.
FH FIRE HYDRANT 16 CONSTRUCT 6.5" AC PAVEMENT (Min) OVER 12" NATIVE (95% COMPACTION)
R/W RIGHT-OF-WAY (See general notes 31 do 32) 4,130 S.F.
TC TOP OF CURB 17 CONSTRUCT CROSS GUTTER PER CITY STD. 104, MODIFIED TO 10' WIDE, 1,750 S.F.
FL FLOW LINE #4 BARS O 12" O.C., EA. WAY IN GUTTER PORTION
GB GRADE BREAK 18 CONSTRUCT HANDICAPPED RAMP PER CITY STD. 1006 218 S.F.
FS FINISH SURFACE
EP EDGE OF PAVEMENT 19 CONSTRUCT 30" RCP, 1500D 36.62 L.F.
HP HIGH POINT 20 CONSTRUCT 24" RCP, 1500D 33.92 L.F.
vmam A.C. REMOVAL 21 CONSTRUCT 18" RCP, 1500D 35.54 L.F.
,x.
22 CONSTRUCT M.H. PER APWA STD. DWG. NO. 321-1, SHOWN ON SHT. 5 1 EA.
CONSTRUCT A.C. PAVING 23 CONSTRUCT J.S. PER APWA STD. DWG. NO. 331-2, SHOWN ON SHT. 5 1 EA.
EXISTING IMPROVEMENTS 24 REMOVE AS NECESSARY
PROPOSED CURB 25 INSTALL 68 L.F. OF 4" 0 PVC -SDR 13.5 (315 PSI) 1 EA.
-� --•E EXISTING EDGE OF PAVEMENT 26 INSTALL 9,500 H.P.S.V.; #10, 25' HIGH STREET LIGHT, ORNAMENTAL 4 EA.
STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL
* NOTE NO. 10 IS NOT USED ON THESE PLANS.
VIC1NI TY MAP
SCALE: 1"= 1/2 mile
Eff"MTE OF Ot1ANTff ES
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF FONTANA
PACIFIC BELL CO.
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE
3939 E. CORONADO STREET
FONTANA, CA. 92335
ANAHEIM, CA. 92807
(909) 350-6632
(714) 666-5467
SO. CALIF. GAS COMPANY
UNDERGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
REDLANDS, CA. 92374
)
COMCAST ( CABLE TV(909)
335-747
1 JACK
EMERG NCIES5 (800) 427-2200
05 DUPONT4YES A E.
ONTARIO, CA. 91761
SO. CALiF. ED�ON COMI�'ANY
(909) 390-4738
300 N. PEPPER AVENUE
RIALTO, CA. 92376
GENERAL TELEPHONE COMPANY
909 820-5598 - UNDERGROUND
ATTN: STEVE HOCK
909 875-5100 - TRANSMISSION
1400 E. PHILLIPS BLVD.
213 637-1233 - PIPELINES
ONTARIO, CA. 91766
909 357-6223 - DISTRIBUTION
(800) 422-4133
800 422-4133
FONTANA WATER COMPANY
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: MICHAEL J. MCGRAW
ATTN: BILL VANDERKIEFT, JR.
8440 NUEVO AVENUE
(619) 868-6040
FONTANA CA. 92235
(909) 822-2201
FAX: (909) 823-5046
C-0
07
68'
w
34'
Ultimate R/W 34'
10' I 12 22'
T 22'
' 4,
LOT A 6' . MAX.
'27o
0.5'-5.5'
VARIES
.12'
J
O O
Typiewl_ i •
Hemlock Ave
„ to 43+21.28
12' I i
5, 5, �
* Construct Sidewalk Only From
* Sta. 30+54.96 to 36+60.64
Sta. 39+91.01 to 43+21.28
2% -
Ultimate
L9101119k
W �
34'
22' 12'
6 * Construct Sidewalk Only From
Sta. 30+54.96 to 36+60.64
-0.12' * Sta. 39+91.01 to 43+21.28
ALINE r
Typical Section
Hemlock Ave
M 43+21.28 to 49+W.81
N.T.S.
Filename: L:\DWG\10201\15655-3\HEMLOCK\10201ST1.DWG