HomeMy WebLinkAbout3017-1GENERAL 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 THAN 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. CONSTRUCITON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,
ENGINEERING DVISION PRIOR TO THE START OF ANY WORK. INSPECITON 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 UTILITES, 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 T0,
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
AUTORIZAITON. THE 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 ENGI E
N ER. TRACT BOUNDARY
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 CONTACTOR 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 WRITTE 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 FORM 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 EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATON 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. ACUTAL 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 P1
LEANOUT FRAMES, COVERS AND VALUE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING TRACT BOUNDARY
CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER
TRAFFIC CONTOL DEVICES TO THE SATISFACITON OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
CONSTRUCITON 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.
N'LY
R/W
5'
2' 5.5' 6.5'
2 >�tw�
2%
(4 77
EXISTING IMPROVEMENTS
6'
S, LY
7W R/W
34'
11 i 10" 8' 8' 15'
VARIES FROM I � +
1.0% TO 2.7% 2%- + + rr--z--
VARIES FROM
16 6 (0.2)% TO 1.8%
TYPICAL STREET SECTION
RANCHO FONTANA
PILLAGE PARKWAY (8"CF)
NOT TO SCALE
FROM STA. 10+00.00 TO STA. 16+08.07
T.I.=6.5, ASSUMED R-VALUE=25
OWNER /DEVELOPER: BENCHMARK:
NEW WEST CITYB.M. N0.361 ELEV.= 1365,00
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 « FAX: (949) 640-6484
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
Underground Service Alert
� e�FOo� ro
�P Gay Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG
MARK I BY I DATE
ENGINEER
BASELINE AVENUE
Lj
�a
V J
it
ow
w 1�J� rJ��J TR_1_1\rT
MILLER AVENUE INDE)
REVISIONS
APPR. DATE
CITY
SCALE:1 "=100'
1 1
1
GRIND 0.10' MIN. -
EXIST. PAVEMENT AND
OVERLAY 0.10 MIN.
LLL_ L
SAWCUT AND REMOVE
EXIST. PAVEMENT
2'1TI.
REMOVE EXISTING A.C. DIKE
(MIN.) (MIWHERE APPLICABLE
REMOVE REDWOOD
HEADER WHERE
APPLICABLE
EXISTING PAVEMENT DETAIL "A"
NOT TO SCALE 6
J r �, ����JED) -1711
6
o.
J�
TRACT BOUNDARY/ EXIST. GROUND
' 2:1 TO
DATLIGHT
TRACT BOUNDARY
I _ EXISTING PAVEMENT
3.29.106.1% .1'.`..-
069. i0 3.8%
TYPICAL STREET SECTION
v
T R
BASIS OF BEARINGS:
CENTERLINE OF LIME AVENUE
=N00°03'54"E PER TRACT
12981-2, M.B. 171/23-24
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 TOO THE PLANS TOO
RING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
NOT TO SCALE
STA. 23+19.44 TO STA. 33+09.03
T.I.=5.5, ASSUMED R-VALUE=25
TC
FL
FS
OT
OC
BVC
EVC
BCR
ECR
BC
EC
C&G
50'
25' 25'
18' 18'
NEW PAVEMENT
E'LY
R/W
5'
P.U.E.
2'
I
o..!%
LEGEND
TOP OF CURB ELEVATION
FLOW LINE ELEVATION
FINISHED SURFACE ELEVATION
ON TANGENT
ON CURVE
BEGIN VERTICAL CURVE
END VERTICAL CURVE
BEGIN CURB RETURN
END CURB RETURN
BEGIN CURVE
END CURVE
DIRECTION OF FLOW
CONSTRUCTION BUBBLE
CURVE DATA
CURB AND GUTTER
STREET LIGHT
A.C. PAVMENT REMOVAL
R/W
5'
P.U.E. I
5 211-211
i
TYPICAL STREET SECTION
FROM STA. 10+00.00 TO STA. 13+58.08
T.I.=5.5, ASSUMED R-VALUE=25
SEAL -ENGINEER
QRpFESS��
�tiLU Q A . s�Ngl
m
No. 25917
* Exp. 12/31/05
CIV1\�
OF CA\ -W
TYPICAL STREET SECTION
LANSING WAY STA. 10+00.00 TO STA. 11+60.07
JUNEAU LANE 10+00.00 TO STA. 14+26.10
BOISE AVENUE STA. 10+00.00 TO STA. 12+50.00
OLYMPIA AVENUE 10+00.00 TO STA. 15+95.63
T.I.=5.5, ASSUMED R-VALUE=25
CSL ENGINEERING, INC.
11651 STERLING AVENUE, SUITE E
ITEM
DESCRIPTION
QUANTITY
O
CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003
2,856 L.F.
AND BID A COMPLETE JOB.
CONSTRUCT X -GUTTER STD. PLAN NO. 105 (MODIFIED, W=8')
2,147 S.F.
�3
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006
5 EA.
NOTIFICATION LIST
CONSTRUCT SIDEWALK PER STD. PLAN NO 1015
21,662 S.F.
PACIFIC BELL CO.
CONSTRUCT 4 MIN." A.C. PAVEMENT OVER 12" NATIVE COMPACTED MATERIAL
94,356 S.F.
OSAWCUT
AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT
"A"
1,112 L.F.
3939 E. CORONADO STREET
AS SHOWN ON DETAIN HEREON
FONTANA, CA. 92335
O
REMOVE EXISTING A.C. PAVEMENT
25,200 S.F.
80
INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139
7 EA.
O
CONSTRUCT 8" CURB & GUTTER PER STD. PLAN NO. 1003
2,221 L.F.
10
REMOVE BARRICADE
2 EA
11
REMOVE EXISTING AC. BERM
55 L.F.
12
CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1007
1 EA.
13
CONSTRUCT CONCRETE GUTTER PER STD. PLAN 106 (MODIFY TO BE 3' WIDE)
90 S.F.
14
CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN N0. 1003)
113 L.F.
* QUANTITIES
SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND
SHALL NOT
BE USED FOR BIDDING. CONTRACTOR SHALL
DETERMINE HIS OWN
QUANTITIES
AND BID A COMPLETE JOB.
" QUANTITIES
FOR THIS ITEM ASSUMES ALL DRIVEWAY WIDTHS TO BE 16' WIDE.
CITY OF FONTANA. UTILITY
NOTIFICATION LIST
SITE
CITY OF FONTANA
PACIFIC BELL CO.
W
ATTN: CARLOS NAVARRO
ATTN: VIRGINIA BECKER
W
8353 SIERRA AVE
3939 E. CORONADO STREET
FONTANA, CA. 92335
ANAHEIM, CA. 92807
(909) 350-6632
(714) 666-5467
MILLER
SO. CALIF. GAS COMPANY
UNDEGROUND SERVICE ALERT
ATTN: DENNIS FREEMAN
(800) 227-2600
1981 W. LUGONIA AVENUE
J
�
Cn
REDLANDS, CA. 92374
(909) 335-7547
COMCAST ( CABLE TV )
ATTN: JACK HAYES
DRAINAGE
EMERGENCIES: (800) 427-2200
1205 DUPONT AVE.
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY
(909) 390-4738
300 N. PEPPER AVENUE
CA. 92376
GENERAL TELEPHONE COMPANY
909820-5598 - UNDERGROUND
ATTN: IVAN ROBIDOUX
1RIALTO,
909 875-5100 - TRANSMISSION
1400 E. PHILLIPS BLVD.
ONTARIO, CA. 91766
213 637-1233 - PIPELINES
(760) 245-0846
9091 357-6223 -DISTRIBUTION
R/W
FONTANA WATER COMPANY
5�
CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MCGRAW
P.U.E. I
ATTN: BILL VANDERKIEFT, JR.
8440 NUEVO AVE.
(619) 868-6040
FONTANA(909}
21
I
822C 2201766
FAX: 909 823-5046
VICINITY MAP
NOT TO SCALE
THOMAS BROS. 2001 EDITION
PAGE 574, GRID E-7, AND F-7
CITY OF FONTANA, CALIFORNIA
RIVERSIDE, CALIFORNIA 92503 DRAWN BY:
(909) 785-5122 * FAX (909) 785-5180 SE
DESIGNED BY:
PREPARED BY: R.C.E. N0. 25917 RAS
EXP. 12/31/05)
DATE: tf, / o^ o Z CHECKED BY
T9
RICHARD A. SCIANNI JJL 1261
STREET IMPROVEMENT PLANS SCALE,
TRACT 15 1",=100'
DATE:
ITLE JUNE, 2001
DWG. NO. SHEET
CI ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3Q 17 1 OF 11
JN545/12-10-01 /545-FSIP 1.DWG/S:100
BASELINE
AVIENUE
PROJECT
SITE
W
W
W
W
¢
MILLER
AVENUE
W
J
�
Cn
U
ck�
W
DRAINAGE
BASIN
FOOTHILL
BOULEVARD
CITY OF FONTANA, CALIFORNIA
RIVERSIDE, CALIFORNIA 92503 DRAWN BY:
(909) 785-5122 * FAX (909) 785-5180 SE
DESIGNED BY:
PREPARED BY: R.C.E. N0. 25917 RAS
EXP. 12/31/05)
DATE: tf, / o^ o Z CHECKED BY
T9
RICHARD A. SCIANNI JJL 1261
STREET IMPROVEMENT PLANS SCALE,
TRACT 15 1",=100'
DATE:
ITLE JUNE, 2001
DWG. NO. SHEET
CI ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3Q 17 1 OF 11
JN545/12-10-01 /545-FSIP 1.DWG/S:100