HomeMy WebLinkAbout3069-1STREET IMPROVEMENT PLANS 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 TECM41 CAL 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 S 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 BESET 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
TEES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TEES 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.
19 1 HE CONTRACTOR SHALT PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TMIE&
20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND
VELOCITIES EXCEED 25 MULES 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-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.
BASIS OF BEARING:
BASIS OF BEARING BEING THE
SOUTH LINE OF NE 1/4 SECTION
35, T1 S, R6W, SBBM SHOWN AS N
89@47'11 " W ON TRACT NO,
15655-6, M.B. 264/47-49,
RECORDS OF SAN BERNARDINO
COUNTY.
BENCHMARK
BM #8-17 ELEV=1428.609
DEPARTMENT OF TRANSPORTATION
BRASS DISC. MARKED 8-17
NORTH SIDE FO HIGHLAND 1300 FEET EAST
OF CHERRY ON THE BASE OF AN EDISON
TOWER.
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
E`h
A
15863
C T
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.
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED D 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 SOULS 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.
(OFF-SITE)
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Anaheim, CA 92807
TC
_(OFF;
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SITE STREET IMPROVEMENT;
FL
FLOW LINE
.
City of Fontana
Attn: Carlos Navarro
FS
FINISHED SURFACE
Underground Service Alert
UJI1
FINISHED GRADE
FINISHED FLOOR
8353 Sierra Avenue
GF
CONSTRUCT 6.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED
•r
TONS
3:�
Comcast ( Cable TV )
NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) - - - - -- - - - - - - - --- -
t ! 1 t 1 1 ,
, 1 1 f 1 j i ! , •
TF
`1
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
4,400
LF
So. Calif. Gas Company
0
CONSTRUCT 4" PCC MEANDERING SIDEWALK PER CITY
22,800
SF
Attn: Dennis Freeman
INDEX.
STD, DWG, N0. 1015, W=8'-----------------_--------__
CUT/FILL DAYLIGHT LINE
(909) 822-2201
1981 W. Lugonia AvenueRedlands,
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 - -- - - -
4
EA.
' {
TRACT 1429-8
J42PO
Emergencies: (800) 427-2240
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SF
So. Calif. Edison Company
CONSTRUCT 4.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE
23200
SF
300 N. Pepper Avenue
SOIL (SEE GEN. NOTE NO. 31 & 32)
I
1
CONSTRUCT 4" PGC MEANDERING SIDEWALK PER CITY STD. DWG. NO.
I
(909) 820-5598 - Underground
(909) 875-5100 - Transmission
1015, W=5-------------------------_...-_----.--
INDEX MAP
SF
I
CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 (8' WIDE,
NTS City of
Fontana, utility
MODIFIED) --- .----------------------,----_---
3306
notification
list:
Q0.N,_S.TRjjQ.TI0N NQT�S
Anaheim, CA 92807
TC
_(OFF;
..i
SITE STREET IMPROVEMENT;
FL
FLOW LINE
.
City of Fontana
Attn: Carlos Navarro
FS
FINISHED SURFACE
Underground Service Alert
FG
FF
FINISHED GRADE
FINISHED FLOOR
8353 Sierra Avenue
GF
CONSTRUCT 6.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED
4,500
TONS
Fontana, CA 92335
(909) 350-6632
Comcast ( Cable TV )
NATIVE SOIL (SEE GEN. NOTE NO. 31 & 32) - - - - -- - - - - - - - --- -
TOP OF WALL
Attn: Jack Hayes
TF
TOP_ OF FOOTING
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
4,400
LF
So. Calif. Gas Company
0
CONSTRUCT 4" PCC MEANDERING SIDEWALK PER CITY
22,800
SF
Attn: Dennis Freeman
INDEX.
STD, DWG, N0. 1015, W=8'-----------------_--------__
CUT/FILL DAYLIGHT LINE
(909) 822-2201
1981 W. Lugonia AvenueRedlands,
CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 - -- - - -
4
EA.
CA 92374
(909) 335-7547
J
Emergencies: (800) 427-2240
REMOVE EXISTING AC PAVEMENT --------------------------
31,000
SF
So. Calif. Edison Company
CONSTRUCT 4.5" AC PAVEMENT (min) OVER 12" OF 95% COMPACTED NATIVE
23200
SF
300 N. Pepper Avenue
SOIL (SEE GEN. NOTE NO. 31 & 32)
Rialto, CA 92376
1
CONSTRUCT 4" PGC MEANDERING SIDEWALK PER CITY STD. DWG. NO.
(909) 820-5598 - Underground
(909) 875-5100 - Transmission
1015, W=5-------------------------_...-_----.--
5,500
SF
(213) 637-1233 - Pipelines
CONSTRUCT CROSS GUTTER PER CITY STD. DWG. NO. 105 (8' WIDE,
-
(909) 357-6223 Distribution
(800 422-4133
)
MODIFIED) --- .----------------------,----_---
3306
SF
REMOVE EXISTING 8" PCC MEDIAN CURB - - - - - - - - - - --- — T Lr
300
LF
Crawford Canyon Mutual Water Co.
Attn: Bill Vanderkieft, Jr.
19
CONSTRUCT 8" PCC CURB ONLY PER CITY STD. NO. 1003 -- -- -- --- -- -
300
LF
(619) 868-6040
SAWCUT AND REMOVE ALL EXISTING PAVEMENT - -- - - - - - - - -. - -
371,200
SF
Pacific Bell Co.
Attn: Virginia Becker
CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS:
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE
AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKINQ HOURS, AND 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 IN THIS PROJECT, EXPECTING
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
R/W RIGHT--OF-WAY
RETAINING WALL General Telephone Company
(120) EXISTING ELEVATION Attn: Steve Hock
120 PROPOSED ELEVATION 1400 E Philli
TBM TEMPORY BENCH MARK ps Blvd
11 IC7 �I� E ► 7,
TOLL FREE 1--800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
LEGEND• 3939 E. Coronado Street
OTE*8M
Anaheim, CA 92807
TC
TOP OF CURB
(714) 666-5467
FL
FLOW LINE
CUT
FS
FINISHED SURFACE
Underground Service Alert
FG
FF
FINISHED GRADE
FINISHED FLOOR
(800) 227-2600
GF
GARAGE FLOOR
PAD
PAD
Comcast ( Cable TV )
TW
TOP OF WALL
Attn: Jack Hayes
TF
TOP_ OF FOOTING
1205 Dupont Ave.
H
L
HEIGHT
LENGTH
Ontario, CA 91761
R.
PROPERTY LINE
(909) 390-4738
OTE*8M
BENCH MARK
Ontario, CA 91766
C
CUT
(800) 422-4133
QUANTITIES SHOWN ARE FOR BONDING PURPOSES
ONLY. CONTRACTOR IS RESPONSIBLE
F
N
FILL
NATURAL
FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING
AND CONSTRUCTION.
PROPERTY LINE
Fontana Water Company
EXISTING CONTOURS
Attn: Michael J. McGraw
"*" INDICATED THE PAVEMENT SECTION SHALL
BE SUBMITTED TO SOIL ENGINEER'S
PROPOSED CONTOURS
8440 Nuevo Avenue
APPROVAL. ALL PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS
-------
LIMIT OF OVEREXCAVATION
Fontana CA 92235
OF THE SUB -GRADE SOIL, AND EXPECTED TRAFFIC
INDEX.
CUT/FILL DAYLIGHT LINE
(909) 822-2201
Fax: (909) 823---5046
REMSION DESCRIPTION
DATE I ENGR. I CITY I DATE
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 TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
QR4FESS10
LIN j F
� G y
No. 41497
EXP. 12/31/03
self CNIX.
Prepared Under The Supervision Of :
FOCUS ENGINEERING, INC.
33'
52'
NTS
EXISTING
t
104' R.O.W.
E BEECH,, AVENUE
NTS
TRAFFIC INDEX = 10.0
R.O.W.
i
EXISTING
33'
52'
12'
RAW.
EXISTING OR COMMUNITY
UNDER CONSTRUCTION WALL
BY OTHERS' SAWCUT
' 0.51 2
LENS 27S_ 2% MIN.
0
1 1 1 1 3 1 R.0.W.
86' R.O.W.
WALNUT &VENUE
TRAFFIC IND = 6 5
NOTE * : LANDSCAPING AREA; 2'(MIN.) TO 8'(MAX.)
FUTURE R.O.W.
ACQUIRED BY OTHERS
25 MAUCHLY, SUITE 317 DRAWN BY:
IRVINE, CA 92618
TEL: (949) 450-0590
FAX: (949 450-0592 DESIGNED BY:
Date ; g a CHECKED BY:
&ARLIE C. LIU, 1497 Q
FUTUREN13Y OTHERS
w
� EDGE of
EXISTING PVMT.�
R.O.W.
I L L 0
I
• .2
.N.
EP P
• PLAN '
1
30' '
5' 16'
21 _ 20' C
41'
COMMUNITY
WALL
2
0.16'
�.` 4M 2% 2% MIN.
-L LINE
1 3 R.O.W.
9
20' _ 21 '
82' R.O.W.
41'
HEMLOCK AVENUE
NTS
TRAFFIC INDEX = 6.5
NOTE * LANDSCAPING AREA; 4'(MIN.) TO 9'(MAX.)
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN (OFF --SITE) SCALE.
TRACT NO, 15 63 — TITLE SHEET DATE:
FONTANA TAR 1OMMUNITY
DWG N0. 1
01TY FMr.1MFFR R r C ri11 Re) n A TC. 069 4