HomeMy WebLinkAbout5476-1CITY OF FONTANA STREET IMPROVEMENT 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
CONSTRUCTIONS ('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 CONTRACTORS
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERS FOR RESOLUTION.
J. 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 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 CONTRACTORS 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 1-800-277-2600 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 GRADE(S). 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 OR 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 RESIDENTS AND BUSINESS AT ALL TIMES. A
MINIMUM 12 FOOT LAND 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 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.
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 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, CLEAN OUT 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
STREETIM OVMNT
MARGARITA VILLAGE
8071 LAUREL AVENUE
UTILITY CONTACTS
ELECTRICITY
SOUTHERN CALIFORNIA EDISON COMPANY
300 N. PEPPER AVE.
RIAL TO CA. 92,376
UNDERGROUND: (909) 357-6233
TRANSMISSION: (909) 875-5100
PIPELINES: (909) 657-1233
DISTRIBUTION: (909) 357-6233
GAS
SOUTHERN CALIFORNIA GAS CO.
1981 L UGONIA AVENUE
REDLANDS, CA. 92374
ATT'N: JOHN OATES
EMERGENCIES: (800) 427-2200
ENGINEER'S NOTE:
STREET CROSS-SECTION
LAUREL AVENUE
NOT TO SCALE
5'
1' SAWCUT & MIN.
REMOVE
3 j
U
NEW PAVEMENT
SECTION
T
GRIND 0. 15' MIN.
AND OVERLAY 0.15' MIN.
LAP JOIN, DETAIL "CA
NOT TO SCALE
WA TER
FONTANA WATER COMPANY
8440 NUEVO AVENUE
FONTANA, CA. 92335
ATTN.- MICHAEL McGRAW
909) 822-2201
FAX (909) 283-5046
GENERAL TELEPHONE COMPANY
1400 E. PHILLIPS RANCH BLVD
ONTARIO, CA. 91766
ATT'N: STEVE HOCK
(800) 422-4 133
SEWER
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA. 92335
(909) 350-6632
COMCAST CABLEVISION
1205 DUPONT AVENUE
ONTARIO, CA. 91761
ATT'N: JACK HAYES
(909) 390-4738
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY
OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES
OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
LEGEND:
FL =
FLOWLINE ELEVATION
TC
= TOP OF CURB ELEVATION
(X)
= EXISTING ELEVATION
TP
= TOP OF PAVEMENT
W =
WATER UNE
S =
SEWER LINE
G =
GAS LINE
FS
= FINISHED SURFACE
NG
= NATURAL GROUND
EP
= EDGE OF PAVING
CF
= CURB FACE
EP
= EDGE OF PAVING
INV
= INVERT ELEVATION
0.25'
= AC PAVING
MIN
= PCC SURFACE
al
w
A 8.3%* 5%* A
kRIDGE
2%
G
�
o
�
R 0
p m
FLOW LINE
STANDARD APPROACH
SEE NOTE 2
dl
-_: d2
SECTION
A -A
Bim..
ANGLED APPROACH
E� I
SECTION
W. ft
8'
10'
15'
20'
25'
30'
d1, ft
0.33'
0.42'
0.63'
0.83'
1.04
1.25
MAX
5
SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN, DETAIL 'C"
6
Q
7
Q
d2, ft
0.17'
0.25'
0.25'
0.25'
0.25'
0.25
MIN
1
REMOVE AND DISPOSE CONCRETE WALKWAY
2
�
W
J
�
O
NOTES:
1. FOR CASE A, THE RADIUS OF THE CURB RETURN, R, IS EQUAL TO THE PARKWAY WIDTH.
2. ALLEY INTERSECTION SHALL BE PCC, CLASS 520-C-2500 (310-C-17), 6" (150 mm) THICK.
CURB SHALL BE INTERGRAL TYPE "A
3. ASTERISKS,*, SHOW MAXIMUM GRADES.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
BASELINE
ALLEY INTERSECTION
STANDARD PLAN
130-2
SHEET 1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CONSTRUCTION NOTES:
Ol
BASELINE
ROAD
20
CONSTRUCT
Ll
03
CONSTRUCT
5' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006
NK
CONSTRUCT
4" A.C. MIN. OVER 12" MIN. OF 957. COMPACTED NATIVE SUBGRAOE.
PER CITY STD.
NO. 400
5
SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN, DETAIL 'C"
6
Q
7
Q
TRUNCATED DOME PER ADA STANDARDS
PROTECT IN
PLACE EXISTING POWER POLE
MILLER
AVE.
10
INSTALL STREET LIGHT (PER STREET LIGHT PLAN)
1
REMOVE AND DISPOSE CONCRETE WALKWAY
2
�
W
J
�
O
CONSTRUCT
C)
14
SITE
ALLEY INTERSECTION PER SPPWC STD NO. 130-2
Q
CONSTRUCT
CATCH BASIN PER CITY STD. NO. 3004, FOR WQMP PURPOSES, W=3'
6
CONSTRUCT
FOOTHILL
BL VD.
CONSTRUCT
VICINITY MAP
l8
NOT TO SCALE
(MIN.) AND A.C. OVERLY 0.15' (MIN.), PER DETAIL "C"
Ol
CONSTRUCT
DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN
20
CONSTRUCT
8" P.C.C. CURB AND GUTTER PER CITY STD, NO. 1000
03
CONSTRUCT
5' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006
40
CONSTRUCT
4" A.C. MIN. OVER 12" MIN. OF 957. COMPACTED NATIVE SUBGRAOE.
PER CITY STD.
NO. 400
5
SAW -CUT, REMOVE AND DISPOSE EXISTING A.C. PAVING PER LAP JOIN, DETAIL 'C"
6
REMOVE AND DISPOSE EXISTING TREE
7
CONSTRUCT
TRUNCATED DOME PER ADA STANDARDS
PROTECT IN
PLACE EXISTING POWER POLE
�9
REMOVE EXISTING WATER METER
10
INSTALL STREET LIGHT (PER STREET LIGHT PLAN)
1
REMOVE AND DISPOSE CONCRETE WALKWAY
2
CONSTRUCT
3' WIDE ALLEY GUTTER PER SBCRD STD. N0, 125
1�
CONSTRUCT
3'X3'X4' GRATED CATCH BASIN PER CITY STD. NO. 3006 FOR WQMP PURPOSES
14
CONSTRUCT
ALLEY INTERSECTION PER SPPWC STD NO. 130-2
1�5
CONSTRUCT
CATCH BASIN PER CITY STD. NO. 3004, FOR WQMP PURPOSES, W=3'
6
CONSTRUCT
18" R. C. P (18000)
CONSTRUCT
8 " A. C. DIKE PER Cl TY STD. NO. 1007
l8
GRIND 0.15'
(MIN.) AND A.C. OVERLY 0.15' (MIN.), PER DETAIL "C"
19
CONSTRUCT
UNDERSIDEWALK DRAIN PER CITY STD. NO. 3001, SIZE 3
ESTIMATED
QUANTITIES
410 S.F.
85 L. F.
255 S. F.
1, 14 6 S. F/28 TONS
140 L. F.
1 EACH
1 EACH
1 EACH
2 EACH
I EACH
48 S.F.
112 L. F.
1 EACH
1 EACH
1 EACH
14 L. F.
21 L. F.
2,086 S. F.
1 EACH
BASIS OF BEARINGS IS THE CENTERLINE OF LAUREL AVENUE
BEING N00'04'30'E, PER M.B. 31/87
ASP # 13-027