HomeMy WebLinkAbout4289-1STREET IMPROVEMENT CONSTRUCTION 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 THAT CANNOT 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 CONTRACTORS 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 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
U11UTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE 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 THE 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 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 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 IF 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 SAHLL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE
CITY OF FONTANA STANDARDS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AND "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.
UNDERGROUND UTILITY NOTES
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS AND CONNECTIONS AND VERIFY THE MATERIAL, SIZE, LOCATION
AND ELEVATION OF UTILITIES AFFECTED. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS.
2. LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN
OR FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE THE CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION AND
PROTECTING ALL SUBSTRUCTURES.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND MAKE NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES
PRIOR TO THE BEGINNING OF CONSTRUCTION.
4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO DAYS PRIOR TO CONSTRUCTION. PHONE: 1-800-422-4133.
NOTE:
PAVEMENT SECTIONS ARE TENTATIVE. AT THE
COMPLETION OF ROUGH GRADE, THE SOILS ENGINEER
SHALL DETERMINE THE FINAL PAVEMENT STRUCTURAL
SECTIONS.
STREET IMPROVEMENT PLANS
FOR PORTIONS OF CATAWBA AVENUE, VALLEY BOULEVARD &POPLAR AVENUE
IN THE CITY OF FONTANA, CALIFORNIA
SHEET INDEX
SHEET 1 TITLE SHEET
SHEET 2 PLAN & PROFILE CATAWBA AVENUE
SHEET 3 PLAN & PROFILE VALLEY BOULEVARD
SHEET 4 PLAN & PROFILE POPLAR AVENUE
SHEET 5 SIGNING AND STRIPING PLAN
BASIS OF BEARING:
BENCHMARK:
POPLAR (660' PLUS OR MINUS SO SLOVER)
NAIL IN POLE #71827 EAST SIDE
ELEVATION: 1043.88
UTILITY NOTIFICATIONS
SEWER:
GAS:
CITY OF FONTANA
SOUTHERN CALIFORNIA GAS CO.
8535 SIERRA AVENUE
TRANSMISSION DIVISION
FONTANA, CA 92335
2191 E. BIRCH STREET
(909) 350-7610
BREA, CA 92621
®
(714) 529-2889
POWER:
= PROPOSED STREET LIGHT STANDARD
SOUTHERN CALIFORNIA EDISON
TELEPHONE
7951 REDWOOD AVENUE
PACIFIC BELL
FONTANA, CA 92336
3939 E. CORONADO, 2ND FLOOR
(909) 357-6223
ANAHEIM, CA 92807
®
(714) 666-5496
WATER:
= CONST. NOTE REFERENCE
SAN GABRIEL VALLEY WATER CO.
CABLE
P.O. BOX 6010
COMCAST
11142 GARVEY AVENUE
1205 DUPONT AVENUE
EL MONTE, CA 91734
ONTARIO, CA 91761
(626) 448-6183
(909) 390-4738
PAVING LEGEND:
3 EA.
LEGEND
INDEX MAP
SCALE 1"=150'
----
= TRACT BOUNDARY/PROPERTY LINE
WM =
GRADING & PERMIT LIMITS
- - - -
= DAYLIGHT LINE
Q
= SEWER MANHOLE
Q
= STORM DRAIN CATCH BASIN (AT GRADE)
®
= ELECTRICAL TRANSFORMER
>�
= PROPOSED STREET LIGHT STANDARD
0@0
= PROPOSED DECORATIVE SITE LIGHT
,O,FH
= PROPOSED FIRE HYDRANT
OC.O.
= SEWER OR STORM DRAIN CLEANOUT
®
= ELECTRICAL VAULT (AT GRADE)
®
= MONUMENT SIGN
02
= CONST. NOTE REFERENCE
- E - =
= HANDICAP PARKING SPACE
O
= DATA TABLE REFERENCE
--R- =
RIDGE LINE
WM =
WATER METER (AT GRADE)
T.W. =
TOP OF WALL ELEVATION
T.F. =
TOP OF FOOTING ELEVATION
T.G. =
TOP OF GRATE ELEV.
H.P. =
HIGH POINT ELEVATION
C/L =
CENTER LINE
R/W =
RIGHT OF WAY
T.C. =
TOP OF CURB ELEV.
V.C. =
VERTICAL CURVE
B.C. =
BEGIN CURVE
E.C. =
END CURVE
F.S. =
FINISH SURFACE ELEV.
- E - =
UNDERGROUND ELECTRICAL
- G - =
GAS LINE
X -X -X- =
EXISTING CHAIN LINK FENCE
------- DENOTES A.C. PAVING /------- DENOTES .10' GRIND/REMOVAL
...............
------ DENOTES CONCRETE PAVING ------ DENOTES .20' GRIND/REMOVAL
------- DENOTES REMOVAL ------- DENOTES .33' GRIND/REMOVAL
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STREET IMPROVEMENT CONSTRUCTION NOTES:
1� SAWCUT & REMOVE EXISTING A.C. PAVING.
34,220 S.F.
2a- SAWCUT & REMOVE EXISTING PCC CURB & GUTTER.
1,781 L.F.
SAWCUT & REMOVE EXISTING PCC SIDEWALK.
1,865 S.F.
PROTECT IN PLACE.
9 EA.
CONSTRUCT 5.5" A.C. OVER 12" COMPACTED NATIVE SOIL.
1,466 TONS
6a- CONSTRUCT 8" A.C. OVER 12" COMPACTED NATIVE SOIL.
1,098 TONS
O7 - CONSTRUCT 8" PCC CURB & GUTTER PER CITY OF FONTANA DWG. NO. 1000.
2,675 L.F.
8O -CONSTRUCT 6' SIDEWALK OVER 12" COMPACTED NATIVE SOIL, PER CITY OF
12,547 S.F.
FONTANA STD. DWG. NO. 1006.
9�CONSTRUCT PCC DRIVEWAY PER CITY OF FONTANA DWG. NO. 1002.
1,160 S.F.
10 CONSTRUCT ADA STANDARD CURB RETURN RAMP PER CITY OF FONTANA STD. DWG. NO. 1003.
1 EA.
11 INSTALL GROUTED RIPRAP 150 LB NOMINAL SIZE.
8 TONS
12 REMOVE/RELOCATE EXISTING CHAINLINK FENCE.
1,400 L.F.
13 INSTALL STREET LIGHT PER CITY OF FONTANA STD. DWG. NO. 404.
8 EA.
(TO BE INSTALLED BY OTHERS).
14 REMOVE AND RELOCATE EXISTING FIRE HYDRANT.
1 EA.
15 FEATHER OVERLAY 1" MINIMUM.
3,935 S.F.
16 ADJUST EXISTING WATER VALVES TO GRADE.
3 EA.
17 RELOCATE OVERHEAD ELECTRICAL LINES UNDERGROUND. REMOVE AND DISPOSE OF EXISTING
5 EA.
POWER POLES. (TO BE INSTALLED BY OTHERS).
18 REMOVE EXISTING DRIVEWAY.
3 EA.
19 REMOVE EXISTING REINFORCED CONCRETE BEAMS.
LUMP SUM
20 ADJUST EXISTING WATER METER (BY OTHERS).
1 EA.
21 RELOCATE EXISTING WATER METER (BY OTHERS).
2 EA.
22 REMOVE/RELOCATE EXISTING WATER METER (BY OTHERS).
1 EA.
23 ADJUST EXISTING SEWER MANHOLE TO GRADE.
1 EA.
24 RELOCATE EXISTING SINGLE MAILBOX.
1 EA.
25 RELOCATE EXISTING GROUPED MAILBOX.
1 EA.
26 REMOVE EXISTING WOOD FENCE IN PROPOSED RIGHT-OF-WAY.
LUMP SUM
27 RELOCATE EXISTING SIGN.
1 EA.
28 REMOVE EXISTING TREES.
LUMP SUM
29 STREET LIGHT CONDUIT PER SCE PLANS.
LUMP SUM
POPLAR AVENUE
STA: 8+00.00 N STA: 13+54.82
PROP. EXIST. EXIST.
R/W R/W C/L R/W
40' VARIES FROM
34' TO 42'
12' 28' VARIES FROM 6'
28' TO 36'
w
k6lGK-
VARIES VARIES
t 1.57.-3% 1.59;-39 -t -
t VpR1ES _ t
- SALINE
6 22.5'
2 7
CATAWBA AVENUE
STA: 11+70.00 N STA: 20+00.00
EXIST. EXIST. PROP.
R/W 55' C, 66' R I R
54' 12'
I
2'
t 15 t 6"
MA
SARI 2
�,t I
2%,37
OF 6
30'SAWCUT
LINE 2 6 8
7
VALLEY BOULEVARD
STA: 529+70.76 N STA: 539+60.04
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