HomeMy WebLinkAbout2817-2CD
CD
m
0)
EXISTING CURB
ONLY
OVERLA r
THICKNESS
EXISTING CURB EXISTING CURB
ONLY\ B B AND GUTTER
,tea 1 n n �c
0
>- A PLAN VIEW L� C
ONILY STING CURB � ANDTGUTTEING R B
SECTION A -A
EXISTING A.C. PAVEMENT
SURFACE \ I 12,*
i�
OVERLAY
THICKNESS
6' I -3/8" LIP----
OVERLAY OVERLAY
THICKNESS THICKNESS
SECTION B -B SECTION C -C
6'
SECONDARY
STREET
12'
on
3/8" LIP PRIMARY
STREE
TYP. COLD PLANE AREA
AT EXISTING STREETS W/O GUTTERS
*18' ON MAJOR INTERSECTIONS
[of MIL I qlq�j
OVERLAY
THICKNESS
TYP. COLD PLANE AREA
AT EXISTING STREETS W/O GUTTERS
CROSSWALK DETAIL
ZB FACE
rS FOR WHEEL CHAIR RAMPS
VED BY THE ENGINEER
0
ION IS TO THE
F THE LINE
CONSTRUCTION NOTES:
�1 ADJUST EXISTING MANHOLE TO GRADE PER CITY STD. 109.
ADJUST EXISTING UTILITY VALVE TO GRADE.
33 PROTECT EXISTING INLET GRATE.
CONSTRUCT H.C. RAMP PER APWA STD, 111-2.
5OREMOVE AND REPLACE X -GUTTER PER CITY STD. 104.
REMOVE AND REPLACE EXISTING CURB AND GUTTER PER CITY
STD. 101.
O REMOVE AND REPLACE 4" SIDEWALK AND/OR PCC DRIVEWAY APPROACH
PER CITY STANDARDS.
O CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 101.
99 CONSTRUCT 4" P.C.C. SIDEWALK.
10 ADJUSTMENT BY OTHERS, CONTRACTOR WILL MARK LOCATION.
011REMOVE EXISTING SUBGRADE AND PLACE 0.30' AC AND 0.17' AC OVERLAY.
12 6' X 6" P.C.C. RIBBON GUTTER.
13 EXTEND 3 - 36" RCP AND CONSTRUCT HEADWALL (SEE DETAIL SHEET 2)
148 REMOVE EXISTING SUBGRADE AND PLACE 0.30' AC AND 0.15' AC OVERLAY
15 THE CITY RESERVES THE RIGHT TO DELETE CERTAIN WIDENING CURB
& GUTTER AND SIDEWALK IMPROVEMENTS DUE TO UNSUCCESSFUL
RIGHT-OF-WAY ACQUISITION.
16 REMOVE EXISTING DRAINAGE STRUCTURE AND CONSTRUCT TYPE G-1
DRAINAGE INLET PER CALTRANS STD. D73.
LEGEND:
17227
STREET ADDRESS
HEADER CUT PER DETAIL ON SHEET 2
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
ORE Y CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
GLIENI: UIT OF FONTANA
124-09
MODIFY AND11 1
RELOCATE '
EXISTING RAIL I
II
END EXISTING WARPED
WING WALL
EMBEDMENT DEPTH TO
MATCH EXISTING
Z�lll
11
- ,NEW 6' S/W
REMOVAL LIMIT FOR •
EXISTING LINING ( II_ _ REMOVAL=1 6 f5'11"
AND WINGWALLS I I3»I RADIUS
EXISTING h EXTEND
CHANNEL I II I , I EXISTING
RCP
LINING
I II I --,
E -
SECTION AmA
�. SCALE: 1"=4'
TOP OF EXISTING CHANNEL LINING
R/W i.Q.a „ .:..:.
SAW CUT EXISTING CHANNEL AND WING WALLS D 89*
AND CONSTRUCT HEADWALL PER CALTRANS STD a
EXTEND 3--36" RECONSTRUCT !
RCP (1350 D),,,,C,HANNEL LINING i
6 THICK / / 8
l
S DGA KLj
R/W i
\\X\`\ • , . • 1 '
136" RCP 1 136' RCPI 136" RCP
I I I I I
NOTES
ALL STRUCTURAL CONCRETE WITHIN
SBCFC DISTRICT RIGHT-OF-WAY SHALL BE
650-A-4000 IN ALL INVERTS AND 650-B-4000
FOR ALL WALLS.
NEW CONCRETE SHALL BE JOINED TO
EXISTING CONCRETE WITH #4 BARS x 18"
CSD 12" C -C. BARS SHALL 6E EPDXY GROUTED
INTO EXISTING CONCRETE 9" MIN.
TEMPORARY RAILING TO BE INSTALLED
WHILE UNDER CONSTRUCTION. Q
FINISH 36" R.C.P. WITH 3" RADIUS AT
FACE OF HEADWALL.
R/W
p 6"
FACE OF CURB ------
REMOVE PARAPET AND WING WALLS TO
SUBGRADE OF NEW SIDEWALK
REMOVE AND RELOCATE HAND RAILING TO NEW HEADWALL
MODIFY RAIL TO FIT NEW LOCATION
HEADWALL DETAIL AT RAILROAD.
(SEE SHEET 8)
SCALE: 1•=4•
y R
TBM=BCR S E CORNER OWEN ST. '? 6 5 LF
AND PALMETTO AVE. ''' ` N
FD. L&T EL.=100.00 i • '�. JOIN EXISTING
a ' �'' CURB AND GUTTER
EXISTING -1• •.,.
BLOCK WALL" •'� �Or, N/07
4•a:' a6
FIRE HYDRANT9� • a
R/W ,� a
ROLLED CURB ��' '
AND GUTTER • ' • '� '
of 11 A
F
JOIN EXIST 4 ° ' d ' s • ; ' • g 5
1.56% "'a• •.
.ge 4
OWEN STREET
4• a
in 16' 9' ' 8' 3.5'
v
M f-
'4 a
a aT.
•.
' •i
v.
A.
2.31%Y •.
JOIN EXIST-'�'
' �• '
`C .a
G v ..
R/W a qlb a a • .�
ROLLED CURB °b��
AND GUTTER a�
6" CURB a0" ' C.F.., 4 .A v
cb
' ° e
co
R /W
•
Olt A 9:4■
H.
G
i OpJ N
N0. C 21062
EXP. 9-30-01
J,�gTc� C IV
OF CALF
SUBMITTED BY:
SCALE: 1"=l 0'
1
REMOVAL LIMIT FOR EXISTING
LINING AND WINGWALLS
R/W
SEA (1) CONSTRUCT 8' WIDE X -GUTTER AS SHOWN
'E 3 PER CITY STD. DETAIL 104
(2) SAW CUT EXISTING AC AND MATCH X -GUTTER
TO EXISTING GRADES ON PALMETTO.
COLD PLANE OWEN STREET TO MEET LIP
OF NEW X -GUTTER
(3) REMOVE EXISTING SIDEWALK AND CONSTRUCT
H.C. RAMP, CASE A TYPE 3.
(4) GRADES SHOWN ARE EXISTING
ASE A
YPE 3
JOIN EXISTING
CURB AND GUTTER
DATE: ?z/. Z do
DOUGLAS 'H. MAYS R.C.E. No. 21062
EXPIRES: 9-30-01
CITY OF FONTANA
GENERAL NOTES
FOR
STREET IMPROVEMENT PLANS
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 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
-METRIC EDITION, UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON
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 T; HE 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 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 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. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE REWORKING 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 CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER LATERAL, IF CURB REMOVED
AND REPLACED AT THAT LOCATION.
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, BARRICADE'S, 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 CF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED PAVEMENT REHABILITATION PROJECT
IMPROVEMENTS NOT COMMENCE WITHIN TWO
L.D. KING, INC. YEARS OF THE DATE OF APPROVAL SHOWN DRAWN BY: DETAIL SHEET SCALE
l)lcinr; 2151 CONVENTION CENTER WAY HEREON AND CARRIED FORTH IN A DILIGENT MSM
LSUITE 1008 MANNER, THE CITY ENGINEER MAY REQUIRE DESIGNED BY: DETAILS, CONSTRUCTION NOTES, DATE:
ONTARIO, CA 91764 REVISIONS TO THE PLANS TO BRING THEM GENERAL NOTES, LEGEND 02/08/00
(909) 937-0200
INTO CONFORMANCE WITH CONDITIONS AND CHECKED BY: APPROVED BY: DATE: DRAWING NO.: 2
STANDARDS IN EFFECT. 1.�:`t-c" /h, 7-12-00 2817 18
FoeCITY ENGINEER R.C.E. No. 25126-"
11 08- R
1
REVISED HEADWALL & RAILING PER FCD.
7/11 /00
DEW
M •
7-12-w
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
H.
G
i OpJ N
N0. C 21062
EXP. 9-30-01
J,�gTc� C IV
OF CALF
SUBMITTED BY:
SCALE: 1"=l 0'
1
REMOVAL LIMIT FOR EXISTING
LINING AND WINGWALLS
R/W
SEA (1) CONSTRUCT 8' WIDE X -GUTTER AS SHOWN
'E 3 PER CITY STD. DETAIL 104
(2) SAW CUT EXISTING AC AND MATCH X -GUTTER
TO EXISTING GRADES ON PALMETTO.
COLD PLANE OWEN STREET TO MEET LIP
OF NEW X -GUTTER
(3) REMOVE EXISTING SIDEWALK AND CONSTRUCT
H.C. RAMP, CASE A TYPE 3.
(4) GRADES SHOWN ARE EXISTING
ASE A
YPE 3
JOIN EXISTING
CURB AND GUTTER
DATE: ?z/. Z do
DOUGLAS 'H. MAYS R.C.E. No. 21062
EXPIRES: 9-30-01
CITY OF FONTANA
GENERAL NOTES
FOR
STREET IMPROVEMENT PLANS
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 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
-METRIC EDITION, UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON
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 T; HE 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 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 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. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE REWORKING 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 CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER LATERAL, IF CURB REMOVED
AND REPLACED AT THAT LOCATION.
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, BARRICADE'S, 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 CF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED PAVEMENT REHABILITATION PROJECT
IMPROVEMENTS NOT COMMENCE WITHIN TWO
L.D. KING, INC. YEARS OF THE DATE OF APPROVAL SHOWN DRAWN BY: DETAIL SHEET SCALE
l)lcinr; 2151 CONVENTION CENTER WAY HEREON AND CARRIED FORTH IN A DILIGENT MSM
LSUITE 1008 MANNER, THE CITY ENGINEER MAY REQUIRE DESIGNED BY: DETAILS, CONSTRUCTION NOTES, DATE:
ONTARIO, CA 91764 REVISIONS TO THE PLANS TO BRING THEM GENERAL NOTES, LEGEND 02/08/00
(909) 937-0200
INTO CONFORMANCE WITH CONDITIONS AND CHECKED BY: APPROVED BY: DATE: DRAWING NO.: 2
STANDARDS IN EFFECT. 1.�:`t-c" /h, 7-12-00 2817 18
FoeCITY ENGINEER R.C.E. No. 25126-"
11 08- R