HomeMy WebLinkAbout4945-10
LOS
ANGELES
ANAHEIM
TWO WORKING
GAY'S BEFORE
yni I nIr.
7O,LL FREE 800-422-413,5
i�UBLIC SERVICE BY sJND SERVICE ALERT
R {'V�`y Y Y T
TO
PALM SPRINGS
SCALE "
A
N.T.S.
! 1 i
UTIlLilly CONTACTS
ELECTRICITY
SOUTHERN CALIFORNIA EDISON COMP ' NY
300 N. PEPPER AVE.
RIALTO, CA 92376
UNDERGROUND: (909) 357-6233
TRANSMISSION: (909) 875-5100
PIPELINES: (909) 657-1233
DISTRIBUITION: (909) 357-6233
NMI
SOUTHERN CALIFORNIA GAS CO.
1981 LUGOONIA AVENUE
REDLANDS, CA 92374
ATT'N JOHN OATES
EMERGENCIES: (800) 427-2200
�l
FONTANA WATER COIF ,%DIY
8440 NUEVOO AVENUE
FONTANA, CA 92335
ATTN: MICHAEL MIcGR/ V
(909) 822-22011
FAX (909) 283-504(
r
CITY OF i
SIERRA8353 AVENUE
FONTANA,92335
' 350-6632
1400 E. PHILLIPS RANCH BLVD. 1205 DUPONT AVENUE
ONTARIO, CA 91766 ONTARIO, CA 91761
ATT'N STEVE HOCK ATT'N JACK HAYES
(800 422-4133 (909) 390--4738
SHEE I INDEX.
.STREET NAME SHT. DESCRTiPTION
TITLE SHEET 1 VICINITY MAF, LOCATION MAP,
AND H�_ET INDEX.
LYTLE CREEK ROAD STATION 7+91.03 TO
STATION 10+8,9.24
L_YTL_E CREED ROAD ECTI N (REFERENCE)
E)
BENCH MARK
BM ID: 625 DATE: 0/08
LYTLE CREEK rJ CAKTER RR SPK. IN
PP AT N/E CUR. ELEV. 1515.96 FT.
2'
a
Lo
ry
ui
m
16.5'
PARTWAY
uj
CL
i
LYTLE CREEK ROAD TYPICAL r
N. T. 5,
(?:4=65)
5'
GRIND 0.10' MIN. MI
EXIST. PAVEMENT AND-
OVERLAY
ND OVERLAY 0.10 MIN,
t
EXISTING PAVEMENT-"'
NOT TO SCALE
AND REMICIVE
HAVILIVILINI
�� . !
REMOVEIKE
WHERE REDWOOD
-HEADER
PAVEMENTNEW
e
SHC`11I.O CONSTRUCTION OF THE REQUIRED
IMPF J . EMENTS NOT COMMENCE WITHIN TO
YEAR S OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLAN 3 TO BRING THEM INTO CONFORMANCE WITH
STAN,)ARDS IN EFFECT.
C
CARTER AVENUE+
-LOCATION_A.
N.T.S,
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACTOR 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.
. 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 AREA (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 RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES , DELINEATORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.N11
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
TRENCHES FIVE (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 THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN POTENTIAL EXISTS FOR GROUND
MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10, THE LOCATIONS OF THE 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 1-8001-227-26001 TWO WORKING DAY'S BEFORE
EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
`' TELEPHONE, , ` L` CTRIC CABLE TELEVISION LANDSCAPING, LANDSCAPE IRRIGATION, DOM LIMITED �I C1, GAS, TELEP O L, E E , �
WATER RECLAIMED WATER SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES
SHALL BE GIVEN TWO WORKING DAY'S NOTICE PRIOR TO WORK AROUND C THEIR E FACILITIES,
12. THE CCONTRACTOR SHALL NOT OPERATE ANY FIDE 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 STADES 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.N.
'
"'
16. THE CONTRACTOR .HALL 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
TES 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 TES TO MONUMENTS CAN
BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT,
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENCE AND BUSINESS AT ALL TIMES. A
MINIMUM 12 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENCE AND
EMERGENCY VEHICLES,
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AND 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 CURING CONSTRUCTION WITHOUT' PRIOR
WRITTEN APPROVAL.
22. NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRI,O,R APPROVAL OF THE CIT INSPECTOR, -
23, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN ' THE REQUIRE-
DENSITY
Et UIRErvyDENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIEDDENSITY IS OBTAINED.
� STREET
24, CARE SHALL BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING REE
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ER'ODEABLE
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 SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISI-ING
CONCRETE,
27, THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LATERAL.
28, NO C/ ONfCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE SEEN 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.
1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE
CITY ENINEI.R AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUA,_ THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET :SECTIONS
SHALL BE RECOMMENDED BY A GEOTECHNICAL DEPORT 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.
4. 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.
PRIVATE ENGINEEKS NOTES TO CONTRACTOR
THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE 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 JOBSITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOSLY 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 OR WORK ON THIS PROJECT, EXCEPTING FOUR
LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER
OR THE ENGINEER.
CONSTRUCTION T TIES
1
CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA
STD. PLAN NO, 1000.
151 L. F.
DESIGNED BY. -
CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA
1'CHECKED
STD. PLAN NO. 1006.
670 S.F.
CONSTRUCT NEW 4,5" A,. PAVEMENT OVER 12" MIN, OF
OVER 95 COMPACTED NATIVE MATERIAL.
17 C.Y.
4-
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF
FONTANA STD, PLAN NO, 10012.
452 S.F.
5
PROTECT IN PLACE UTILITY POLE.
1 EA,
REMOVE EXISTING CONCRETE SIDEWALK CURB AND GUTTER.
36 L.F. OF CURB
SAW UT AND REMOVE EXITINTA.C..PAVE PAVEMENT.
02 S.F.
CONSTRUCT 4 DIA. PVC SCHEDULE 40 DRAIN PIPE PER CITY {}-
FONTANA STD, PLAN 3002,
25 L.F. OF PIPE
0
LOS
ANGELES
ANAHEIM
TWO WORKING
GAY'S BEFORE
yni I nIr.
7O,LL FREE 800-422-413,5
i�UBLIC SERVICE BY sJND SERVICE ALERT
R {'V�`y Y Y T
TO
PALM SPRINGS
SCALE "
A
N.T.S.
! 1 i
UTIlLilly CONTACTS
ELECTRICITY
SOUTHERN CALIFORNIA EDISON COMP ' NY
300 N. PEPPER AVE.
RIALTO, CA 92376
UNDERGROUND: (909) 357-6233
TRANSMISSION: (909) 875-5100
PIPELINES: (909) 657-1233
DISTRIBUITION: (909) 357-6233
NMI
SOUTHERN CALIFORNIA GAS CO.
1981 LUGOONIA AVENUE
REDLANDS, CA 92374
ATT'N JOHN OATES
EMERGENCIES: (800) 427-2200
�l
FONTANA WATER COIF ,%DIY
8440 NUEVOO AVENUE
FONTANA, CA 92335
ATTN: MICHAEL MIcGR/ V
(909) 822-22011
FAX (909) 283-504(
r
CITY OF i
SIERRA8353 AVENUE
FONTANA,92335
' 350-6632
1400 E. PHILLIPS RANCH BLVD. 1205 DUPONT AVENUE
ONTARIO, CA 91766 ONTARIO, CA 91761
ATT'N STEVE HOCK ATT'N JACK HAYES
(800 422-4133 (909) 390--4738
SHEE I INDEX.
.STREET NAME SHT. DESCRTiPTION
TITLE SHEET 1 VICINITY MAF, LOCATION MAP,
AND H�_ET INDEX.
LYTLE CREEK ROAD STATION 7+91.03 TO
STATION 10+8,9.24
L_YTL_E CREED ROAD ECTI N (REFERENCE)
E)
BENCH MARK
BM ID: 625 DATE: 0/08
LYTLE CREEK rJ CAKTER RR SPK. IN
PP AT N/E CUR. ELEV. 1515.96 FT.
2'
a
Lo
ry
ui
m
16.5'
PARTWAY
uj
CL
i
LYTLE CREEK ROAD TYPICAL r
N. T. 5,
(?:4=65)
5'
GRIND 0.10' MIN. MI
EXIST. PAVEMENT AND-
OVERLAY
ND OVERLAY 0.10 MIN,
t
EXISTING PAVEMENT-"'
NOT TO SCALE
AND REMICIVE
HAVILIVILINI
�� . !
REMOVEIKE
WHERE REDWOOD
-HEADER
PAVEMENTNEW
e
SHC`11I.O CONSTRUCTION OF THE REQUIRED
IMPF J . EMENTS NOT COMMENCE WITHIN TO
YEAR S OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLAN 3 TO BRING THEM INTO CONFORMANCE WITH
STAN,)ARDS IN EFFECT.
C
CARTER AVENUE+
-LOCATION_A.
N.T.S,
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACTOR 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.
. 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 AREA (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 RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES , DELINEATORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.N11
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
TRENCHES FIVE (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 THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN POTENTIAL EXISTS FOR GROUND
MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10, THE LOCATIONS OF THE 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 1-8001-227-26001 TWO WORKING DAY'S BEFORE
EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
`' TELEPHONE, , ` L` CTRIC CABLE TELEVISION LANDSCAPING, LANDSCAPE IRRIGATION, DOM LIMITED �I C1, GAS, TELEP O L, E E , �
WATER RECLAIMED WATER SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES
SHALL BE GIVEN TWO WORKING DAY'S NOTICE PRIOR TO WORK AROUND C THEIR E FACILITIES,
12. THE CCONTRACTOR SHALL NOT OPERATE ANY FIDE 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 STADES 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.N.
'
"'
16. THE CONTRACTOR .HALL 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
TES 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 TES TO MONUMENTS CAN
BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT,
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENCE AND BUSINESS AT ALL TIMES. A
MINIMUM 12 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENCE AND
EMERGENCY VEHICLES,
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AND 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 CURING CONSTRUCTION WITHOUT' PRIOR
WRITTEN APPROVAL.
22. NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRI,O,R APPROVAL OF THE CIT INSPECTOR, -
23, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN ' THE REQUIRE-
DENSITY
Et UIRErvyDENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIEDDENSITY IS OBTAINED.
� STREET
24, CARE SHALL BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING REE
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ER'ODEABLE
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 SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISI-ING
CONCRETE,
27, THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LATERAL.
28, NO C/ ONfCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE SEEN 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.
1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE
CITY ENINEI.R AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUA,_ THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET :SECTIONS
SHALL BE RECOMMENDED BY A GEOTECHNICAL DEPORT 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.
4. 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.
PRIVATE ENGINEEKS NOTES TO CONTRACTOR
THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE 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 JOBSITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOSLY 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 OR WORK ON THIS PROJECT, EXCEPTING FOUR
LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER
OR THE ENGINEER.
4
STREET IMPROVEMENT PLAN
TITLE SHEET- _ 20'
GATE:
61 f L`TLE CREEK ROAD 3-25-1
{
5.
DRAWING NO.
;rri ssssy:yt 0; �yY
EE1 1.C. E. 51152 2
MSA.
i O �N
z
� f .
DESIGNED BY. -
1'CHECKED
9
:.
CA90240
4
STREET IMPROVEMENT PLAN
TITLE SHEET- _ 20'
GATE:
61 f L`TLE CREEK ROAD 3-25-1
{
5.
DRAWING NO.
;rri ssssy:yt 0; �yY
EE1 1.C. E. 51152 2