HomeMy WebLinkAbout4869-1VION" KMP
Nn
S TORM D) I M IN GENERA L NOTES
1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOKS ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST ED/TION 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 /N THE '"GREEN BOOK; THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICA77NG DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR
TO IMPLEMENTING DETOURS.
5. CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY SERVICES
DEPARTMENT, ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED /N 171E STATE OF CALIFORNIA MANUAL OF TRAFFIC CON7POLS, LA7FST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7. IT SHALL BE THE RESPONS/B/L/TY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR 0THER
TRAFFIC CONTROL DEV/CES AT ALL TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR 7PENCHES 5
FEET OR GREA7FR /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFER:
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREA7FR THAN FIVE (5) FEET /N DEPTH SHALL BE GUARDED
BY SHORING, SLOP/NG OF THE GROUND OR 0THER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF
THE DMS/ON OF INDUSTRIAL SAFETY OF THE STATE OF CAL/FORN/A. TRENCHES LESS 7HHAN F1 VE (5) FEET
SHALL ALSO BE GUARDED WHEN THE P07FNTIAL EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11. THE LOCA 770NS OF U77L/TIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DE7FRMINE, IN THE FIELD, 171E 7RUE LOCA770N
AND ELEVA770N OF ANY EX/ST7NG UT7L/77ES, AND TO EXERCISE PROPER PRECAU770N TO AVOID DAMAGE
THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO
WORK/NG DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORD/NA7F CONSTRUCTION WITH FONTANA UNIFIED SCHOOL D157P/CT AND ALL
UTTLITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 7FLEPHONE, ELECTRIC, CABLE 7FLEWS/ON,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMES77C W47FR, SEWER, STORM DRAIN. ALL UTILITY
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FAC/L/T/ES.
13. THE CONTRACTOR SHALL NOT OPER47F ANY FIRE HYDRANT OR W47FR MAIN VALVES WITHOUT APPROPR/A7F
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINA7F WITH THE APPROPR/ATF W47FR COMPANY FOR
VALVE OPERATION AND WATER REQUIREMENTS
14. STA770N/NG REFERS TO THE CEN7H"RLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE N07FD.
15. ADEQUATE CONSIRUC770N CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUC770N CON7ROL STAKING DURING CONS7PUCRON.
16. THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS; MONUMENT 77ES OR BENCH MARKS
WITHOUT PRIOR N077RCA770N TO THE CITY ENG/NEER.
CITY OF FON TANA
LAUREL A VENUE &SEI//LLEA VENUE
VTERSECT/ON
S TORM DRA IN IMPR 0 VEMEN T PLAN
THE
SEVILLEAVE
UN
0246-021-08 0 0246-223-39 0246-221-06 024&221-05 O
t
_ SHEET2
_ _
M -ml
E;m sm m m Em
m m m m m m
LAUREL AVENUE ,
M/N. IN EX/ST/NG AC
0246-031-310246-03122 I I PAY LIMITS FOR AC
INDEXMAP
SCALE l'--40'
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCON7ROL, INCLUDING SURVEY MONUMENT5, 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 VEHICLESS,
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECT/VE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WA7FRING, AT ALL TIMES.
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED M47FR/AL, MUD, SILT OR DEBRIS TO BE DEPOS17FD
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
DENS/TY SHALL REQUIRE RE -WORKING OF THAT POR770N OF THE WORK UN77L THE SPECIFIED DENSITY IS
OBTAINED.
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENG/NEER MAY REQUIRE TEMPORARY
NON-ERODE48LE SWALES ENTER/NG OR LEAVING IMPROVEMENTS.
24. ALL EXPOSED CONCRE7F SURFACES SHALL CONFORM /N GRADE, COLOR AND RN/SH TO MATCH EXIS77NG
CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PR/OR APPROVAL OF THE CITY
ENG/NEER.
26. PRIOR TO CONS7RUCT/ON, THE CONTRACTOR SHALL EXPOSE EX/SRNG FACILITIES, AND VER/FY ELEVA770N
AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNEC770NS TO EX/SRNG FACIL177ES DOES NOT
IMPLY CORRECTNESS OF ELEVA770NS OR LOCA770NS SHOWN ON THE PLANS.
27. IF EXISTING U77LI77ES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS THE
CONTRACTOR SHALL N077FY THE ENG/NEER AND ALL AFFECLSD AGENCIES /MMED/A7FLY.
28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING S7FEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, 7FS7FD AND APPROVED PR/OR TO PAVING OF S7REETS.
JO APPROVED SOIL S7FR/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FIN/SHED GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
32. UPON COUPLE770N OF 0ON57RUCRON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES
AND OTHER 7R4FF/C CON7ROL DEV/CES TO THE SATISFACTION OF THE CITY TRAFFIC ENG/NEER.
3J- AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
NOT/CE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIL/TY PIPES OR STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND
SHALL BE CONFIRMED BY A CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE /N
ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTTL/TY LINES SHOWN OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCT/ON CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBIL17Y FOR JOB SITE COND1770NS DURING 771E COURSE OF CONSTRU0770N OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY
CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONS77?U0770N CONTRACTOR
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD C/7Y OF FONTANA HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNEC770N WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPRON LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
ALL CONTRACTORS AND SUB CONTRACTORS AND SHALL COMPLY WITH THE '"OCCUPATIONAL SAFETY AND
HEAL TH REGULA770NS" OF THE US DEPARTMENT OF LABOR AND WITH THE STA 7F OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELA770NS "CONSTRUCT/ON SAFETY ORDERS" THE CITY OF FONTANA SHALL
NOT BE RESPONSIBLE /N ANY WAY FOR 771E CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID
REGULATIONS AND ORDERS.
UNAUTHORIZED CHANGES & USES: THE ENG/NEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR
LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE /N WRITING AND MUST BE APPROVED BY THE ENG/NEER PREPARING THESE PLANS.
POTHOLE VERIFICA TION
7HE EX/S7FNCE AND LOCA 770N OF ANY UNDERGROUND UTTLI7Y PIPES OR S7RUC7URES SHOWN
ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ADD1770NAL
UNDERGROUND FACILITIES MAY EX/ST, OR THE LOCA770N OF FACILITIES MAY DIFFER FROM THE
LOCATIONS SHOWN ON THE PLANS. 7HE CONTRACTOR SHALL AT HIS OWN EXPENSE DE7FRM/NE
THE EXACT LOCA770N OF ALL SUCH UNDERGROUND U77LITIES PR/OR TO DO/NG ANY WORK OR
TAKING ANY AC770N THAT MAY DAMAGE SUCH FACIL177ES OR INTERFERE WITH THEIR CON77NUOUS
OPERATIONS UPON LEARN/NG OF THE EX67FNCE AND LOCATION OF ANY UNDERGROUND
FACIL177ES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE
U77LI7Y OWNER. THE CONTRACTOR SHALL /MMED/A7FL Y N077FY THE U77LITY OWNER AND THE
ENGINEER BY TELEPHONE AND /N WRIT/NG
REMOVE & REPLACE WITH 4 1/2» AC
95.x' NATIVE COMPACTED 12" MIN.
NO ROCKS GREATER THAN 3"
NATIVE SOIL 907' COMPACTED (1 " MAX.)
18" R. C, P, STORM DRAIN PIPE
TRENCH DE TA IL
NT.S.
LEGEND
CONSTRUCT NEW AC PAVEMENT
KX�� REMOVE EXISTING IMPROVEMENTS
CONSTRUCT AC OVERLAY
CONSTRUCT NEW CONCRETE
A 4
AAs EX/ST7NG GAS UNE
W- EXIS77NG WATER LINE
s EX/5771VG SEWER LINE
T EX/STING TELEPHONE LINE
Fo EXIS17NG FIBER OP17C LINE
CONSTRUCTIONNOTES
FOOTHILL BLVD
Ql
CONSTRUCT 18" RCP (D-3000) PER 'TRENCH DETAIL `HEREON
�
W
W
1 EA
Q3
j
jV
V
4Q
OW
2,056 SF
O
V
CONSTRUCT 4 1/2" AC OVER 12" MIN 95% COMPACTED NATIVE
33 TONS
UPLAND AVE
CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STlJ. PLAN N0. 403
708 SF
Q7
SE/ILLEAVE
---
8Q
PROTECT /N PLACE
ARROW RL VD
9Q
CONSTRUCT 8" CONCRETE CURB AND GUTTER PER C/TY OF FONTANA STD. PLAN. N0. 1000
127 LF
OO
VION" KMP
Nn
S TORM D) I M IN GENERA L NOTES
1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOKS ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST ED/TION 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 /N THE '"GREEN BOOK; THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICA77NG DURATION OF PROJECT SHALL BE /N PLACE ONE WEEK PRIOR
TO IMPLEMENTING DETOURS.
5. CONSTRUC77ON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY SERVICES
DEPARTMENT, ENGINEERING DEPARTMENT PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED /N 171E STATE OF CALIFORNIA MANUAL OF TRAFFIC CON7POLS, LA7FST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7. IT SHALL BE THE RESPONS/B/L/TY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR 0THER
TRAFFIC CONTROL DEV/CES AT ALL TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR 7PENCHES 5
FEET OR GREA7FR /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFER:
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREA7FR THAN FIVE (5) FEET /N DEPTH SHALL BE GUARDED
BY SHORING, SLOP/NG OF THE GROUND OR 0THER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF
THE DMS/ON OF INDUSTRIAL SAFETY OF THE STATE OF CAL/FORN/A. TRENCHES LESS 7HHAN F1 VE (5) FEET
SHALL ALSO BE GUARDED WHEN THE P07FNTIAL EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11. THE LOCA 770NS OF U77L/TIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DE7FRMINE, IN THE FIELD, 171E 7RUE LOCA770N
AND ELEVA770N OF ANY EX/ST7NG UT7L/77ES, AND TO EXERCISE PROPER PRECAU770N TO AVOID DAMAGE
THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO
WORK/NG DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORD/NA7F CONSTRUCTION WITH FONTANA UNIFIED SCHOOL D157P/CT AND ALL
UTTLITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 7FLEPHONE, ELECTRIC, CABLE 7FLEWS/ON,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMES77C W47FR, SEWER, STORM DRAIN. ALL UTILITY
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FAC/L/T/ES.
13. THE CONTRACTOR SHALL NOT OPER47F ANY FIRE HYDRANT OR W47FR MAIN VALVES WITHOUT APPROPR/A7F
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINA7F WITH THE APPROPR/ATF W47FR COMPANY FOR
VALVE OPERATION AND WATER REQUIREMENTS
14. STA770N/NG REFERS TO THE CEN7H"RLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE N07FD.
15. ADEQUATE CONSIRUC770N CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUC770N CON7ROL STAKING DURING CONS7PUCRON.
16. THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS; MONUMENT 77ES OR BENCH MARKS
WITHOUT PRIOR N077RCA770N TO THE CITY ENG/NEER.
CITY OF FON TANA
LAUREL A VENUE &SEI//LLEA VENUE
VTERSECT/ON
S TORM DRA IN IMPR 0 VEMEN T PLAN
THE
SEVILLEAVE
UN
0246-021-08 0 0246-223-39 0246-221-06 024&221-05 O
t
_ SHEET2
_ _
M -ml
E;m sm m m Em
m m m m m m
LAUREL AVENUE ,
M/N. IN EX/ST/NG AC
0246-031-310246-03122 I I PAY LIMITS FOR AC
INDEXMAP
SCALE l'--40'
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCON7ROL, INCLUDING SURVEY MONUMENT5, 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 VEHICLESS,
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECT/VE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WA7FRING, AT ALL TIMES.
20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED M47FR/AL, MUD, SILT OR DEBRIS TO BE DEPOS17FD
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
DENS/TY SHALL REQUIRE RE -WORKING OF THAT POR770N OF THE WORK UN77L THE SPECIFIED DENSITY IS
OBTAINED.
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENG/NEER MAY REQUIRE TEMPORARY
NON-ERODE48LE SWALES ENTER/NG OR LEAVING IMPROVEMENTS.
24. ALL EXPOSED CONCRE7F SURFACES SHALL CONFORM /N GRADE, COLOR AND RN/SH TO MATCH EXIS77NG
CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PR/OR APPROVAL OF THE CITY
ENG/NEER.
26. PRIOR TO CONS7RUCT/ON, THE CONTRACTOR SHALL EXPOSE EX/SRNG FACILITIES, AND VER/FY ELEVA770N
AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNEC770NS TO EX/SRNG FACIL177ES DOES NOT
IMPLY CORRECTNESS OF ELEVA770NS OR LOCA770NS SHOWN ON THE PLANS.
27. IF EXISTING U77LI77ES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS THE
CONTRACTOR SHALL N077FY THE ENG/NEER AND ALL AFFECLSD AGENCIES /MMED/A7FLY.
28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING S7FEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, 7FS7FD AND APPROVED PR/OR TO PAVING OF S7REETS.
JO APPROVED SOIL S7FR/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FIN/SHED GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
32. UPON COUPLE770N OF 0ON57RUCRON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES
AND OTHER 7R4FF/C CON7ROL DEV/CES TO THE SATISFACTION OF THE CITY TRAFFIC ENG/NEER.
3J- AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
NOT/CE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIL/TY PIPES OR STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND
SHALL BE CONFIRMED BY A CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE /N
ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTTL/TY LINES SHOWN OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT /N ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCT/ON CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBIL17Y FOR JOB SITE COND1770NS DURING 771E COURSE OF CONSTRU0770N OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY
CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONS77?U0770N CONTRACTOR
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD C/7Y OF FONTANA HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNEC770N WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPRON LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
ALL CONTRACTORS AND SUB CONTRACTORS AND SHALL COMPLY WITH THE '"OCCUPATIONAL SAFETY AND
HEAL TH REGULA770NS" OF THE US DEPARTMENT OF LABOR AND WITH THE STA 7F OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELA770NS "CONSTRUCT/ON SAFETY ORDERS" THE CITY OF FONTANA SHALL
NOT BE RESPONSIBLE /N ANY WAY FOR 771E CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID
REGULATIONS AND ORDERS.
UNAUTHORIZED CHANGES & USES: THE ENG/NEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR
LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE /N WRITING AND MUST BE APPROVED BY THE ENG/NEER PREPARING THESE PLANS.
POTHOLE VERIFICA TION
7HE EX/S7FNCE AND LOCA 770N OF ANY UNDERGROUND UTTLI7Y PIPES OR S7RUC7URES SHOWN
ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ADD1770NAL
UNDERGROUND FACILITIES MAY EX/ST, OR THE LOCA770N OF FACILITIES MAY DIFFER FROM THE
LOCATIONS SHOWN ON THE PLANS. 7HE CONTRACTOR SHALL AT HIS OWN EXPENSE DE7FRM/NE
THE EXACT LOCA770N OF ALL SUCH UNDERGROUND U77LITIES PR/OR TO DO/NG ANY WORK OR
TAKING ANY AC770N THAT MAY DAMAGE SUCH FACIL177ES OR INTERFERE WITH THEIR CON77NUOUS
OPERATIONS UPON LEARN/NG OF THE EX67FNCE AND LOCATION OF ANY UNDERGROUND
FACIL177ES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE
U77LI7Y OWNER. THE CONTRACTOR SHALL /MMED/A7FL Y N077FY THE U77LITY OWNER AND THE
ENGINEER BY TELEPHONE AND /N WRIT/NG
REMOVE & REPLACE WITH 4 1/2» AC
95.x' NATIVE COMPACTED 12" MIN.
NO ROCKS GREATER THAN 3"
NATIVE SOIL 907' COMPACTED (1 " MAX.)
18" R. C, P, STORM DRAIN PIPE
TRENCH DE TA IL
NT.S.
LEGEND
CONSTRUCT NEW AC PAVEMENT
KX�� REMOVE EXISTING IMPROVEMENTS
CONSTRUCT AC OVERLAY
CONSTRUCT NEW CONCRETE
A 4
AAs EX/ST7NG GAS UNE
W- EXIS77NG WATER LINE
s EX/5771VG SEWER LINE
T EX/STING TELEPHONE LINE
Fo EXIS17NG FIBER OP17C LINE
CONSTRUCTIONNOTES
QUA NT/T/ES
Ql
CONSTRUCT 18" RCP (D-3000) PER 'TRENCH DETAIL `HEREON
199 LF
2Q
CONSTRUCT LOCAL DEPRESSION PER C/TY OF FONTANA STD. PLAN N0..i003
1 EA
Q3
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD PLAN N0. 3004. (W=14)
1 EA
4Q
REMOVE IX/ST/NG /MPROVfMENTS
2,056 SF
5Q
CONSTRUCT 4 1/2" AC OVER 12" MIN 95% COMPACTED NATIVE
33 TONS
6Q
CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STlJ. PLAN N0. 403
708 SF
Q7
RELOCATE IX/ST UT/LIT/F5 (BY OTHERS).
---
8Q
PROTECT /N PLACE
1 LS
9Q
CONSTRUCT 8" CONCRETE CURB AND GUTTER PER C/TY OF FONTANA STD. PLAN. N0. 1000
127 LF
OO
CONSTRUCT RES/DENT64L DRIVEWAY APPROACH PER CITY Of FONTANA STD. PLAN N0. 1002
(W/DIN PER PLAN). DRIVEWAY WIDTH AND LOCAAON /S SUBJECT TO CHANGE BASED ON
EXISTING F/ELD CONDIT/ONS AND/OR OWNER AND CITY INSPECTOR RECOMMENDAT/ON
1 EA
1Q
CONSTRUCT AC OVERLAY PER PLAN
333 SF
Q2
CONSTRUCT 1' M/N AC FEATHER FOR SMOOTH TRANS/TION
392 SF
Q
CONSTRUCT 8" CURB PER CITY OF FONTANA STD PLAN NO 1003.
(SIDEWALK, RAMP &ECT ARE TO BE EXCLUDED)
63 LF
SHEET /INDEX
1 ATLE SHEET - INDEX MAP, GENERAL NOTES, CONSTRUCAON NOTES
2 STORM DRAIN UNE A
S,\DESIGN SECTION\CIP IMPROVEMENTS\Laurel at PE Trafl\SHEET l,dwg Nov 16, 10 - IlMam
El
PAL