HomeMy WebLinkAbout3803-1STORM DRAIN IMPROVEMENT NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CIT1' 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE
ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
5. 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.
6. 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.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
8. 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.
9. 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.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
11. 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.
12. 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.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH
THEAPPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 SURVEYCONTROL, 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. 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.
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 DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
Q, WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
3
23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING
V) STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE
t TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
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J 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR
APPROVAL OT HE CITY ENGINEER.
a BASIS OF BEARINGS LEGAL DESCRIPTION: OWNER/DEVELOF
o E THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OFA
E 0 LINE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 CENTEX HOMES
L.o TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN 1265 CORONA PO
� � ON RIVAL TRACT MAP NO. 13750, BLED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORONA,
CA 928
E AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE � 6 WEST, SAN BERNARDINO PH: (951) 479-9301
MEIAN
0 OF THE COUNTY RECORDER OF SAN BERNARDINO RID 'COUNTY OF SAN FAX. (951) 479-28'
�r COUNTY, BEING NORTH 00'30'24' WEST. BERNARDINO.
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3-.1 UBLI BY UNDE G ❑UND SERVICE ALERT
CITY OF FONTANA
STORM DRAIN lAmPROVEMENT PLANS
COYOTE CANYON LINE "C"
AK
LEGEND
MAP
REINFORCED CONCRETE PIPE
CENTERLINE
CUBIC FEET PER SECOND
CEN TERLI NE
DUCTILE IRON PIPE
AMERICAN PUBLIC WORKS ASSOCIATION
INVERT
INTERSECTION
PROPERY LINE
PUBLIC UTILITY EASEMENT
POLY VINYL CHLORIDE
ELEVA TION
RIGHT OF WAY
SEWER LINE
STA TION
STREET STATION
STORM DRAIN LINE -
STANDARD
END OF CURVE
BEGINNING OF CURVE
nn►A►r /-% r- nr-1 *r-nc-r /%► ►n1 in T► ►nr-
UTILITY PURVEYORS
WA TER
WEST VALLEY WATER DISTRICT
RCP
855 W. BASELINE
90% COMPACTED NATIVE
CIL OR C.L.
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
ATTENTION: LON TSAI
CFS
TELEPHONE (909) 875-1804
SEWER
CITY OF FONTANA
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
8353 SIERRA AVENUE
DIP
FONTANA, CA 92335
STRIPING, BARRICADES,AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
ATTENTION: BRIAN WREN
APWA
TELEPHONE: (90.9) 350-6632
GAS
INV
33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
16231 VALLEY BOULEVARD
INT
FONTANA, CA 92335
LINE
P/L
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
TELEPHONE (909) 428-8407
PUE
1
I
PVC
/
VICTORVILLE, CA 92392
LE�
ATTENTION: FRANK ANGUSTAIN
I
/S
ELECTRIC
SOUTHERN CALIFORNIA EDI SON COMPANY
PER SECOND.
800 W. CIENEGA AVENUE
PRIOR TO PLACEMENT.
STA
"C-7" PROFILE
ATTENTION: JEF BURT
ST. STA
\
CABLE
SD
�
I
STD.
l
I
EC
"C-8"
TELEPHONE (909) 975-3343
BC
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non
MAP
REINFORCED CONCRETE PIPE
CENTERLINE
CUBIC FEET PER SECOND
CEN TERLI NE
DUCTILE IRON PIPE
AMERICAN PUBLIC WORKS ASSOCIATION
INVERT
INTERSECTION
PROPERY LINE
PUBLIC UTILITY EASEMENT
POLY VINYL CHLORIDE
ELEVA TION
RIGHT OF WAY
SEWER LINE
STA TION
STREET STATION
STORM DRAIN LINE -
STANDARD
END OF CURVE
BEGINNING OF CURVE
nn►A►r /-% r- nr-1 *r-nc-r /%► ►n1 in T► ►nr-
UTILITY PURVEYORS
WA TER
WEST VALLEY WATER DISTRICT
OR ADEQUATE SHORING
855 W. BASELINE
90% COMPACTED NATIVE
RIALTO, CA 92377
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
ATTENTION: LON TSAI
6" MIN.
8" MAX.
TELEPHONE (909) 875-1804
SEWER
CITY OF FONTANA
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
8353 SIERRA AVENUE
18-28
FONTANA, CA 92335
STRIPING, BARRICADES,AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
ATTENTION: BRIAN WREN
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
TELEPHONE: (90.9) 350-6632
GAS
THE GAS COMPANY
33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
16231 VALLEY BOULEVARD
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL
FONTANA, CA 92335
LINE
ATTENTION: STEVE ROBLES
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
TELEPHONE (909) 428-8407
TELEPHONE
VERIZON
BE INCREASED TO
16071 MOJAVE DRIVE, BLDG. B
PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEE
VICTORVILLE, CA 92392
PER SECOND. THE CONCRETE DESIGN STRENGHT IN THESE REACHES SHALL BE FC =
ATTENTION: FRANK ANGUSTAIN
TO PAVING OF STREET
TELEPHONE (760) 245-0330
ELECTRIC
SOUTHERN CALIFORNIA EDI SON COMPANY
PER SECOND.
800 W. CIENEGA AVENUE
PRIOR TO PLACEMENT.
SAN DIMAS, CA 91773
"C-7" PROFILE
ATTENTION: JEF BURT
Qt�Q'��SS/Q�j
TELEPHONE (909) 592-3737
CABLE
ADELPHI A COMMUNI CA TIONS
BENCH MARK:
1500 S. AUTO CENTER DRIVE
�`�•'�G 01
ONTARIO, CA 91761
SHALL HAVE ADEQUATE SHORING. TRENCH STABILITY SHALL CONFORM
A TTEN TION: LEWIS MCDONALD
"C-8"
TELEPHONE (909) 975-3343
SHEET INDEX
1
2
3
0
5
7
tl
9A
10
11
12
13
1 "=250'
3/4:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
90% COMPACTED NATIVE
14-16
26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES,
31. ALL MANHOLES,CLEANOUT FRAMES,COVERS AND VALVE BOXES SHALL BE RAISED TO
6" MIN.
8" MAX.
AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF
FINISHING GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
17
CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF
32• UPON COMPLETION OF CON STRUCTI ON, CONTRACTOR SHALL RESTORE ALL SIGNING,
18-28
m
STRIPING, BARRICADES,AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
OF THE CITY TRAFFIC ENGINEER.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
GRANULAR BEDDING FROM SELECTED
IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL
OF RECORD,WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
LINE
AFFECTED AGENCIES IMMEDIATELY.
34. MINIMUM D -LOAD FOR ALL RCP IS 1350.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONRETE PIPES MUST
BE INCREASED TO
BEEN PLACED, INSPECTED AND APPROVED.
PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEE
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
PER SECOND. THE CONCRETE DESIGN STRENGHT IN THESE REACHES SHALL BE FC =
5,000 PSI FOR
TO PAVING OF STREET
VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC = 6,000 PSI FOR VELOCITIES
EXCEEDING 30 FEE
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT
PER SECOND.
17+00.00 TO STA. 24+08.30
PRIOR TO PLACEMENT.
LINE
"C-7" PROFILE
1. TRENCH WIDTH SHALL BE CONTROLLED
Qt�Q'��SS/Q�j
TO TOP OF PIPE ZONE. COMPACTION SHALL BE 90Z IN ALL
SOIL ENGINEER
BENCH MARK:
2. TRENCH DEPTHS OF GREA'T`ER THAN 5' ZONES UNLESS OTHERWISE SPECIFIED.
�`�•'�G 01
24+08.30 TO STA. 30+51.80
SHALL HAVE ADEQUATE SHORING. TRENCH STABILITY SHALL CONFORM
LINE
"C-8"
3. CLASS 11 AGGREGATE BASE ALL TO CAL -OSHA REQUIREMENTS.
STA.
10+00.00 TO STA. 13+04.82
TRENCHES LESS THAN 10' IN LENGTH.
ALBUS-KEEFE AND ASSOC., INC.
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
STA.
10+00.00 TO STA. 17+00.00
COURT
1011 N. ARMANDO STREET
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT
f' w 9
LAT
"C-1 B" PLAN AND PROFILE
ANAHEIM, CA 92806
AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF
`
�
STA.
PH: (714) 630-1626
SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 02 FOOT SOUTH OF
LINE
"C-3" PLAN AND PROFILE
FAX: (714) 630-1916
CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED '33A 19921.
J'q CO.
CP "C
-3B" PLAN AND PROFILE
NAVD 88 - 1508.56 (FEET)
"C -3C" PLAN AND PROFILE
OF CA1.���
CP "C
-3D" PLAN AND PROFILE
CP "C
-3E" PLAN AND PROFILE
ENGINEER'S NOTICE TO CONTRACTORS
SEAL -ENGINEER
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR
DEBRIS BASIN "C"
DUNCAN CANYON
- ROAD
SITE LOCATION
CHERRY
AVENUE
RAD CREEK
SUMMIT 1 \� DUNCAN CANYON
AVENUE ROAD
MINITY MAP
N.T.S
Sol I NprA I
I
N
3" MAX. SIZE
NATIVE SOIL
COMPACTED 95%
GRANULAR BEDDING
FROM SELECTED
I- TRENCH SIDE
-I MATERIAL
(1 " MAX SIZE)
TITLE SHEET/VICINITY MAP/INDEX MAP
3/4:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
90% COMPACTED NATIVE
N
BACKFILL 6" MAX SIZE
"C",
6" MIN.
8" MAX.
Sol I NprA I
I
N
3" MAX. SIZE
NATIVE SOIL
COMPACTED 95%
GRANULAR BEDDING
FROM SELECTED
I- TRENCH SIDE
-I MATERIAL
(1 " MAX SIZE)
TITLE SHEET/VICINITY MAP/INDEX MAP
=III III=
CONSTRUCTION NOTES
"C",
STORM DRAIN
J
LINE
PLAN AND PROFILE
m
Z
STA.
10+00.00 TO STA. 17+00.00
GRANULAR BEDDING FROM SELECTED
o
LINE
"C-5", PLAN AND PROFILE
"C-6';
TRENCH MATERIAL FOR TRENCH
LINE
PLAN AND PROFILE
DEPTH GREATER THAN 10.
m
"C"
USE 1/2 CRUSHED ROCK.
LINE
PLAN AND PROFILE
STA.
17+00.00 TO STA. 24+08.30
NOTES NOTE:
LINE
"C-7" PROFILE
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE. COMPACTION SHALL BE 90Z IN ALL
LINE
"C" PLAN AND PROFILE
2. TRENCH DEPTHS OF GREA'T`ER THAN 5' ZONES UNLESS OTHERWISE SPECIFIED.
STA.
24+08.30 TO STA. 30+51.80
SHALL HAVE ADEQUATE SHORING. TRENCH STABILITY SHALL CONFORM
LINE
"C-8"
3. CLASS 11 AGGREGATE BASE ALL TO CAL -OSHA REQUIREMENTS.
STA.
10+00.00 TO STA. 13+04.82
TRENCHES LESS THAN 10' IN LENGTH.
LINE
"C-1" PLAN AND PROFILE
TRENCH BEDDING DETAIL
STA.
10+00.00 TO STA. 17+00.00
LAT
"C -1A" PLAN AND PROFILE
N.T.S.
LAT
"C-1 B" PLAN AND PROFILE
LINE
"C-1" PLAN AND PROFILE
STA.
17+00.00 TO STA. 25+80.37
LINE
"C-3" PLAN AND PROFILE
CP "C
-3A" PLAN AND PROFILE
CP "C
-3B" PLAN AND PROFILE
LAT
"C -3C" PLAN AND PROFILE
CP "C
-3D" PLAN AND PROFILE
CP "C
-3E" PLAN AND PROFILE
ENGINEER'S NOTICE TO CONTRACTORS
PROFILE SHEET
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR
DEBRIS BASIN "C"
STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES
NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR
LINE
"C+0 PLAN AND PROFILE
IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL
STA.
10+00.00 TO STA. 14+91.20
BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO
LINE
"C-8" PLAN AND PROFILE
WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON,
WATER QUALITY LINE "C" PLAN AND
AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED
PROFILE
UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S
WATER QUALITY LINE "C-1" PLAN AND
RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY
PROFILE
COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND
LINE
"D" PLAN AND PROFILE
SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO
STA.
10+00.00 TO STA. 12+40.22
DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE
VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY
DEBRIS BASIN "C" OUTLET
IDENTIFICATION NUMBER ISSUED BY U.S.A.
STRUCTURE
THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE
LINE
"C" CHANNEL DETAILS
PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS' MADE
STANDARD PLANS
THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE
DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES.
THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION
AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A
BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS
NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS
INCLUDED IN THE OTHER ITEMS OF WORK.
PRIVATE ENGINEER NOTE
T
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE
MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND
HOLD DESIGN PROFESSIONAL HARMLESS FRAM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
liGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT N B E R N A R D I N O C O U
FIL CONTROL D I CT eV°CESS'
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SUBMITTED BY: c G C. i DRAWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARIc M. TORR�rso E N j N E E Rj N wN
CHIEF, FIELD EN G DIVISION DATE No. O.S.
66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
MT `1'�' b CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING RECOMMENDED BY: � 06-30-0e '� PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A ANT FLOOD CONTROL ENGI DATE A.T.
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN APPROVED BY- `qTF CIVIL � PREP Y. ARIC M. RREYSON R.C.E. No. 66068 CHECKED BY: '
OF C A\�� EX . D
o c A P C SERVICE R R . EFFECT. FLOOD CONTROL ENGINEER �!
l3� C.V.A.
o FOR CONSTRUCTION 5/5/06 AMT �' DATE:
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
LINE 'C'
STORM DFWN IMPROVEMENTS
Dmimalrel
.C.E. 51152 DATE:
SCALE:
AS SHOWN
DATE:
AUGUST 2005
DRAWING NO.:
3803 Y28-