HomeMy WebLinkAbout3724-1GENERAL 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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.
3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
REQUIREMENTS.
4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
STREETS.
6. 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.
7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
8. 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.
9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
10. 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.
11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM 1N GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
12A. ALL REINFORCED CONCRETE SHALL BE 3,250 PSI, AT 28 DAYS, PORTLAND CEMENT TYPE IV.
13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET 1N 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
SAFETY.
15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA T ION OR TRENCH WORK FOR TRENCHES
(5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
17. 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.
18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPAC770N. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE
SPECIFIED DENSITY IS OBTAINED.
20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER_
21. 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.
22. 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.
23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
25. REMOVAL AND REPLACEMENT OF EXIS77NG 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.
26. 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 CLOSURE AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING
A SEPARATE PERMIT FOR THAT PURPOSE.
28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY
ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING
FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
30. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE
CITY TRAFFIC ENGINEER.
31. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
ENGINEER.
32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
33. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF
THE CITY ENGINEER.
34. MINIMUM D -LOAD FOR ALL ,RCP STORM DRAIN PIPE IS 1350.
35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES
MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-112" OVER THE REINFORCING
WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE
DESIGN STRENGTH IN THESE REACHES SHALL BE Fc=5000 psi FOR VELOCITIES
EXCEEDING 20 FEET PER SECOND AND Fc=6000 psi FOR VELOCITIES EXCEEDING
30 FEET PER SECOND.
36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT
SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS.
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
TORM DRAIN IMPROVEMENT PIANS
IER ' A DE ENTI • N BA = IN
AT SIERRA AVENUE & JUR PA AVENU
UTILITY CONTACTS
ELECTRICITY
SOUTHERN CALIFORNIA EDISON CO.
300 N. PEPPER AVE
RIAL TO, CA. 92376
UNDERGROUND (909) 357-6233
TRANSMISSIONS: (909) 875-5100
PIPELINES: (213) 657-1233
DISTRIBUTION: (909) 357-6233
GAS
SOUTHERN CALIFORNIA EDI SON CO.
1981 LUGONIA AVE.
REDLANDS, CA. 92374
ATTN: JOHN OA IFS
EMERGENCIES: (800) 427-2200
WA IFR
WEST SAN BERNARDINO COUNTY
WATER DISTRICT
855 WEST BASELINE, P.O. BOX 920
RIALTO, CALIFORNIA 92377-0920
(909) 875-1804
PACIFIC BELL
4025 LA PALMA STREET
ANAHEIM, CA 92807
(714) 237-6146
ATTN: DELIA LERMA
SEWER
CITY OF FONTANA
8353 SIERRA AVENUE
P. 0. BOX 518
FONTANA, CA 92335
(909) 350-6632
ATTN: CARLOS NAVARRO
ADELPHIA CABLE
1205 DUPONT AVE
ONTARIO, CA 91761
(909) 390-4738
CONTACT JACK HAYES
LEGEND
OF SYMBOLS
TC
DESCRIPTION
EXISTING
PROPOSED
R W LINE
- -
FG
CENTERLINE
-
FINISH SURFACE
SEWER UNE
2. CONTRACTOR TO ADJUST ALL MANHOLE RIMS AND VALVE COVERS TO GRADE AFTER FINAL
S
GAS LINE
PAVING HAS BEEN INSTALLED.
G
WATER UNE
INSTALL 54" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ..........................................................905
LF e
TELEPHONE UNE
T --
T
STORM DRAIN =-
- -- - --- --
-
WATER VALVE
065
REDUCER --
EA
070
THRUST BLOCK
EA
►
CATCH BASIN
0111
INSTALL 108" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) .........................................................356
MANHOLE
® CES
ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED .......................................... 2 EA
AIR RELIEF VALVE
PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLANS).........................................................
(6)
BLOWOFF VALVE
INSTALL CHILD PROTECTION BARRIER (TRASH RACK) PER APWA STD. PLAN 360-0 ......................................
1 EA
FIRE HYDRANT
REMOVE PORTIONS OF EXISTING PIPE (LENGTH AS INDICATED ON PLANS)..................................................80 LF
0194
STREET LIGHT
-u
0131
STORM DRAIN MANHOLE
15350 SF
POWER POLE
-
0220
METER
154 LF
0221
FENCE n
---F-- -:---.:--..
222
TRAFFIC SIGNAL
-
-r. -
223
NOTES
CITY OF' F'ONTANA
CONSTRUCTION NOTES & QUANTITY ESTIMATES
CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST
OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW.
Caffolrnia CoLnd of Civil Engineers & Land Surveyors
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 AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W17H
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF DESIGN PROFESSIONAL.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE
PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
RELATIONS' "CONSTRUCTION SAFETY ORDERS".
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND
SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"
OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF
INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
UNAUTHORIZED CHANGES AND USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
A RECORD DRAWING
A REVISED LOCATION OF LINE A
N0. REVISION DESCRIP110N
7/01/07
12/28/04
DATE ENG -R_
11'
5.5' , 5.5'
54" RCP
R/W
16.5'± , 3'
A
EX. 8" WATER
SECTION A -A e
NOT TO SCALE
1.5' 11' FOR 54" 1.5'
SAWCUT LINE---,, 17' FOR 108" I
VAR.
SAWCUT LINE
WILL BE REQUIRED FOR PAVEMENT REPLACEMENT
SHORING THE ENTIRE \ \ PER CITY OF FONTANA STD. 131
DEPTH OF THE 77?ENCH r\\/
CAREFULLY PLACED \ 12" MIN.
BACKFILL PER SOILS CAREFULLY PLACED
ENGINEER AND CITY j � BACKFILL
OF FONTANA STD.\\ \
A CLEAN SAND WITH
A SAND EQUIVALENT \j BC
OF AT LEAST 30
SHALL BE USED. �j Bc/2
, .. ted•
BEDDING PER / • • 4.4.
D448 SIZE #67 OR AS
REQUIRED BY SOILS %/j�/jam/j�/j�/jam/� ���/i 4" MIN. BEDDING
ENGINEER AND CITY//\�
OF FONTANA STD.
STORM DRAIN TRENCH DETAIL 0
NOT TO SCALE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE
WITH STANDARDS IN EFFECT.
� ."QRpFESS/ONgl�i
O �NaI 7,t��
N0. 33366 9a = y►I
EXPIRATIONma
'*'.. 6-30-2006*%
� Jam' CIV11. •'�Q' i
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1" CEMENT GROUT
CAPPING AT END
OF PIPE
ABBREVIATIONS
TS
QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS MUST PREPARE
TC
TOP OF CURB
THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
ELEVATION
NOTES:
1. ALL STORM DRAIN QUANTITIES SHOWN ON PLANS ARE BASED ON HORIZONTAL PROJECTION.
FG
FINISH GRADE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE 7RUE LENGTHS OF PIPE.
FINISH SURFACE
CF
2. CONTRACTOR TO ADJUST ALL MANHOLE RIMS AND VALVE COVERS TO GRADE AFTER FINAL
GB
GRADE BREAK
PAVING HAS BEEN INSTALLED.
HIGH POINT
015
INSTALL 54" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ..........................................................905
LF e
032
CONSTRUCT 5'x3' RCB PER CALTRANS STD. PLAN D80.........................................................................17
LF
057
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD. PLAN 320 -1 ...........................................................
2 EA
063
CONSTRUCT JUNCTION PIPE TO RCB PER APWA STD. PLAN 333 -1 ............................................................ 1 EA
065
CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER APWA STD. PLAN 342-1 ...........................................1
EA
070
CONSTRUCT PIPE. PLUG PER DETAIL ON SHEET 1..................................................................................1
EA
0109
REMOVE EXISTING MANHOLE STRUCTURE.............................................................................................1 EA
0111
INSTALL 108" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) .........................................................356
LF
0�2s
ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED .......................................... 2 EA
0129
PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLANS).........................................................
GA
0161
INSTALL CHILD PROTECTION BARRIER (TRASH RACK) PER APWA STD. PLAN 360-0 ......................................
1 EA
0189
REMOVE PORTIONS OF EXISTING PIPE (LENGTH AS INDICATED ON PLANS)..................................................80 LF
0194
INSTALL BOX CULVERT WINGWALL TYPE A PER CALTRANS STANDARD PLAN D84 ..........................................
2 EA
0131
SAWCUT AND REMOVE EXISTING PAVEMENT AND REPLACE IN KIND AFTER CONSTRUCTION .........................
15350 SF
(PROVIDE SPECIAL SHORING BY CONTRACTOR AS NECESSARY)
;r
0220
SAWCUT AND REMOVE EXIS71NG CURB & GUTTER AND REPLACE IN KIND AFTER CONSTRUC71ON .........................
154 LF
0221
REMOVE EXISTING STREET LIGHTING AND REPLACE IN KIND AFTER CONSTRUC71ON........................................
1 LS
222
REMOVE AND REPLACE EXIS77NG CURB IN KIND..................................................................................
75 LF
223
REMOVE AND REPLACE EXISTING SIDEWALK IN KIND...........................................................................
300 SF
CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST
OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW.
Caffolrnia CoLnd of Civil Engineers & Land Surveyors
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 AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W17H
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF DESIGN PROFESSIONAL.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE
PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
RELATIONS' "CONSTRUCTION SAFETY ORDERS".
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND
SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"
OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF
INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
UNAUTHORIZED CHANGES AND USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
A RECORD DRAWING
A REVISED LOCATION OF LINE A
N0. REVISION DESCRIP110N
7/01/07
12/28/04
DATE ENG -R_
11'
5.5' , 5.5'
54" RCP
R/W
16.5'± , 3'
A
EX. 8" WATER
SECTION A -A e
NOT TO SCALE
1.5' 11' FOR 54" 1.5'
SAWCUT LINE---,, 17' FOR 108" I
VAR.
SAWCUT LINE
WILL BE REQUIRED FOR PAVEMENT REPLACEMENT
SHORING THE ENTIRE \ \ PER CITY OF FONTANA STD. 131
DEPTH OF THE 77?ENCH r\\/
CAREFULLY PLACED \ 12" MIN.
BACKFILL PER SOILS CAREFULLY PLACED
ENGINEER AND CITY j � BACKFILL
OF FONTANA STD.\\ \
A CLEAN SAND WITH
A SAND EQUIVALENT \j BC
OF AT LEAST 30
SHALL BE USED. �j Bc/2
, .. ted•
BEDDING PER / • • 4.4.
D448 SIZE #67 OR AS
REQUIRED BY SOILS %/j�/jam/j�/j�/jam/� ���/i 4" MIN. BEDDING
ENGINEER AND CITY//\�
OF FONTANA STD.
STORM DRAIN TRENCH DETAIL 0
NOT TO SCALE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE
WITH STANDARDS IN EFFECT.
� ."QRpFESS/ONgl�i
O �NaI 7,t��
N0. 33366 9a = y►I
EXPIRATIONma
'*'.. 6-30-2006*%
� Jam' CIV11. •'�Q' i
%,kF OF •CA���O� r
1" CEMENT GROUT
CAPPING AT END
OF PIPE
ABBREVIATIONS
TS
TRANSITION STRUCTURE
TC
TOP OF CURB
EL
ELEVATION
FL
FLOWLINE
FG
FINISH GRADE
FS
FINISH SURFACE
CF
CURB FACE
GB
GRADE BREAK
HP
HIGH POINT
INV
INVERT ELEVATION
TG
TOP OF GRATE
CB
CATCH BASIN
JS
JUNC110N STRUCTURE
SMH
SEWER MANHOLE
CMP
CORRUGATED METAL PIPE
MH
MANHOLE
TP
TOP OF PAVEMENT
GA
GAUGE
GALV.
GALVANIZED
CONN.
CONNECT
CSP
CORRUGATED STEEL PIPE
WS EL
WATER SURFACE ELEVATION
GA
GAUGE
GAL V.
GALVANIZED
CONN.
CONNECT
CL
�
CENTERLINE
�+ '4i,`-,�•t.'7^;' �.� `-!�-"L-^l
�.^.� ,`r. ' r.<-.:nr,: S'""" : -r-�.-
_ •rt; P ',_ ^.r^,`i '2'.:7"^""'^'.. Yr r.='2-.".T"-.""-'•�:,c �ir�-+•� .:..�.:.�..,.r,..,..«„-_.ii
crv,c:_ � .r.,` _ nr, ;�,� :•`.i:' %" :r.< - •.r,+. r,�..c.
�.`i
LEGEND
77 7LE SHEET
2-3
STORM DRAIN PLAN & PROFILE SHEETS
4-5
DETAILS
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MITS
L
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INTERSTATE
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10
SLOVER AVENUE
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INTERSTATE
TECHNOLOGY
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STREET
Q
SANTA ANA
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AVENUE SANTA ANA AVENUE
JURUPA AVENUE
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VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET NO.
DESCRIPTION
1
77 7LE SHEET
2-3
STORM DRAIN PLAN & PROFILE SHEETS
4-5
DETAILS
BRICK LAID
LENGTHWISE
& MORTARED
INSIDE EDGE OF
RCP GROOVE OR END
OF PIPE (IF BROKEN)
BRICK & MORTAR
CLOSURE
^lJCCT ImL/ACV ■/ A A
RECORD 0
NOTE. FOR ALL PVC PIPES (0<15)
o
Q -
USE PVC PLUG FOR CLOSURE. / '' No. 33366 z
/w
DRAWING BRICK AND MORTAR PLUG EXPIRATION
.�. �. 6-30-2008 �•-�
NOT TO SCALE s ' cM� •'��P
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Huitt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
PREPARED UNDER THE SUPERVISION OF MAURICE H. MURAD
33366
R.C.E.
CITY OF FONTANA, CALIFORNIA
37ORM DD RLaDMn UfnvnlpROO WEnC�i�lGH 11' PLLaIMS
DRAWN BY: TITLE SHEET SCALE:
DESIGNED BY: LIN ROM JURUPA AVE TO 950' NORTH DATE:
NE -
8TA.4 97. 6 TO STA.53+55.57
6-30-06 /-2o-a$
CHECKED BY: APP o�' � B DWG. NO.:
I
EXPIRES
DATE C11Y ENGINEER R.C.E. 51152 DATE:
3
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0
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0
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N
0
a
0
0
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r
0
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