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THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
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EXISTING KCb
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CON51_KUCT 5b u:
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THOMAS BROS, GUIDE
PAGE G04 . FG
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NT5
"NOTE:
1N5TALL #4 W 12" 0,C,
IN CURF3 4- TIE TO TOP OF
F50X STEEL
rLOWLINE OL CURB
iN15TALL CLJKF5 OFENiNG
CATCH F5 AS I N FFP, A. P. W. A. 5-1 D.
300-1 (W G', F'=0-5, V=235' \VI_'H
LOCAL Df-FU-S&ON PFK A.P,W.A. 5TD
3 13 CA5E A) HE DETAIL SHEET 4
CON5TKUCT 141 LF,
CONCKETE F_',0X DRAM
PER, SECTION A -A
0
GENERAL NOTES
1. ALL WORK
PLANS, THE CITY OF fONTANA STANDARD PLANS. THE
5HALL BE IN ACCORDANCE WITH THESE
I -r)K1TPA/-T PQnk/1c';1r')Kjc:', AND THE CTANinApn CPF('IFI(-ATI(_)N1c, F( -)P PHRI K- WORKE)
.9TRF-.F-T 1MPR0Vf_Mf_NT PI-AN.9--
BOOK"). ALL, REFERENCE 5PECIfICATION5 AND STANDARDS SHALL 13E THE LATEST EDITION UNI -F-55
OTHERMI-
/1 2, NOTED.
WHE
N A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED
BY REfERANCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR 5HALL IMMEDIATLEY REPORT
AFN 0235-13 1-04,05 OG
5AID COWLICT TO THf_ CITY If NGINEEK fOP\, K15OLUTION.
TIIF -KO If Ft 1t 5, ir%,t_t_ MATZRIAI_�) ANIS NIFTHOD5 /'\R[, :5Ut)JCGT TO /V'f VAL Or TI � CITY r 7INEEK.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY Of fONTANA ENGINEERING DIVISION PRIOR TO
THE 51-AKT Of ANY WORK, INSPECTION COORDINATION 511ALL BILL REQUESTED Al- LEAST TWO WORKING DAYS
Of ANY WORK IN PUBLIC RIGHT -OP -WAY WITHIN THE CITYLIMITS, CALL (9:09) 350 7G 10.
PRIOR TO THE START
5GG2 VALLEY t3LVD 5. THE CONTRACTOR SHALL CONfORM TO ALL TRAf PIC CONTROL POLICIES, METHODS AND
'14
Tp,� f I R E5
-5 DESCRIBED IN THE STATE Of CALIFORNIA MANUAL Of \f C CONTROLS, LATEST
PROCEDURE
_TP -P - DIRECTED 13Y THE CITY TRAff IC ENGINLLK.
NON -METRIC
NOV. 2003
G. IT SHALL EL RESPONSIBILITY Of THE CONTRACTOR TO MAINTAIN BARRICADES, DrLINEATOF,5
1ER TRAFFIC CONTROL DEVICES AT ALL TIMES
OR OTI
ND 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO FERfORM EXCAVATION OR TRENCH WORK POP,
-1-1 OR -FTI
CON5TRUCTION NOTE5/E5TIMATE5 Of QUANTITIf5*
TRENCHES 5 ff�_- GRATER IN DE -1 fROM CALIfORNIA STATE DIVISION Of INDUSTRIAL
Z1111j,
E'll"i'13Y K\Vv --f LLJ 5Af ETY.
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3 -ION BE
I - = In. INSTALL G 112" MIN AC ON VALLL'OVER NATIVE .... G5 CI BASE 8. THE WALL5 AND fACE-9 Of ALL EXCAVAl -9 GRATER THAN (5) fEET IN DEPTH SHALL ,
P77 ....... ......... ......... 7 A INSTALL 5- 112" it AC ON POPLAR OVER NATIVE 54 CY BASE GUARDED BY SHORTING, SLOPING Of THE GROUND OR OTHER APPROVED MEANS PURSUANT 1-0 A
!D THE REQUIREMENT Of THE DIVI-91ON Of INDUSTRIAL 5AfF_TY Of THE STATE Of CALIFORNIA.
u 2. CONSTRUCT 8" PCC CURB AND GUTTER, PER CITY 517) 1003 .............. 475 Lf _
TRENCHES LESS, THAN (5) FEET SHALL ALSO 13E GUARDED WHEN POTENTIAL EXISTS FOR GROUND
3. CON5TRUCT HANDICAP RAMP PER CITY STD 1 00 G- . ....... ............. . I EA MOVEMENT.
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ALE 1 "�30' 4. INSTALL DRIVEWAY APPROACH PEP, CITY STD- 1 02 -C ...... _-_ ........... 1220 -9f 9. NO MATERIAL OR EQUIPMENT 5HAU, BE STORED IN THE PUBLIC RIGHT AWAY WITH OUT
U,
5. SA��VCUT EXISTING AC PAVEMENT ...................... ....... 570 Lf OBTAINING A SEPARATE- PERMIT FOR THAT PURPOSE.
10. THE LOCATION5 Of THE UTILITIE5 511OWN HAVE BEEN DETERMINED FROM AVAILABLE
REMOVE EXISTING AC PAVEMENT ............... ........... 1800 5f
0 30 GO 90 INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
7. EXISTING CONCRETE BARRICADE . . ...... ................ . DETERMINED, IN THE FIELD , THE TRUE LOCATION AND ELEVATION Of ANY EXISTING UTILITIES,
REMOVE ...... . 1-5
TO F -P THERETO. THE CONTRACTOR Al I_
nb. ADJUST TO GRADE . ........... .......... ......... .......... � EA AND -YE C15E PROPER PRECAUTION TO AVOID DAMAGE THERE CTO 5H
SERVICE ALERT AT I -600-227-2G00 TWO WORKING DAY5 BEFORE
CONTACT UNDERGROUND SEP
INDEX MAP 9 � I N5TALL 0. 1 " MIN AC- LAP JOINT ......................... ....... 5300 5f EXCAVATION.
10 INSTALL 27 G" REDWOOD HEADER ....................................... 41- Lf
1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY CON/FANIE5 INCLUDING, BUT NOT
TING CONCRETE- HLADWALL ......................... I _LD TO, GAS, TFLEFI-IONIf, ELECTRIC, CABLE- TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
11 REMOVE EX15 E A
L. I M, 11TED
12 TO BE RELOCATED WATER, RECLAIMED WATER, 5EWE-R, STORM DRAIN. FLOOD CONTROL AND CALTRANS. ALL IJTILITYCOMPANIE5
TICE -5.
GIVEN TWO WORKING DAYS NO PRIOR TO WORK AROUND THEIR FACILITIES.
SHALL BE
13 INSTALL CURB OPENING CATCH BASIN PEP, APWA STD. 300.-1 ......... I F A
CONTRACTOR 511AI-L NOT OPERATE ANY fIRE HYDRANT OR WATER MAIN VALVES
'AP2, THE
W=G.0, 11�0.5'� V=2.55' (# h 5 @ 12" Q.C.O�C, EACH WAY)
'4 Lf WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR ZACTOR SHALL COORDINATE WITH THE
14 R.C.5 PER DETAIL SHEET I ...... ...... ...... ....... ...... -E WATER COMPANY FOR VALVE OPERATION AND AND WATLP, PEQUI EMENT-9.
15 INSTALL 51DEWALK PER CITY 5TD. 2800 5f APPKOFRIAI P,
13. CURME DATA REfER5 TO THE FACE CURB.
I INSTALL UNDER,51DEWALK DRAIN PEP, CITY 5TD. 124 (W=Z ................ I EA 1 4, STATIONING REfER5 TO THE CENTERLINE Of STREETS EXC..,WHERE HERE OTHERWISE NOTED.
, f YTHE ENGINEER -1-0 ENABLE THE CONTRACTOR
17 INSTALL UNDERSIDEWALK DRAIN PER CITY 5TD. 12,1 -A (TYPE 3) ........ . 2 LA 15, ADEQUATE ATE CONSTRUCTION CONTROL STAKES SHALL BE SET B
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
EX15TING POWER LINE TO BE RELOCATED UNDERGROUND PER CITY'S L5
5PECIPICATIONS, PRIf5ERVATION Of BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
CONSTRUCT LOCAL DEPRESSION PER A.F.W.A. 5TD.3 13 CASE A (51fE SHEET 4) L---, I G. THE CONTRACTOR. SHALL NOT DISTURB EXISTING SURVEY IVONUMENT5., MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
EX15TING PCP 1-0 BE REMOVED .......... ......... ................ 29 Lf 17. REMOVAL AND REPLACEMENT Of EX15TING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL rNGINEER, OR LICENSED LAND SURVEYOR. 5URVFY
MONUMENTS THAT WILL BE DESTROYED AS A RESULT Of T1115 CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR 511ALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIE -5 TO MONUMENTS CAN
BE ESTABLISHED FOR LATER REPLACEMENT Of THE MONUMENT,
16. THE CONTRACTOR SHALL MAINTAIN ACCE-55 FOR LOCAL RESIDENTS AND BUSINESSES AT ALL. TIMES. A
II
MINIMUM 12 fF-.ET LANE 51-IALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RE51DENT5 AND
If Mi L KG E N CY VE 111 C LES.
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
JI
PER HOUR.
2 1. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, 511-T OR DE -P.05 TO BE DEPOSITED
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT Of WAYIDURING CONSTRUCTION WITHOUT PRIOR
WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL Of THE CITY INSPECTOR,
I I A NOTE: CONTRACTOR SHALL GRIND MIN, 23. A GEOTECHNICAL ENGINEER SHALL CERTIV`YALL BACKFILL_ COMPACTION. FAILURE TO OBTAIN THE REQUIRED
0. 1 1 DEFF TO AE35URL 0. I'AC OVERLAY. NOTE: CONTRACTOR SHALL GRIND MIN. DENSITY SHALL REQUIRE RE --WORKING Of THAT PORTION Of THE WORK UNTIL THE 5PECIfIED DENSITY 15 OBTAINED,
AND MAIN. I % C, R05-9 fALL 0, I' DEEP TO A55URE 0. I' AC OVERLAY. 24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALES, FROM UNDERMINING STREET
(TYPICAL) AND MIN. 1% CF\1055fALL IMPROVEMENTS. UPON INSPECTION Of THE SITE, THE CITY ENGINEER MAY REQUIRE, TEMPORARY NON-ERODEABtE
C_ EILY RN1111 (TYPICAL) 5\A/ALE5 ENTERING OR LEAVING IMPROVEMENTS.
30, N'LY < 25. THE FINAL LOCATION AND WIDTH Of DRIVEWAY APPROACH APRONS -911ALL BE APPROVED AT THE TIME Of
�s)
RAVCONSTRUCTION AND SHALL CONFORM TO THE CITY Of fONTANA STANDARD DETAILS.
30' (CONST,) (SURVEY) K/
55' 15' 40, W 2G. ALL fXP05ED CONCRETE SURFACE SHALL CONfORM IN GRADE, COLOR AND fINISH TO MATCH LASTING
v
v CONCRETE.
26' CURB FACE
12' 43'CURB ]rZ__ 27. THE -c-3EWER CONTRACTOR SHALL STAMP "S" IN THE PACE Of THE CURB AT THE LOCATION Of THE SEWER
SA�VCUI 12' A LATERAL.
14' -11- c- ' 2%' 12' Z3 28. NO CONCRETE SHALL BE PLACED UNTIL THE fORMS AND REINfORCING STEEL HAVE BEEN PLACED,
5 5' MIN/jo INSPECTED AND APPROVED. INSTALLED, TESTED AND APPROVED PRIOR TO PAVING Of 5T E -)_7T5,
5 2-9. ALL UNDERGROUND UTILITIES SHALL 5L P,
-ME
-R,ILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACE_ -NT.
�,�7777, >
-7. 7] 77,7,�`77, -7, 77— 30. APPROVED 501L STE
STP
�MENI UCTURAL 5ECTION5 SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL Of THE
3 1. PAVE
_R AS DETERMINED BY 5011-5 TESTS -TAKEN AFTER COMPLETION Of ROUGH GRADING,
CITY -
GRIN[) O� I'DEff 5 GRIND 0. I'DEL 32. ACTUAL THICKNE55 Of A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 5ECTION5
I '51-OFE5 SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY Of fONTANA FOR APPROVAL
0,43 TO 1.52% (EXISTING) 2 UPON COMPLETION Of ROUGH GRADING.
TYPICAL CR055-5ECTION <D -t-0.20TO-0.68% (EXISTING) 33. ALL MANHOLES, CLEANOUT fRAME5, COVERS AND VALVE BOXE-5 SHALL BE RAISED TO fIN15HED GRADE
POPLAR AVE_ 2.09 TO 2.3G% BY THE PAVING CONTRACTOR UPON COMPLETION Of PAVING.
(D 1. 1 1% +0 0.74% (EXISTING) 34. UPON COMPLETION Of CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, `.STRIPING, BARRICADES, AND
5TA 10-1-77.5-1 TO 12-1-21.46 TYPICAL CRO55-5ECTIONOTHER TRAFFIC CONTROL DEVICES TO THE 5ATISfACTION Of THE CITY TRAFFIC ENGINEER.
T.1, -b VALLEY BLVD 2.01 TO 1-42% 35. CONTRACTOR `SHALL RELOCATE- AND/OR REPLACE LAND5CAFING, SPRINKLERS AND SIDEWALKS AffLCTLD BY
THE CONSTRUCTION TO THE 5AT15fACTION Of THE CITY ENGINEER.
5TA I G+G8.90 TO 19+37.57 36. A5 -BUILT DRAWING5 SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER Of RECORD, WHO SHALL
T.L= 10.5 PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
PIPES; CONDUIT5 OR STRUCTURES SHOWN ON THESE PLANS ARE
IU
OBTAINED BY SEARCH Of THE AVAILABLE RECORD -c.3. TO THE
ILI
QZ
I _3
BEST Of OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
1 112" CLEAR #5 @ G'O.C,
WILY R/WR(PROP)
U
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
/V\/
1 112" CLEAR,
U
U
4'ADDT DEE), (EXIST)
D,
Lu
cz
#4 @ G" O.C,
PER SEP. DOC
LU
'LLI
RE5PON51BILITYfOR JOBSITE CONDITIONS DURING THE COURSE Of
(p, 0
CONSTRUCTION Of THIS PROJECT, INCLUDING SAFETY Of ALL
r4" CLEAR
FER50N5 AND PROPERTY; THAI- TH15 RE-0)UIREMENT SHALL APPLY
'I @ 1 2" O.C.
ONTINUOU5,LY AND NOT BE LIMITED 1-0 NORMAL WORKING HOU 5:
HOUR5:
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
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THE COUNTY. THE OWNER AND THE ENGINEER HARMLESS FROM ANY
A 3.0' 7,
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
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LOCATED AT THE NORTHEAST CORNER. ON SAN BERNARDINO AND
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—1777,
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DA 15 Of BEARING
CENTERLINE Of POPLAR AVENUE- N00009'52"E PER RECORDED MAP, TRACT 64 17, CITYOf fONTANA
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CON51_KUCT 5b u:
BOX E)P'\IN
PFK _-,fCL2*
Q4 BOX DRAIN FKONLE
NTS
VICINITY MAP
THOMAS BROS, GUIDE
PAGE G04 . FG
_jv—
NT5
"NOTE:
1N5TALL #4 W 12" 0,C,
IN CURF3 4- TIE TO TOP OF
F50X STEEL
rLOWLINE OL CURB
iN15TALL CLJKF5 OFENiNG
CATCH F5 AS I N FFP, A. P. W. A. 5-1 D.
300-1 (W G', F'=0-5, V=235' \VI_'H
LOCAL Df-FU-S&ON PFK A.P,W.A. 5TD
3 13 CA5E A) HE DETAIL SHEET 4
CON5TKUCT 141 LF,
CONCKETE F_',0X DRAM
PER, SECTION A -A
0
GENERAL NOTES
1. ALL WORK
PLANS, THE CITY OF fONTANA STANDARD PLANS. THE
5HALL BE IN ACCORDANCE WITH THESE
I -r)K1TPA/-T PQnk/1c';1r')Kjc:', AND THE CTANinApn CPF('IFI(-ATI(_)N1c, F( -)P PHRI K- WORKE)
.9TRF-.F-T 1MPR0Vf_Mf_NT PI-AN.9--
BOOK"). ALL, REFERENCE 5PECIfICATION5 AND STANDARDS SHALL 13E THE LATEST EDITION UNI -F-55
OTHERMI-
/1 2, NOTED.
WHE
N A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED
BY REfERANCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR 5HALL IMMEDIATLEY REPORT
AFN 0235-13 1-04,05 OG
5AID COWLICT TO THf_ CITY If NGINEEK fOP\, K15OLUTION.
TIIF -KO If Ft 1t 5, ir%,t_t_ MATZRIAI_�) ANIS NIFTHOD5 /'\R[, :5Ut)JCGT TO /V'f VAL Or TI � CITY r 7INEEK.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY Of fONTANA ENGINEERING DIVISION PRIOR TO
THE 51-AKT Of ANY WORK, INSPECTION COORDINATION 511ALL BILL REQUESTED Al- LEAST TWO WORKING DAYS
Of ANY WORK IN PUBLIC RIGHT -OP -WAY WITHIN THE CITYLIMITS, CALL (9:09) 350 7G 10.
PRIOR TO THE START
5GG2 VALLEY t3LVD 5. THE CONTRACTOR SHALL CONfORM TO ALL TRAf PIC CONTROL POLICIES, METHODS AND
'14
Tp,� f I R E5
-5 DESCRIBED IN THE STATE Of CALIFORNIA MANUAL Of \f C CONTROLS, LATEST
PROCEDURE
_TP -P - DIRECTED 13Y THE CITY TRAff IC ENGINLLK.
NON -METRIC
NOV. 2003
G. IT SHALL EL RESPONSIBILITY Of THE CONTRACTOR TO MAINTAIN BARRICADES, DrLINEATOF,5
1ER TRAFFIC CONTROL DEVICES AT ALL TIMES
OR OTI
ND 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO FERfORM EXCAVATION OR TRENCH WORK POP,
-1-1 OR -FTI
CON5TRUCTION NOTE5/E5TIMATE5 Of QUANTITIf5*
TRENCHES 5 ff�_- GRATER IN DE -1 fROM CALIfORNIA STATE DIVISION Of INDUSTRIAL
Z1111j,
E'll"i'13Y K\Vv --f LLJ 5Af ETY.
�Al
3 -ION BE
I - = In. INSTALL G 112" MIN AC ON VALLL'OVER NATIVE .... G5 CI BASE 8. THE WALL5 AND fACE-9 Of ALL EXCAVAl -9 GRATER THAN (5) fEET IN DEPTH SHALL ,
P77 ....... ......... ......... 7 A INSTALL 5- 112" it AC ON POPLAR OVER NATIVE 54 CY BASE GUARDED BY SHORTING, SLOPING Of THE GROUND OR OTHER APPROVED MEANS PURSUANT 1-0 A
!D THE REQUIREMENT Of THE DIVI-91ON Of INDUSTRIAL 5AfF_TY Of THE STATE Of CALIFORNIA.
u 2. CONSTRUCT 8" PCC CURB AND GUTTER, PER CITY 517) 1003 .............. 475 Lf _
TRENCHES LESS, THAN (5) FEET SHALL ALSO 13E GUARDED WHEN POTENTIAL EXISTS FOR GROUND
3. CON5TRUCT HANDICAP RAMP PER CITY STD 1 00 G- . ....... ............. . I EA MOVEMENT.
Lu 5-c N
ALE 1 "�30' 4. INSTALL DRIVEWAY APPROACH PEP, CITY STD- 1 02 -C ...... _-_ ........... 1220 -9f 9. NO MATERIAL OR EQUIPMENT 5HAU, BE STORED IN THE PUBLIC RIGHT AWAY WITH OUT
U,
5. SA��VCUT EXISTING AC PAVEMENT ...................... ....... 570 Lf OBTAINING A SEPARATE- PERMIT FOR THAT PURPOSE.
10. THE LOCATION5 Of THE UTILITIE5 511OWN HAVE BEEN DETERMINED FROM AVAILABLE
REMOVE EXISTING AC PAVEMENT ............... ........... 1800 5f
0 30 GO 90 INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
7. EXISTING CONCRETE BARRICADE . . ...... ................ . DETERMINED, IN THE FIELD , THE TRUE LOCATION AND ELEVATION Of ANY EXISTING UTILITIES,
REMOVE ...... . 1-5
TO F -P THERETO. THE CONTRACTOR Al I_
nb. ADJUST TO GRADE . ........... .......... ......... .......... � EA AND -YE C15E PROPER PRECAUTION TO AVOID DAMAGE THERE CTO 5H
SERVICE ALERT AT I -600-227-2G00 TWO WORKING DAY5 BEFORE
CONTACT UNDERGROUND SEP
INDEX MAP 9 � I N5TALL 0. 1 " MIN AC- LAP JOINT ......................... ....... 5300 5f EXCAVATION.
10 INSTALL 27 G" REDWOOD HEADER ....................................... 41- Lf
1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY CON/FANIE5 INCLUDING, BUT NOT
TING CONCRETE- HLADWALL ......................... I _LD TO, GAS, TFLEFI-IONIf, ELECTRIC, CABLE- TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
11 REMOVE EX15 E A
L. I M, 11TED
12 TO BE RELOCATED WATER, RECLAIMED WATER, 5EWE-R, STORM DRAIN. FLOOD CONTROL AND CALTRANS. ALL IJTILITYCOMPANIE5
TICE -5.
GIVEN TWO WORKING DAYS NO PRIOR TO WORK AROUND THEIR FACILITIES.
SHALL BE
13 INSTALL CURB OPENING CATCH BASIN PEP, APWA STD. 300.-1 ......... I F A
CONTRACTOR 511AI-L NOT OPERATE ANY fIRE HYDRANT OR WATER MAIN VALVES
'AP2, THE
W=G.0, 11�0.5'� V=2.55' (# h 5 @ 12" Q.C.O�C, EACH WAY)
'4 Lf WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR ZACTOR SHALL COORDINATE WITH THE
14 R.C.5 PER DETAIL SHEET I ...... ...... ...... ....... ...... -E WATER COMPANY FOR VALVE OPERATION AND AND WATLP, PEQUI EMENT-9.
15 INSTALL 51DEWALK PER CITY 5TD. 2800 5f APPKOFRIAI P,
13. CURME DATA REfER5 TO THE FACE CURB.
I INSTALL UNDER,51DEWALK DRAIN PEP, CITY 5TD. 124 (W=Z ................ I EA 1 4, STATIONING REfER5 TO THE CENTERLINE Of STREETS EXC..,WHERE HERE OTHERWISE NOTED.
, f YTHE ENGINEER -1-0 ENABLE THE CONTRACTOR
17 INSTALL UNDERSIDEWALK DRAIN PER CITY 5TD. 12,1 -A (TYPE 3) ........ . 2 LA 15, ADEQUATE ATE CONSTRUCTION CONTROL STAKES SHALL BE SET B
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
EX15TING POWER LINE TO BE RELOCATED UNDERGROUND PER CITY'S L5
5PECIPICATIONS, PRIf5ERVATION Of BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
CONSTRUCT LOCAL DEPRESSION PER A.F.W.A. 5TD.3 13 CASE A (51fE SHEET 4) L---, I G. THE CONTRACTOR. SHALL NOT DISTURB EXISTING SURVEY IVONUMENT5., MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
EX15TING PCP 1-0 BE REMOVED .......... ......... ................ 29 Lf 17. REMOVAL AND REPLACEMENT Of EX15TING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL rNGINEER, OR LICENSED LAND SURVEYOR. 5URVFY
MONUMENTS THAT WILL BE DESTROYED AS A RESULT Of T1115 CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR 511ALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIE -5 TO MONUMENTS CAN
BE ESTABLISHED FOR LATER REPLACEMENT Of THE MONUMENT,
16. THE CONTRACTOR SHALL MAINTAIN ACCE-55 FOR LOCAL RESIDENTS AND BUSINESSES AT ALL. TIMES. A
II
MINIMUM 12 fF-.ET LANE 51-IALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RE51DENT5 AND
If Mi L KG E N CY VE 111 C LES.
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
JI
PER HOUR.
2 1. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, 511-T OR DE -P.05 TO BE DEPOSITED
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT Of WAYIDURING CONSTRUCTION WITHOUT PRIOR
WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL Of THE CITY INSPECTOR,
I I A NOTE: CONTRACTOR SHALL GRIND MIN, 23. A GEOTECHNICAL ENGINEER SHALL CERTIV`YALL BACKFILL_ COMPACTION. FAILURE TO OBTAIN THE REQUIRED
0. 1 1 DEFF TO AE35URL 0. I'AC OVERLAY. NOTE: CONTRACTOR SHALL GRIND MIN. DENSITY SHALL REQUIRE RE --WORKING Of THAT PORTION Of THE WORK UNTIL THE 5PECIfIED DENSITY 15 OBTAINED,
AND MAIN. I % C, R05-9 fALL 0, I' DEEP TO A55URE 0. I' AC OVERLAY. 24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALES, FROM UNDERMINING STREET
(TYPICAL) AND MIN. 1% CF\1055fALL IMPROVEMENTS. UPON INSPECTION Of THE SITE, THE CITY ENGINEER MAY REQUIRE, TEMPORARY NON-ERODEABtE
C_ EILY RN1111 (TYPICAL) 5\A/ALE5 ENTERING OR LEAVING IMPROVEMENTS.
30, N'LY < 25. THE FINAL LOCATION AND WIDTH Of DRIVEWAY APPROACH APRONS -911ALL BE APPROVED AT THE TIME Of
�s)
RAVCONSTRUCTION AND SHALL CONFORM TO THE CITY Of fONTANA STANDARD DETAILS.
30' (CONST,) (SURVEY) K/
55' 15' 40, W 2G. ALL fXP05ED CONCRETE SURFACE SHALL CONfORM IN GRADE, COLOR AND fINISH TO MATCH LASTING
v
v CONCRETE.
26' CURB FACE
12' 43'CURB ]rZ__ 27. THE -c-3EWER CONTRACTOR SHALL STAMP "S" IN THE PACE Of THE CURB AT THE LOCATION Of THE SEWER
SA�VCUI 12' A LATERAL.
14' -11- c- ' 2%' 12' Z3 28. NO CONCRETE SHALL BE PLACED UNTIL THE fORMS AND REINfORCING STEEL HAVE BEEN PLACED,
5 5' MIN/jo INSPECTED AND APPROVED. INSTALLED, TESTED AND APPROVED PRIOR TO PAVING Of 5T E -)_7T5,
5 2-9. ALL UNDERGROUND UTILITIES SHALL 5L P,
-ME
-R,ILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACE_ -NT.
�,�7777, >
-7. 7] 77,7,�`77, -7, 77— 30. APPROVED 501L STE
STP
�MENI UCTURAL 5ECTION5 SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL Of THE
3 1. PAVE
_R AS DETERMINED BY 5011-5 TESTS -TAKEN AFTER COMPLETION Of ROUGH GRADING,
CITY -
GRIN[) O� I'DEff 5 GRIND 0. I'DEL 32. ACTUAL THICKNE55 Of A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 5ECTION5
I '51-OFE5 SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY Of fONTANA FOR APPROVAL
0,43 TO 1.52% (EXISTING) 2 UPON COMPLETION Of ROUGH GRADING.
TYPICAL CR055-5ECTION <D -t-0.20TO-0.68% (EXISTING) 33. ALL MANHOLES, CLEANOUT fRAME5, COVERS AND VALVE BOXE-5 SHALL BE RAISED TO fIN15HED GRADE
POPLAR AVE_ 2.09 TO 2.3G% BY THE PAVING CONTRACTOR UPON COMPLETION Of PAVING.
(D 1. 1 1% +0 0.74% (EXISTING) 34. UPON COMPLETION Of CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, `.STRIPING, BARRICADES, AND
5TA 10-1-77.5-1 TO 12-1-21.46 TYPICAL CRO55-5ECTIONOTHER TRAFFIC CONTROL DEVICES TO THE 5ATISfACTION Of THE CITY TRAFFIC ENGINEER.
T.1, -b VALLEY BLVD 2.01 TO 1-42% 35. CONTRACTOR `SHALL RELOCATE- AND/OR REPLACE LAND5CAFING, SPRINKLERS AND SIDEWALKS AffLCTLD BY
THE CONSTRUCTION TO THE 5AT15fACTION Of THE CITY ENGINEER.
5TA I G+G8.90 TO 19+37.57 36. A5 -BUILT DRAWING5 SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER Of RECORD, WHO SHALL
T.L= 10.5 PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
----7 It,
1 ,5' 3" CLEAR
CATCHBA51N PER A,P.W'.A.300 I
LOCAL_ D I- F RE- 5_5 10 N P E R A. P. W, A. 3 1 3 -0 C AS I---, A
SEE DETAIL 5HEET4
0
C)
SCALE I `= 10'
CUKB H_ -ET, STORM DRAIN
CONNECTION Df -TAIL
16" HORIZ. BY 1 2" VERT #4
AT G' O.0 (BOTH SIDES)
112" CLEAR •#4 @ 12" O.C.
#5 @ G"O.C,
1 112" CLEAR
3" CLEAR
1,01
#4 @ G," O.C, 3" CLEAR
_17-_
14" CLEAR.
Z04 @ ! 2" O.C.
A 2.0' 71
1 1 ,
NOTE: (f'c=3000 P51)
(SPECIAL INSPECTION Of CONCRETE REQUIRED)
HICTION A -A
(NT5)
PRIVATE ENGINEE K5 NOTE 5 TO CONTRACTOR
THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITY
18" HORIZ. BY 12" VERT #4
PIPES; CONDUIT5 OR STRUCTURES SHOWN ON THESE PLANS ARE
AT G" O.0 (BOTH 51DE5)
OBTAINED BY SEARCH Of THE AVAILABLE RECORD -c.3. TO THE
#4 @ 12" O.C.
BEST Of OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
1 112" CLEAR #5 @ G'O.C,
D
U
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES 511OWN ON THESE DRAWINGS. THE CONTRACTOR
1 112" CLEAR,
U
UTILITY FIFE -5, CONDUITS OR 5TRUCTURE-5 SHOWN OR NOT SHOWN
D,
ON THESE DRAU14NG5.
----7 It,
1 ,5' 3" CLEAR
CATCHBA51N PER A,P.W'.A.300 I
LOCAL_ D I- F RE- 5_5 10 N P E R A. P. W, A. 3 1 3 -0 C AS I---, A
SEE DETAIL 5HEET4
0
C)
SCALE I `= 10'
CUKB H_ -ET, STORM DRAIN
CONNECTION Df -TAIL
16" HORIZ. BY 1 2" VERT #4
AT G' O.0 (BOTH SIDES)
112" CLEAR •#4 @ 12" O.C.
#5 @ G"O.C,
1 112" CLEAR
3" CLEAR
1,01
#4 @ G," O.C, 3" CLEAR
_17-_
14" CLEAR.
Z04 @ ! 2" O.C.
A 2.0' 71
1 1 ,
NOTE: (f'c=3000 P51)
(SPECIAL INSPECTION Of CONCRETE REQUIRED)
HICTION A -A
(NT5)
PRIVATE ENGINEE K5 NOTE 5 TO CONTRACTOR
THE EXISTENCE AND LOCATION Of ANY UNDERGROUND UTILITY
18" HORIZ. BY 12" VERT #4
PIPES; CONDUIT5 OR STRUCTURES SHOWN ON THESE PLANS ARE
AT G" O.0 (BOTH 51DE5)
OBTAINED BY SEARCH Of THE AVAILABLE RECORD -c.3. TO THE
#4 @ 12" O.C.
BEST Of OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
1 112" CLEAR #5 @ G'O.C,
EXCEPT AS SHOWN ON THESE DRAWING -9. THE CONTRACTOR 15
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES 511OWN ON THESE DRAWINGS. THE CONTRACTOR
1 112" CLEAR,
FURTHER A55UME5 ALL LIABILITY AND RESPONSIBILITY FOR
UTILITY FIFE -5, CONDUITS OR 5TRUCTURE-5 SHOWN OR NOT SHOWN
3" CLLfAR,
ON THESE DRAU14NG5.
#4 @ G" O.C,
CONTRACTOR AGREES THAT HE 511A1 -L A551_11\4E SOLE AND COMPLETE
RE5PON51BILITYfOR JOBSITE CONDITIONS DURING THE COURSE Of
CONSTRUCTION Of THIS PROJECT, INCLUDING SAFETY Of ALL
r4" CLEAR
FER50N5 AND PROPERTY; THAI- TH15 RE-0)UIREMENT SHALL APPLY
'I @ 1 2" O.C.
ONTINUOU5,LY AND NOT BE LIMITED 1-0 NORMAL WORKING HOU 5:
HOUR5:
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE COUNTY. THE OWNER AND THE ENGINEER HARMLESS FROM ANY
A 3.0' 7,
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING fROI`vi THE 501-E NEGLIGENCE Of THE OWNER
NOTE: (J'c=3000 P51)
OR THE ENGINEER.
(SPECIAL INSPECTION Of CONCRETE REQUIRED)
.. . ........ ..
RCE--- 8 - 9- - 9__G 4
5EC11ON L3 -F-3
EXP. t 2/3 1/05
(N
BE NCIIMARK
BEING A CHIZLED "ET ON THE SOUTHWEST CORNER Of A CATCH BASIN
LOCATED AT THE NORTHEAST CORNER. ON SAN BERNARDINO AND
POPLAR. ELEVATION 1 123.13
DA 15 Of BEARING
CENTERLINE Of POPLAR AVENUE- N00009'52"E PER RECORDED MAP, TRACT 64 17, CITYOf fONTANA