HomeMy WebLinkAbout5027-1GENERAL NOTES.
IN A WITH H P H CITY OF FONTANA STANDARD PLANS THE CONTRACT tSTR T,IMPROV, M NT PLANS.
1. .ALL WORK SHALL BE ACCORDANCE TH T ESE PLANS, THE C 0 ,
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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
UTILITY CONTACTS:
REFERENCE TO PRECEDENCE PROVISIONS IN THE GREEN BOOK", THE CONTRACTOR SHALL. IMMEDIATELY .REPORT SAID
ELECTRIC TELEPHONE
1
CONFLICT TO THE CITY ENGINEER FOR .RESOLUTION:.
SOUTHERN CALIFORNIA EDISON PACIFIC BELL
501 SOUTH MARENGO AVENUE 3939 EAST CORONADO STREET
OP 40 80 120
BLDG. ANAHEIM CA 92807
3. ALL MATERIALS AND METHODS ARE. SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. E ,
ALHAMBRA; CA 91802 714 666 5401
4 .CONSTRUCTION PERMITS SHALLBE OBTAINED FROM THECITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 626-30
-6313 ATTN: SUSAN MORGAN
`SCALE: 1 :40
ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.. INSPECTION COORDINATION SHALL BE REQUESTED AT
ATTN. ORLANDO OLIVAS
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY 'WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.
_
CALL 909 350-7610.
GAS WATER ;
,I A R WATER COMPANY
THE GAS COMPANY AN IEL VALLEY Y S G B L E g
19 8 WEST UGONIA AVENUE 11142 GARVEY AVENUE 1
1 E L
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC. CONTROL POLICIES.. METHODS AND PROCEDURES DESCRIBED IN _
I
M I�
ND 9 - ,
THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS LATEST NON R .METRIC EDITION .UNLESS OTHERWISE EDLA S, C A 2 374. EL MONTE , ;�
CA 91733 1 1
- -
909-335-7715 626 448 6183. ,
DIRECTED BY THE CITY TRAFFIC ENGINEER.'1
' ATTA1 f1 rAlA llf". \IIA nI- fll AAIAIrI"1 ATTAI- 1 I IIP• \
Pii I IV. uGI'II V IJ YYY'1f\L_, r-LmVI V U\ - r%I I IV. LV IJ IVIVIV 1 LIVLVI\V - -, n n n n - X X X -X XLu
-,•sem:,-.:;:: ,.; -.., ,......... ...... .. .... ,'^✓..✓ ,.. .,
I
VICINITY MAP
6. IT SHA THE RESPONSIBILITY F T NTRACT R T MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC „<,,, ,..,, . / C
LL BE E 0 HE CONTRACTOR 0 ,,. <.,.., ✓ ,.,.. �
z
SEWER CABLE DEVICES AT ALLTIMES.
,< -
;, ,
N.T.S.CITY OF FONTANA TIME WARNER TELECOM
I
7 THECONTRACTOR SHALL OBTAIN A PERMIT TO PERFORMEXCAVATIONOR TRENCH WORK FOR TRENCHES 5 FEET OR 8353 SIERRA AVENUE 3281 EAST GUASTI ROAD .
..
,
I\U
_
GREATER IN .DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
FONTANA CA 92335 SUITE 350 ........ ._.. ��,
,
Q,I
E
I
OWNER/DEVELOPMENT:
I
909-350_6632 ONTARIO CA 91761 >,
909-456-3652 FACES OFALL EX AVATI NS GREAT R THAN FIVE 5 FEET DEPTH SHALL BE GUARDED BY..8. THE WALLSANDSAM & BLANCA CARDENAS
,
•
TT V MILLER
WAT R A N. DAVID
i
4 7 V R A
SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE....., ., ,.. _
14 0 .SLOE VE
,
CA 92337
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS .THAN FIVE 5 FONTANA WATER COMPANY
FONTANA,
FEET SHALL ALSO
11142 GARVEY AVENUE
f
...0236-101-17I _
:,.e,:: ,,:.,-< `A.P.N..
BE GUARDED WHEN THE POTENTIAL EXISTS FOR 'GROUND SAFETY. ,< ,........_
EL MONTE CA 9
1733
l
w
SITE ADDRESS:
626-448-6183
9 N0 MATERIAL OR E UIPM NT SHALL BE STORED IN THE PUBLIC RIGHT 0F WAY WITHOUT OBTAINING A SEPARATE O
,
ATTIC LUIS MONTENEGRO
SAM & BLANCACARDENAS
PERMIT FOR THAT PURPOSE.
-
:<::.:, 144 V AVE07 SLO ER
I
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER IT SHALL BE
,;
CA:
RI : , , . ,
LEGAL DESCPTI N . O
FONTANA, 9233
< .. .
I
:THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD THE TRUE LOCATION AND ELEVATION 0
AN EXISTING N R P R PRECAUTION TH R T T CONTRACTOR
_ ......... .. . .. . ..... .. L
Y E S NG A D TO EXE EXERCISE PRO ETO AVOID DAMAGE THERE 0 HE, .. ,, ,° x .: .,. x..-,�,-.,. .--•...�,° .. ,,
THE: LAND REFERRED TO HEREIN IS SITUATED IN THE STATE ...�. � ABBREVIATIONS.
-SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 800-227-2600 TWO *WORKING DAYS BEFORE EXCAVATION.
OF CALIFORNIA, COUNTY.. OF SAN BERNARDINO, CITY OF
I
FONTANA DESCRIBED AS FOLLOWS..I
,
i
F CURB ELEVATION : TC � TOP 0 C B ELE 0
I :
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO
I
GAS, TELEPHONE. ELECTRIC, CABLETELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED
.THE EAST 2.39 ACRES OF THE SOUTH 4.57 OF LOT(S) S 1
I�
, k ; FLOW LINE ELEVATION FL
WATER SEWER STORM DRAIN FLOOD CONTROL AND CALTRANS: ALL UTILITY COMPANIES SHALL BE GIVEN TWO I
> BLOCK 3 OF TRACT N0. 2103 MERILL AVENUE SUBDIVISION
WORKING DAYS NOTICE PRIOR TO WORK' AROUND THEIR FACILITIES.
N0. 1 IN THE CITY OF FONTANA IN THE COUNTY OF SAN I I i , ,,,
, FINISHED SURFACE ELEVATION FS
BERNARDINO STATE OF CALIFORNIA AS SHOWN BY MAP ON
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE FILE IN BOOK- 31 PAGE(S) 1 AND 2, OF MAPS, RECORDSOF INDEX MAP FINISHED GRADE ELEVATION : : : FG
WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
.
SAN BERNARDINO COUNTY, CALIFORNIA. SCALE: 1 -50
13. CURVE DATA REFERS TO THE FACE OF CURB.
ASPHALT CONCRETE. : AC
ETG THAT PORTION CONVEYED TO THE CITY OF FONTANA -
_ D
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
SHOWN IN DEED RECORDED MARCH 15 2007 AS INSTRUMENT AGGREGATE BASE . . . . . . ... . . A.B.
07-163030 OF OFFICIAL RECORDS OF SAN BERNARDINO
_
15. ADEQUATE CONSTRUCTION CONTROL .STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO COUNTY CALIFORNIA:
EDGE OF PAVEMENT. . . . . EOP
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
W
NOTICE
0 . . . . • • • • • R/
OF BENCHMARKS AND .CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
PRIVATE ENGINEER'S RIGHT F WAY.
16 THECONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT TO CONTRACTORS:
_
- PRIOR NOTIFICATION TO THE CITY ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND.
BASIS OF BEARINGS SOURCE OF TOPOGRAPHY
UTILITY PIP OR STRUCTURES -SHOWN ON THESE PLANS
L ES n TOPOGRAPHIC SURVEY WAS PERFORMED ON
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS MONUMENT TIES AND.
THE BASIS .,F .BEARINGS FOR THIS .SURVEY
T A SEARCH OF AVAILABLE RECORDS. TO
ARE OBTAINED BY MAY 5 2013. USING .THE BASIS OF
BENCH" MARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER ORLiCENSED LAND SURVEYOR. SURVEY
IS THE CENTERLINE -0F CITRUS AVE AS ,
MONUMENTS THAT WILL BE DESTROYED .ASA RESULT OF THIS CONSTRUCTION SHALL. BE REPLACED. THE
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
SHOWN ON PARCEL MAP No.10506, FILE IN BEARING FOR THIS SURVEY IS THE LEGEND.
UTILITIES EXCEPT SHOWN ON THESE PLANS. THE
E CEP AS BOOK 31 PAGE 1 AND 2 OF MAPS CENTERLINE OF CHERRY AVE AS SHOWN ON
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT. TIES TO MONUMENTS CAN � � - -
_ PROPERTY LINE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SEMI TROPIC LAND AND WATER COMPANY
BE ESTABLISHED FOR LATERREPLACEMENT OF THE. MONUMENT.
RECORDS OF SAN BERNARDINO COUNTY. ,
»
MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY 1N THE COUNTY OF SAN BERNARDINO
...BEING NORTH00 18 34 EST. -q7 CENTERLINE
IN OR STRUCTURES NOT SHOWN ON THESE
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12
OTHER L ES STATE OF CALIFORNIA AS PER MAP.
PLANS. IN BOOK 11 F MAPS
FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
RECORDED B PAGE 12 0
NEW .STREET. LIGHT
IN .THE OFFICE OF THE COUNTY. RECORDER
ALL CONTRACTORS AND ..SUBCONTRACTORS PERFORMING - - .....- ...: -.
EXISTING CURB & GUTTER
IN
OF SAID.. COUNTY.
19: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE Q
WORK SHOWN ON OR RELATED TO THESE PLANS .SHALL
WATERING AT ALL TIMES._._ ._ _::._ _
EXISTING UTILITIES
CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
UNAUTHORIZED CHANGESAND USES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
-
PROTECTED.
AL CONTRACTORS AND SUBCONTRACTORS CAUTION: THE ENGINEER PREPARING THESE PLANS WLL NOT BE
L
RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES
SHALL COMPLY W TH THE OCCUPATIONAL SAFETY AND ,
LI
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED .MATERIAL MUD SILT OR DEBRIS TO BE: DEPOSITED ONTO.i
HEALTH REGU TIONS OF THE U.S. DEPARTMENT OF LABOR
TO OR USES OF THESE PLANS.
PUBLIC (VAT F NCONSTRUCTION WITHOUT PRI R WRITTEN �
UBL C OR PRIVATE PROPERTY ADJACENT TO THE RIGHT. 0 .WAY DURING 0 E
APPROVAL. -
AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF
N OTES
CONSTRUCTION NOTES
INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS .
•
Valley Blvd,
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
1
Washin to Dr
430.00 SF
2
Bedino FWY 10
San mar
CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE
PROJECT
A GEOTECHNICAL .ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE. TO OBTAIN THE REQUIRED DENSITY
WAY FOR THE CONTRACTORS AND SUBCONTRACTORS
LOCATION
Bo I Ave
SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION.
Slover Ave.
Sloven Ave,
REGULATIONS„ OF THE U.S. DEPARTMENT OF LABOR OR
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REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
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OR LEAVING IMPROVEMENTS.
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GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION
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THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
COMPLETE RESPONSIBILITY FOR. JOB SITE CONDITIONS DURING
Santa
Ana Ave
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING
'
THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND
: THIS
SAFETY OF ALL PERSONS AND PROPERTY,
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.A
APPLY PROPERTY, THAT .THIS REQUIREMENT SH LL AP L
Pii I IV. uGI'II V IJ YYY'1f\L_, r-LmVI V U\ - r%I I IV. LV IJ IVIVIV 1 LIVLVI\V - -, n n n n - X X X -X XLu
-,•sem:,-.:;:: ,.; -.., ,......... ...... .. .... ,'^✓..✓ ,.. .,
I
VICINITY MAP
6. IT SHA THE RESPONSIBILITY F T NTRACT R T MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC „<,,, ,..,, . / C
LL BE E 0 HE CONTRACTOR 0 ,,. <.,.., ✓ ,.,.. �
z
SEWER CABLE DEVICES AT ALLTIMES.
,< -
;, ,
N.T.S.CITY OF FONTANA TIME WARNER TELECOM
I
7 THECONTRACTOR SHALL OBTAIN A PERMIT TO PERFORMEXCAVATIONOR TRENCH WORK FOR TRENCHES 5 FEET OR 8353 SIERRA AVENUE 3281 EAST GUASTI ROAD .
..
,
I\U
_
GREATER IN .DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
FONTANA CA 92335 SUITE 350 ........ ._.. ��,
,
Q,I
E
I
OWNER/DEVELOPMENT:
I
909-350_6632 ONTARIO CA 91761 >,
909-456-3652 FACES OFALL EX AVATI NS GREAT R THAN FIVE 5 FEET DEPTH SHALL BE GUARDED BY..8. THE WALLSANDSAM & BLANCA CARDENAS
,
•
TT V MILLER
WAT R A N. DAVID
i
4 7 V R A
SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE....., ., ,.. _
14 0 .SLOE VE
,
CA 92337
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS .THAN FIVE 5 FONTANA WATER COMPANY
FONTANA,
FEET SHALL ALSO
11142 GARVEY AVENUE
f
...0236-101-17I _
:,.e,:: ,,:.,-< `A.P.N..
BE GUARDED WHEN THE POTENTIAL EXISTS FOR 'GROUND SAFETY. ,< ,........_
EL MONTE CA 9
1733
l
w
SITE ADDRESS:
626-448-6183
9 N0 MATERIAL OR E UIPM NT SHALL BE STORED IN THE PUBLIC RIGHT 0F WAY WITHOUT OBTAINING A SEPARATE O
,
ATTIC LUIS MONTENEGRO
SAM & BLANCACARDENAS
PERMIT FOR THAT PURPOSE.
-
:<::.:, 144 V AVE07 SLO ER
I
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER IT SHALL BE
,;
CA:
RI : , , . ,
LEGAL DESCPTI N . O
FONTANA, 9233
< .. .
I
:THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD THE TRUE LOCATION AND ELEVATION 0
AN EXISTING N R P R PRECAUTION TH R T T CONTRACTOR
_ ......... .. . .. . ..... .. L
Y E S NG A D TO EXE EXERCISE PRO ETO AVOID DAMAGE THERE 0 HE, .. ,, ,° x .: .,. x..-,�,-.,. .--•...�,° .. ,,
THE: LAND REFERRED TO HEREIN IS SITUATED IN THE STATE ...�. � ABBREVIATIONS.
-SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 800-227-2600 TWO *WORKING DAYS BEFORE EXCAVATION.
OF CALIFORNIA, COUNTY.. OF SAN BERNARDINO, CITY OF
I
FONTANA DESCRIBED AS FOLLOWS..I
,
i
F CURB ELEVATION : TC � TOP 0 C B ELE 0
I :
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO
I
GAS, TELEPHONE. ELECTRIC, CABLETELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED
.THE EAST 2.39 ACRES OF THE SOUTH 4.57 OF LOT(S) S 1
I�
, k ; FLOW LINE ELEVATION FL
WATER SEWER STORM DRAIN FLOOD CONTROL AND CALTRANS: ALL UTILITY COMPANIES SHALL BE GIVEN TWO I
> BLOCK 3 OF TRACT N0. 2103 MERILL AVENUE SUBDIVISION
WORKING DAYS NOTICE PRIOR TO WORK' AROUND THEIR FACILITIES.
N0. 1 IN THE CITY OF FONTANA IN THE COUNTY OF SAN I I i , ,,,
, FINISHED SURFACE ELEVATION FS
BERNARDINO STATE OF CALIFORNIA AS SHOWN BY MAP ON
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE FILE IN BOOK- 31 PAGE(S) 1 AND 2, OF MAPS, RECORDSOF INDEX MAP FINISHED GRADE ELEVATION : : : FG
WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
.
SAN BERNARDINO COUNTY, CALIFORNIA. SCALE: 1 -50
13. CURVE DATA REFERS TO THE FACE OF CURB.
ASPHALT CONCRETE. : AC
ETG THAT PORTION CONVEYED TO THE CITY OF FONTANA -
_ D
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
SHOWN IN DEED RECORDED MARCH 15 2007 AS INSTRUMENT AGGREGATE BASE . . . . . . ... . . A.B.
07-163030 OF OFFICIAL RECORDS OF SAN BERNARDINO
_
15. ADEQUATE CONSTRUCTION CONTROL .STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO COUNTY CALIFORNIA:
EDGE OF PAVEMENT. . . . . EOP
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
W
NOTICE
0 . . . . • • • • • R/
OF BENCHMARKS AND .CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
PRIVATE ENGINEER'S RIGHT F WAY.
16 THECONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT TO CONTRACTORS:
_
- PRIOR NOTIFICATION TO THE CITY ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND.
BASIS OF BEARINGS SOURCE OF TOPOGRAPHY
UTILITY PIP OR STRUCTURES -SHOWN ON THESE PLANS
L ES n TOPOGRAPHIC SURVEY WAS PERFORMED ON
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS MONUMENT TIES AND.
THE BASIS .,F .BEARINGS FOR THIS .SURVEY
T A SEARCH OF AVAILABLE RECORDS. TO
ARE OBTAINED BY MAY 5 2013. USING .THE BASIS OF
BENCH" MARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER ORLiCENSED LAND SURVEYOR. SURVEY
IS THE CENTERLINE -0F CITRUS AVE AS ,
MONUMENTS THAT WILL BE DESTROYED .ASA RESULT OF THIS CONSTRUCTION SHALL. BE REPLACED. THE
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
SHOWN ON PARCEL MAP No.10506, FILE IN BEARING FOR THIS SURVEY IS THE LEGEND.
UTILITIES EXCEPT SHOWN ON THESE PLANS. THE
E CEP AS BOOK 31 PAGE 1 AND 2 OF MAPS CENTERLINE OF CHERRY AVE AS SHOWN ON
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT. TIES TO MONUMENTS CAN � � - -
_ PROPERTY LINE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SEMI TROPIC LAND AND WATER COMPANY
BE ESTABLISHED FOR LATERREPLACEMENT OF THE. MONUMENT.
RECORDS OF SAN BERNARDINO COUNTY. ,
»
MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY 1N THE COUNTY OF SAN BERNARDINO
...BEING NORTH00 18 34 EST. -q7 CENTERLINE
IN OR STRUCTURES NOT SHOWN ON THESE
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12
OTHER L ES STATE OF CALIFORNIA AS PER MAP.
PLANS. IN BOOK 11 F MAPS
FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
RECORDED B PAGE 12 0
NEW .STREET. LIGHT
IN .THE OFFICE OF THE COUNTY. RECORDER
ALL CONTRACTORS AND ..SUBCONTRACTORS PERFORMING - - .....- ...: -.
EXISTING CURB & GUTTER
IN
OF SAID.. COUNTY.
19: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE Q
WORK SHOWN ON OR RELATED TO THESE PLANS .SHALL
WATERING AT ALL TIMES._._ ._ _::._ _
EXISTING UTILITIES
CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
UNAUTHORIZED CHANGESAND USES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
-
PROTECTED.
AL CONTRACTORS AND SUBCONTRACTORS CAUTION: THE ENGINEER PREPARING THESE PLANS WLL NOT BE
L
RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES
SHALL COMPLY W TH THE OCCUPATIONAL SAFETY AND ,
LI
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED .MATERIAL MUD SILT OR DEBRIS TO BE: DEPOSITED ONTO.i
HEALTH REGU TIONS OF THE U.S. DEPARTMENT OF LABOR
TO OR USES OF THESE PLANS.
PUBLIC (VAT F NCONSTRUCTION WITHOUT PRI R WRITTEN �
UBL C OR PRIVATE PROPERTY ADJACENT TO THE RIGHT. 0 .WAY DURING 0 E
APPROVAL. -
AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF
N OTES
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
» » .NOT BE .LIMITED TO NORMAL WORKING HOURS AND -
27. THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER '
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND'
LATERAL.
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS. FROM
;r
HARMLESS FROM ANY AND ALL LIABILITY 'REAL OR ALLEGED,
ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION
28. NO CONCRETE SHALL BE PLACED UNTIL THE'FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
WITH THE PERFORMANCE OF WORK 011 THIS PROJECT,
APPROVED.
, A
' - PROJECT EXCEPTING FOR ANY LIABILITY RISING FROM THE
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF EXIST EXIST
R
W
R
WSOLE NEGLIGENCE OF THE OWNER OR ENGINEER. DESIGN PROFESSIONAL
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TOPAVINGOF STREETS. R -
I
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 1104.0',
12.0' 40.0 40.0 12.0
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT T REVISION AND APPROVAL OF THE CITY
2
N 0 ,
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
6.0
6.0 ,
1
6:0 6.0
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL SIDE PARK EXIST AC PARK SIDE
/ EXIST AC
I
BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON WALK WAYPAVING PAVING WAY WALK
.
COMPLETION OF ROUGH GRADING. 0.5 0.5
FL
- o
_FL
0
%
2 (2.0%) 2.
0 2
TY
P (
( o
TYP
-� --
. AGRADE
33 ALL MANHOLES, CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO FIN( HED Y THE B
/ r.....
NT R P ,. .. E
_.. _. _.
G CONTRACTOR UPON COMPLETION OF PAVING. ,
PAVIN A
Er
34. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING STRIPING, BARRICADES AND OTHER
SLOVER AVE
TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
N.T.S.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE 'LANDSCAPING SPRINKLERS AND SIDEWAL S 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.
A.S.P. No 09-035
BRASS DISK IN .SOUTH END OF CONCRETE WINGWALL 43 OFESs�
D
CITY OF FONTANA CALIFORNIA
O
SHOULD CONSTRUCTION OF THE REQUIRED PR oti
F CHERRY RY V V N
0
q
0 THE C E AVENUE 0 ERCROSSI G OF THE _-
STREET IMPROVEMENT PLAN
IMPROVEMENTS NOT COMMENCE WITHIN TWO M
SOUTHERN PACIFIC RAILROAD TRACK. SAID WINGWALL 0
BEING 68 FEET SOUTH OF SOUTH TRACK BEING 1.5 YEARS OF THE DATE OF APPROVAL SHOWN HEREON �
�
Ce e
G�uD:�JU:�J
DRAWN BY. SCALE:
FEET ABOVE TRACK w
14407 SLOVER AVENUE
� �7 CIVIL ENGINEERING DIVISION o. C 0 S O AS SHOWN
ELEVATION AT 1027:5080
AND CARRIED FORTH IN A DILIGENT MANNER THE _ s6o15o x,eW.olao+oea„oweoio-,-,ee
DIAL , No. c
TWO WORKING
NO)30 1DNFAX:(M) " DESIGNED BY:
* reL xe->'xo .FAX. eoe See-21oo DATE.
;. lase) ( 1
.� AY R
EXP. ` 6 30 14 ,
DAYS BEFORE BEFORE FONTANA CA 92337
CITY ENGINEER MAY RE UIRE REVISIONS TO THE
Q s
YOU DIG YOU DIG
� o.c
- 6/11/13
�
;
9
V
PLANS TO BRIf�IG I NEM INTO 0 CONFORMANCE WITH � CHECKED BY.
APPROVED BY. - - DRAWING NO..
TO FRE
O /
LL E _ _ , M. 0 NO R.C.E.
1 800 227 260 F
, 1
A P RV YUNDERGROUNDRV
F
CA
L
N
PUBLIC SERVICE B SERVICE ALERT
STA AR I T 502
7
A N R. CITY DA
N D DS N EFFECT.
REVISION DESCRIPTION DTE E G TE NQ. C 66015 EXP. 06 30 14 DATE.
REV. / / H.M. 2
CI NGINEER R.C. 11 2 DATE.
CONSTRUCTION NOTES
INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS .
•
22.'
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
1
CONSTRUCT DRIVEWAY APPROACH (W=35' )PER CITY STD No 1002
430.00 SF
2
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE II.' ANY
CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE
23.
A GEOTECHNICAL .ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE. TO OBTAIN THE REQUIRED DENSITY
WAY FOR THE CONTRACTORS AND SUBCONTRACTORS
- DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF
EXISTING FIRE HYDRANT TO PROTECT IN PLACE
SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION.
6
REGULATIONS„ OF THE U.S. DEPARTMENT OF LABOR OR
UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS.
WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTR AL
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON_ ERODEABLE SWALES ENTERING
RELATIONS CONSTRUCTION SAFETY ORDERS".
ENGINEER FOR REVIEW.
CONTRACTOR THAT IN ACCORDANCE
OR LEAVING IMPROVEMENTS.
.CONSTRUCTION .AGREES .WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME
CONTRACTOR WLL BE REQUIRED TO ASSUME SOLE AND
25:
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
COMPLETE RESPONSIBILITY FOR. JOB SITE CONDITIONS DURING
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING
'
THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND
: THIS
SAFETY OF ALL PERSONS AND PROPERTY,
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.A
APPLY PROPERTY, THAT .THIS REQUIREMENT SH LL AP L
.THAT
:REQUIREMENT SHALL BE MADE TO APPLY CONTINOUSLY AND
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
» » .NOT BE .LIMITED TO NORMAL WORKING HOURS AND -
27. THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER '
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND'
LATERAL.
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS. FROM
;r
HARMLESS FROM ANY AND ALL LIABILITY 'REAL OR ALLEGED,
ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION
28. NO CONCRETE SHALL BE PLACED UNTIL THE'FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
WITH THE PERFORMANCE OF WORK 011 THIS PROJECT,
APPROVED.
, A
' - PROJECT EXCEPTING FOR ANY LIABILITY RISING FROM THE
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF EXIST EXIST
R
W
R
WSOLE NEGLIGENCE OF THE OWNER OR ENGINEER. DESIGN PROFESSIONAL
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TOPAVINGOF STREETS. R -
I
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 1104.0',
12.0' 40.0 40.0 12.0
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT T REVISION AND APPROVAL OF THE CITY
2
N 0 ,
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
6.0
6.0 ,
1
6:0 6.0
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL SIDE PARK EXIST AC PARK SIDE
/ EXIST AC
I
BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON WALK WAYPAVING PAVING WAY WALK
.
COMPLETION OF ROUGH GRADING. 0.5 0.5
FL
- o
_FL
0
%
2 (2.0%) 2.
0 2
TY
P (
( o
TYP
-� --
. AGRADE
33 ALL MANHOLES, CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO FIN( HED Y THE B
/ r.....
NT R P ,. .. E
_.. _. _.
G CONTRACTOR UPON COMPLETION OF PAVING. ,
PAVIN A
Er
34. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING STRIPING, BARRICADES AND OTHER
SLOVER AVE
TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
N.T.S.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE 'LANDSCAPING SPRINKLERS AND SIDEWAL S 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.
A.S.P. No 09-035
BRASS DISK IN .SOUTH END OF CONCRETE WINGWALL 43 OFESs�
D
CITY OF FONTANA CALIFORNIA
O
SHOULD CONSTRUCTION OF THE REQUIRED PR oti
F CHERRY RY V V N
0
q
0 THE C E AVENUE 0 ERCROSSI G OF THE _-
STREET IMPROVEMENT PLAN
IMPROVEMENTS NOT COMMENCE WITHIN TWO M
SOUTHERN PACIFIC RAILROAD TRACK. SAID WINGWALL 0
BEING 68 FEET SOUTH OF SOUTH TRACK BEING 1.5 YEARS OF THE DATE OF APPROVAL SHOWN HEREON �
�
Ce e
G�uD:�JU:�J
DRAWN BY. SCALE:
FEET ABOVE TRACK w
14407 SLOVER AVENUE
� �7 CIVIL ENGINEERING DIVISION o. C 0 S O AS SHOWN
ELEVATION AT 1027:5080
AND CARRIED FORTH IN A DILIGENT MANNER THE _ s6o15o x,eW.olao+oea„oweoio-,-,ee
DIAL , No. c
TWO WORKING
NO)30 1DNFAX:(M) " DESIGNED BY:
* reL xe->'xo .FAX. eoe See-21oo DATE.
;. lase) ( 1
.� AY R
EXP. ` 6 30 14 ,
DAYS BEFORE BEFORE FONTANA CA 92337
CITY ENGINEER MAY RE UIRE REVISIONS TO THE
Q s
YOU DIG YOU DIG
� o.c
- 6/11/13
�
;
9
V
PLANS TO BRIf�IG I NEM INTO 0 CONFORMANCE WITH � CHECKED BY.
APPROVED BY. - - DRAWING NO..
TO FRE
O /
LL E _ _ , M. 0 NO R.C.E.
1 800 227 260 F
, 1
A P RV YUNDERGROUNDRV
F
CA
L
N
PUBLIC SERVICE B SERVICE ALERT
STA AR I T 502
7
A N R. CITY DA
N D DS N EFFECT.
REVISION DESCRIPTION DTE E G TE NQ. C 66015 EXP. 06 30 14 DATE.
REV. / / H.M. 2
CI NGINEER R.C. 11 2 DATE.
CONSTRUCTION NOTES
QUANTITY-
1
CONSTRUCT DRIVEWAY APPROACH (W=35' )PER CITY STD No 1002
430.00 SF
2
CONSTRUCT SIDEWALK (W=6') PER CITY STD No 1006'
500.00 SF
3
EXISTING CURB AND GUTTER TO PROTECT IN PLACE
4
EXISTING FIRE HYDRANT TO PROTECT IN PLACE
5
EXISTING POWER POLE TO PROTECT IN PLACE
6
DEMOLISH EXISTING CURB AND GUTTER
46.00 LF
7
EXISTING WATER METER TO REMOVED & RELOCATE BY OTHER