HomeMy WebLinkAbout4066-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CITY OF FONTANA
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 CANNOT BE S TREE T IMPRO VEMEN T PLANS
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE GREEN BOOK, THE CONTRACTOR SHALL
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER,
1
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
FON LANA, CA 92335
15
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 1
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
1
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS
CITY OF FONTANA
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THAN FIVE (5) FEET SHALL BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. L i
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3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
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4. 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.
5. THE CONTRACTORS 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.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR
APN: 0238-112-17
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 17"-1
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES SEE
C5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
APN: 0238-112-16 APN: 0238-112-07
1
10.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER,
1
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
FON LANA, CA 92335
15
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 1
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
1
REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS
CITY OF FONTANA
Jay
THAN FIVE (5) FEET SHALL BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. L i
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APN: 0238-112-49
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9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A
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DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
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SEPARATE PERMIT FOR THAT PURPOSE.
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1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.LLJ
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10.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER,
1
BASIL J. FABRIZIO
FON LANA, CA 92335
15
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE
1
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
CITY OF FONTANA
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LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID
APN: 0238-112-49
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DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
APN: 0238-101-64
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5'
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.LLJ
1
DAHLIA ST.
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PACIFIC BELL CO.
MIN
JURUPA ST.
1
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VERIZON
GRIND 0.10' MIN.
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
1
7951 REDWOOD AVE.
ATTN: STEVE HOCK
EXIST. PAVEMENT AND
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LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION,
31,159 S.F.
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8353 SIERRA AVENUE
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776-2664
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL
1
(909) 820-5598 - UNDERGROUND
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18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE TO WORK AROUND THEIR FACILITIES.
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(909) 469-6327
SCALE: 1 "-200'
O PROVIDE OVERLAY JOIN PER DETAIL ON SHEET 1.
1
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
549 EAST SIERRA MADRE AVENUE
(714) 666-5401
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
1
Y/
FONTANA WATER COMPANY
INSPECTED AND APPROVED.
6
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER
AZUSA, CA 91702-1299
ATTN: MICHAEL J. McGRAW
VICINITY
MAP
DENSITY IF OBTAINED.
COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
1
THE THOMAS GUIDE,
SAN BERNARDINO COUNTY
TRASH ENCLOSURE
EVC
END VERTICAL CURVE
1
SECTION J-2
ChLkFc
CHAIN LINK FENCE
13.
CURVE DATE REFERS TO THE FACE OF THE CURB.
1
TOP OF WALL
DI
DROP INLET
TC
TOP OF CURB
TF
TOP OF FOOTING
1
14.
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
APN: 0238-101-65
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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
i
CONSTRUCTION.
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1
16
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES OR BENCH MARKS
r.
PROPOSED BUILDING
1
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SCALE: 1 "=200'
APN: 0238-112-32
PAVING LEGEND
(D OR
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13
SHEET INDEX
1 TITLE SHEET AND SECTIONS
2 ETIWANDA AVENUE PLAN AND PROFILE
FROM ±1000' NORTH OF JURUPA AVENUE
TO DAHLIA STREET
3 DAHLIA STREET PLAN AND PROFILE
FROM ETIWANDA AVENUE TO ±1300' EAST
OF ETIWANDA AVENUE
4 DETAILS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
STREETS.
SANTA ANA ST.
BASIL J. FABRIZIO
FON LANA, CA 92335
15
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
CONSTRUCTION NOTES. O
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17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
CITY OF FONTANA
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APN: 0238-112-49
WAWIN&A
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OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR
20.
. . .
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v
5'
O CONSTRUCT 6.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED SUBGRADE
18,750 S.F.
DAHLIA ST.
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PACIFIC BELL CO.
MIN
JURUPA ST.
SITE
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cwn
VERIZON
GRIND 0.10' MIN.
BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE-WEEK PRIOR TO CONSTRUCTION SO
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7951 REDWOOD AVE.
ATTN: STEVE HOCK
EXIST. PAVEMENT AND
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2 CONSTRUCT 5.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED SUBGRADE
O
31,159 S.F.
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
8353 SIERRA AVENUE
z
776-2664
I
INDEX MAP
(909) 820-5598 - UNDERGROUND
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CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
FONTANA, CA 92335
(g09) 350-6632
M/SS�ON
w
(909) 469-6327
SCALE: 1 "-200'
O PROVIDE OVERLAY JOIN PER DETAIL ON SHEET 1.
11,500 S.F.
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
549 EAST SIERRA MADRE AVENUE
(714) 666-5401
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
(909) 357-6233 - DISTRIBUTION
FONTANA WATER COMPANY
INSPECTED AND APPROVED.
6
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
AZUSA, CA 91702-1299
ATTN: MICHAEL J. McGRAW
VICINITY
MAP
DENSITY IF OBTAINED.
O ADJUST TO GRADE AS NEEDED PER CITY OF FONTANA STD. PLAN NO. 130.
23 EA.
THE THOMAS GUIDE,
SAN BERNARDINO COUNTY
TRASH ENCLOSURE
EVC
END VERTICAL CURVE
PAGE 643,
SECTION J-2
ChLkFc
CHAIN LINK FENCE
1 TITLE SHEET AND SECTIONS
2 ETIWANDA AVENUE PLAN AND PROFILE
FROM ±1000' NORTH OF JURUPA AVENUE
TO DAHLIA STREET
3 DAHLIA STREET PLAN AND PROFILE
FROM ETIWANDA AVENUE TO ±1300' EAST
OF ETIWANDA AVENUE
4 DETAILS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
STREETS.
SO. CALIFORNIA GAS COMPANY
BASIL J. FABRIZIO
FON LANA, CA 92335
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
CONSTRUCTION NOTES. O
QUANTITIES
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
CITY OF FONTANA
UTILITY NOTIFICATION LIST
16231 VALLEY BLVD.
1
APN: 0238-112-49
WAWIN&A
ADEQUATE WATERING AT ALL TIMES.
FONTANA, CA 92335
TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND
OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR
20.
. . .
(909) 428-8411
ONTARIO, CA 91761
5'
O CONSTRUCT 6.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED SUBGRADE
18,750 S.F.
SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL
CITY OF FONTANA
PACIFIC BELL CO.
MIN
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED
SO. CALIFORNIA EDISON COMPANY
VERIZON
GRIND 0.10' MIN.
BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE-WEEK PRIOR TO CONSTRUCTION SO
ATTN: BRIAN WREN
ATTN: NORMA GUILLOT
7951 REDWOOD AVE.
ATTN: STEVE HOCK
EXIST. PAVEMENT AND
ATTN:
2 CONSTRUCT 5.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED SUBGRADE
O
31,159 S.F.
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
8353 SIERRA AVENUE
1265 N. VAN BUREN STREET
776-2664
I
INDEX MAP
(909) 820-5598 - UNDERGROUND
POMONA, CA 91766
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
FONTANA, CA 92335
(g09) 350-6632
SUITE 180
ANAHEIM, CA 92807
i
(909) 469-6327
SCALE: 1 "-200'
O PROVIDE OVERLAY JOIN PER DETAIL ON SHEET 1.
11,500 S.F.
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
549 EAST SIERRA MADRE AVENUE
(714) 666-5401
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
(909) 357-6233 - DISTRIBUTION
FONTANA WATER COMPANY
INSPECTED AND APPROVED.
RESIDENTS AND EMERGENCY VEHICLES
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
AZUSA, CA 91702-1299
ATTN: MICHAEL J. McGRAW
MVC
MIDDLE VERTICAL CURVE
DENSITY IF OBTAINED.
O ADJUST TO GRADE AS NEEDED PER CITY OF FONTANA STD. PLAN NO. 130.
23 EA.
O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 886 L.F.
EXIST. R/W � PROP. IF/W O CONSTRUCT CONC. DRIVEWAY (WIDTH PER PLAN) PER CITY OF FONTANA STD. PLAN NO. 1005A. 3,023 S.F.
1' SAWCUT AND REMOVE R/W V 67
IN EXISTING PAVEMENT, C/L 34' i 5' i O CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. 13,380 S.F.
CURB AND GUTTER. EASEMENT~
C 33' i O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER FONTANA STD. PLAN NO. 1006. 1 EA.
REMOVE EXISTING A.C. DIKE I
WHERE APPLICABLE 22 12 I O
/ I REMOVE REDWOOD HEADER �� 6' i 9 NOT USED - -
EXISTING 8" 1
WHERE APPLICABLE EXISTING v CURB &GUTTER 10 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN NO. 313-2 CASE A 1 EA.
� O I I
ASPHALT PAVING I
X v'I 2 13 2.0% I 11 CONSTRUCT CONCRETE CROSS -GUTTER, CURB RETURN, & SPANDREL PER CITY OF FONTANA 1,494 S.F.
- I i STD. PLAN NO. 104. (MODIFIED W=8')
- - I
NEW PAVEMENT I I i 12 SAW CUT EXISTING CONCRETE CURB, GUTTER, AND/OR AC PAVEMENT. 2,275 L.F.
Q EXISTING
REMOVE EXISTING CONCRETE CURB, GUTTER AND/OR AC PAVEMENT. 1,066 L.F. 29,175 S.F.
10" WATER LINE @
OVERLAY JOIN DETAIL DAHLIA STREET 14 RELOCATE EXISTING SIGN. 4 EA.
STREETS.
SO. CALIFORNIA GAS COMPANY
BASIL J. FABRIZIO
FON LANA, CA 92335
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
ATTN: GREG GASPAR
COMCAST (CABLE TV)
(909) 822-2201
19.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
16231 VALLEY BLVD.
ATTN: JACK HAYES
FAX: (909) 823-5046
WAWIN&A
ADEQUATE WATERING AT ALL TIMES.
FONTANA, CA 92335
1205 DOUPONT AVENUE
OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR
20.
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 -MILES
(909) 428-8411
ONTARIO, CA 91761
5'
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
PER HOUR.
EMERGENCIES: (800) 427-2200
(909) 390-4738
ATTN: LON TSAI
MIN
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED
SO. CALIFORNIA EDISON COMPANY
VERIZON
GRIND 0.10' MIN.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
WATER
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
7951 REDWOOD AVE.
ATTN: STEVE HOCK
EXIST. PAVEMENT AND
ATTN:
JOE MIRONE
PRIOR WRITTEN APPROVAL.
FONTANA, CA 92335
1400 E. PHILLIPS BLVD.
OVERLAY 0.10' MIN.
776-2664
SAN GABRIEL VALLEY
27.
(909) 820-5598 - UNDERGROUND
POMONA, CA 91766
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
MUNICIPAL WATER DISTRICT
22.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
(909) 875-5100 - TRANSMISSIONS
(909) 469-6327
ATTN: DAVE JOHNSON
BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
(213) 637-1233 - PIPELINES
549 EAST SIERRA MADRE AVENUE
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
(909) 357-6233 - DISTRIBUTION
FONTANA WATER COMPANY
INSPECTED AND APPROVED.
BW
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
AZUSA, CA 91702-1299
ATTN: MICHAEL J. McGRAW
MVC
MIDDLE VERTICAL CURVE
DENSITY IF OBTAINED.
CRAWFORD CANYON MUTUAL WATER CO.
8440 NUEVO AVENUE
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
T
TRASH ENCLOSURE
EVC
END VERTICAL CURVE
EXISTING PAVEMENT
O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 886 L.F.
EXIST. R/W � PROP. IF/W O CONSTRUCT CONC. DRIVEWAY (WIDTH PER PLAN) PER CITY OF FONTANA STD. PLAN NO. 1005A. 3,023 S.F.
1' SAWCUT AND REMOVE R/W V 67
IN EXISTING PAVEMENT, C/L 34' i 5' i O CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. 13,380 S.F.
CURB AND GUTTER. EASEMENT~
C 33' i O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER FONTANA STD. PLAN NO. 1006. 1 EA.
REMOVE EXISTING A.C. DIKE I
WHERE APPLICABLE 22 12 I O
/ I REMOVE REDWOOD HEADER �� 6' i 9 NOT USED - -
EXISTING 8" 1
WHERE APPLICABLE EXISTING v CURB &GUTTER 10 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN NO. 313-2 CASE A 1 EA.
� O I I
ASPHALT PAVING I
X v'I 2 13 2.0% I 11 CONSTRUCT CONCRETE CROSS -GUTTER, CURB RETURN, & SPANDREL PER CITY OF FONTANA 1,494 S.F.
- I i STD. PLAN NO. 104. (MODIFIED W=8')
- - I
NEW PAVEMENT I I i 12 SAW CUT EXISTING CONCRETE CURB, GUTTER, AND/OR AC PAVEMENT. 2,275 L.F.
Q EXISTING
REMOVE EXISTING CONCRETE CURB, GUTTER AND/OR AC PAVEMENT. 1,066 L.F. 29,175 S.F.
10" WATER LINE @
OVERLAY JOIN DETAIL DAHLIA STREET 14 RELOCATE EXISTING SIGN. 4 EA.
STREETS.
ATTN:
BASIL J. FABRIZIO
FON LANA, CA 92335
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
(909)
463-9580
(909) 822-2201
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
ETIWANDA AVE. AND SANTA ANA STREET.
THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
FAX: (909) 823-5046
WAWIN&A
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
UNDERGROUND
SERVICE ALERT
OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR
25.
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SAHLL BE APPROVED AT THE TIME
(800)
422-4133
WEST VALLEY WATER DISTRICT
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARDS.
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE
ATTN: LON TSAI
GB
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
METROPOLITAN
WATER DISTRICT
855 W. BASELINE ROAD
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
WATER
SYSTEM OPERATION GROUP
RIALTO, CA 92377
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
CONCRETE.
ATTN:
JOE MIRONE
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
35.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED
(909)
776-2664
SAN GABRIEL VALLEY
27.
THE SEWER CONTRACTOR SHALL STAMP AND "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
MUNICIPAL WATER DISTRICT
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
SEWER LATERAL.
TRAVEL
ATTN: DAVE JOHNSON
BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
549 EAST SIERRA MADRE AVENUE
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
SEWER MANHOLE
BVC
P.O. BOX 1299
TOW
INSPECTED AND APPROVED.
BW
BACK OF WALK
AZUSA, CA 91702-1299
TOP OF GRATE
MVC
MIDDLE VERTICAL CURVE
BOW
(909) 969-7911
29.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
T
TRASH ENCLOSURE
EVC
O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003 886 L.F.
EXIST. R/W � PROP. IF/W O CONSTRUCT CONC. DRIVEWAY (WIDTH PER PLAN) PER CITY OF FONTANA STD. PLAN NO. 1005A. 3,023 S.F.
1' SAWCUT AND REMOVE R/W V 67
IN EXISTING PAVEMENT, C/L 34' i 5' i O CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. 13,380 S.F.
CURB AND GUTTER. EASEMENT~
C 33' i O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER FONTANA STD. PLAN NO. 1006. 1 EA.
REMOVE EXISTING A.C. DIKE I
WHERE APPLICABLE 22 12 I O
/ I REMOVE REDWOOD HEADER �� 6' i 9 NOT USED - -
EXISTING 8" 1
WHERE APPLICABLE EXISTING v CURB &GUTTER 10 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN NO. 313-2 CASE A 1 EA.
� O I I
ASPHALT PAVING I
X v'I 2 13 2.0% I 11 CONSTRUCT CONCRETE CROSS -GUTTER, CURB RETURN, & SPANDREL PER CITY OF FONTANA 1,494 S.F.
- I i STD. PLAN NO. 104. (MODIFIED W=8')
- - I
NEW PAVEMENT I I i 12 SAW CUT EXISTING CONCRETE CURB, GUTTER, AND/OR AC PAVEMENT. 2,275 L.F.
Q EXISTING
REMOVE EXISTING CONCRETE CURB, GUTTER AND/OR AC PAVEMENT. 1,066 L.F. 29,175 S.F.
10" WATER LINE @
OVERLAY JOIN DETAIL DAHLIA STREET 14 RELOCATE EXISTING SIGN. 4 EA.
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
N.T.S.
C
STA. 11+03.05 TO STA. 22+79.43 15 NOT USED - -
TI=9.0
16 PROTECT IN PLACE; ITEM SPECIFIED ON PLAN. - -
EXIST. PROP. 17 EXISTING POLE TO BE REMOVED AND LINES UNDERGROUNDED AS REQUIRED BY UTILITY. 8 EA.
66, R/W R/W
^ 18 PROPOSED STREET LIGHT; SEE STREET LIGHT IMPROVEMENT PLANS FOR DETAILS 9 EA.
54'
I
43'
37.5' - STA 59+13.86 TO STA 68+17
i 39.5' - STA 68+17 TO STA 69+95
EXISTING 5,
ASPHALT PAVING Q Mil
VARI S 3
5.37% _---------------
C
N=.
VARIES
.2-b6%-4.547,__ -
ETIWANDA AVENUE
STA. 59+13.86 TO STA. 68+96.67
TI=10.5
RAILROAD APPROVAL REQUIRED PRIOR TO
CONSTRUCTION NATHIN THE RAILROAD EASEMENT.
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
REVISED STREET X -SECTIONS. BRING THEM INTO CONFORMANCE WITH CONDITIONS
REV. REVISION DESCRIPTION D E I ENGR. CITY DATE AND STANDARDS IN EFFECT.
STREETS.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
30.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
Nm
TOP OF 3/4" I.P. WE3T'1/4 COR. SECTION 28
BASIS OF BEARING IS THE CENTERLINE 01
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR
ETIWANDA AVE. AND SANTA ANA STREET.
THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
WAWIN&A
Ak.
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
32.
OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR
LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
BEGIN CURVE RETURN
SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
THESE DRAWINGS.
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
GB
BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT;
BUSHES
OH
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY
34.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
CURB FACE
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND
PL
PROPERTY LINE
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
35.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
0 0 0 0
BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
THE ENGINEER.
36.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
BOS
SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE
TRAVEL
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
N.T.S.
C
STA. 11+03.05 TO STA. 22+79.43 15 NOT USED - -
TI=9.0
16 PROTECT IN PLACE; ITEM SPECIFIED ON PLAN. - -
EXIST. PROP. 17 EXISTING POLE TO BE REMOVED AND LINES UNDERGROUNDED AS REQUIRED BY UTILITY. 8 EA.
66, R/W R/W
^ 18 PROPOSED STREET LIGHT; SEE STREET LIGHT IMPROVEMENT PLANS FOR DETAILS 9 EA.
54'
I
43'
37.5' - STA 59+13.86 TO STA 68+17
i 39.5' - STA 68+17 TO STA 69+95
EXISTING 5,
ASPHALT PAVING Q Mil
VARI S 3
5.37% _---------------
C
N=.
VARIES
.2-b6%-4.547,__ -
ETIWANDA AVENUE
STA. 59+13.86 TO STA. 68+96.67
TI=10.5
RAILROAD APPROVAL REQUIRED PRIOR TO
CONSTRUCTION NATHIN THE RAILROAD EASEMENT.
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
REVISED STREET X -SECTIONS. BRING THEM INTO CONFORMANCE WITH CONDITIONS
REV. REVISION DESCRIPTION D E I ENGR. CITY DATE AND STANDARDS IN EFFECT.
TERESITO N. �Zc
o
oa
BENCH MARK:
BASIS OF BEARINGS:
Nm
TOP OF 3/4" I.P. WE3T'1/4 COR. SECTION 28
BASIS OF BEARING IS THE CENTERLINE 01
-q-
T.1S, R.6W. AT THE INTERSECTION OF
DAHLIA STREET AS SHOWN BY TRACT MAP
o
ETIWANDA AVE. AND SANTA ANA STREET.
NO. 8554, ON FILE IN BOOK 123 OF MAPS,
E2.LL"-001Nb
WAWIN&A
Ak.
FIRE HYDRANT
ELEVATION 941.95
PAGES 13 THROUGH 17, THEREOF, RECORDS
BCR
BEGIN CURVE RETURN
OF SAN BERNARDINO COUNTY, CALIFORNIA.
3 o
BEING N89°27'25"E.
o
0
FLOW LINE
ECR
�m
�o
GB
GRADE BREAK
� o
=a
BUSHES
OH
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
N.T.S.
C
STA. 11+03.05 TO STA. 22+79.43 15 NOT USED - -
TI=9.0
16 PROTECT IN PLACE; ITEM SPECIFIED ON PLAN. - -
EXIST. PROP. 17 EXISTING POLE TO BE REMOVED AND LINES UNDERGROUNDED AS REQUIRED BY UTILITY. 8 EA.
66, R/W R/W
^ 18 PROPOSED STREET LIGHT; SEE STREET LIGHT IMPROVEMENT PLANS FOR DETAILS 9 EA.
54'
I
43'
37.5' - STA 59+13.86 TO STA 68+17
i 39.5' - STA 68+17 TO STA 69+95
EXISTING 5,
ASPHALT PAVING Q Mil
VARI S 3
5.37% _---------------
C
N=.
VARIES
.2-b6%-4.547,__ -
ETIWANDA AVENUE
STA. 59+13.86 TO STA. 68+96.67
TI=10.5
RAILROAD APPROVAL REQUIRED PRIOR TO
CONSTRUCTION NATHIN THE RAILROAD EASEMENT.
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
REVISED STREET X -SECTIONS. BRING THEM INTO CONFORMANCE WITH CONDITIONS
REV. REVISION DESCRIPTION D E I ENGR. CITY DATE AND STANDARDS IN EFFECT.
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TERESITO N. �Zc
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w No 38826
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Ak.
A,, z_z2'08
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C� TERESITO N. TABIOLO
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� RCE No. 38826
Exp. 3-31-0VI7
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O F C A `�F O
LEGEND
Q
POWER POLE
ETR
ELECTRIC TRANSFORMER
TR
TOP OF RAIL
FF
FINISHED FLOOR
-q-
STREET LIGHT
EPB
ELECTRIC PULL BOX
WV
WATER VALVE
FS
FINISHED SURFACE
Ak.
FIRE HYDRANT
EVLT
ELECTRIC VAULT
BCR
BEGIN CURVE RETURN
FG
FINISHED GRADE
TREE
FL
FLOW LINE
ECR
END CURVE RETURN
GB
GRADE BREAK
BUSHES
OH
OVERHEAD ELECTRICAL
BC
BEGIN CURVE
CF
CURB FACE
N tAM
BLOCKWALL
PL
PROPERTY LINE
MOC
MIDDLE OF CURVE
TOS
TOP OF SEWER
0 0 0 0
ACCESIBLE PATH OF
RRS
RAILROAD SWITCH
EC
END CURVE
BOS
BOTTOM OF SEWER
TRAVEL
DIRECTION OF FLOW
SMH
SEWER MANHOLE
BVC
BEGIN VERTICAL CURVE
TOW
TOP OF WATER
BW
BACK OF WALK
TG
TOP OF GRATE
MVC
MIDDLE VERTICAL CURVE
BOW
BOTTOM OF WATER
CB
CATCH BASIN
T
TRASH ENCLOSURE
EVC
END VERTICAL CURVE
NIC
NOT IN CONTRACT
ChLkFc
CHAIN LINK FENCE
INV
INVERT
TW
TOP OF WALL
DI
DROP INLET
TC
TOP OF CURB
TF
TOP OF FOOTING
KCT CONSULTANTS, INC.
Civil Engineers - Surveyors - Planners
P.O. Box 5705 Riverside, CA 92517-5705
4344 Latham St., Suite 200. Riverside, CA 92501
Phone: 951-341-8940 Fax: 951-341-8945
e-mail: kctinc@kctconsultants.com
Prepar d Under The Sup . ion Of
Date IV' 0,49/0
TERESITO N. TABIOLO R.C.E. 38826 EXP. 03-31-07 w o
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
ND
TITLE
SHEET
SCALE:
N/A
DATE:
DESIGNED BY
RC
D REVI
NUMBER 03-030
04/12/06
.,NECKED BY:
APPRO BY:
DWG. NO.:
1
qa TT
1.
4066
4
IT E INE
R.C.E. 51152 DATE