HomeMy WebLinkAbout5708-1STREET IMPROVEMENT GENERAL NOTES
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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.
-BEGINNING OF CURVE
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY
REFERENCE TO
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO
THE CITY ENGINEER
FOR RESOLUTION.
DETAIL SHEET- TYPICAL SECTIONS & DETAILS
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
-BACK OF WALK
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.
-CONCRETE
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN
THE STATE OF
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY
TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC
CONTROL DEVICES AT
ALL TIMES.
STA. 277+50.00
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR
GREATER IN DEPTH
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
END OF CURVE
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF
CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT
PURPOSE.
10. 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.
11. 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.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION
TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING 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.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL
TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. 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.
22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE
RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24.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.
25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL
CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS
DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY
A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR
UPON COMPLETION OF PAVING.
34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS 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.
OWNER:
GNA
18201 VON KARMAN AVENUE, SUITE 1170
IRVINE, CA 92612
PHONE: (949) 407-0100
FAX: (949) 502-5505
SEE DETAIL SHEET 1
SOILS ENGINEER:
SOUTHERN CALIFORNIA GEOTECHNICAL
SOILS & GEOTECHNICAL CONSULTANTS
22885 SAVI RANCH PARKWAY SUITE E
YORBA LINDA, CA 92887
PHONE:(714)685-1115 FAX:(714)685-1118
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
"289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
STREET IMPROVEMENT PLAN
SOUTH WEST FONTANA LOGISTICS CENTER
�a
A.B.
A.C.
B.C.R.
BLDG
B.O.W.
B.W.
C. L. F.
CONC.
C. F.
C. B.
E.C.R.
EXIST.
E. P.
F. G.
F. F.
F. L.
F. S.
F. H.
G. B.
H. C.
H. P.
I NV.
M. H.
N. G.
I�_
PB
P. P.
R/W
R. D.
TRANS PAD
T. B.
S=
S. D.
S. L.
ST. LT.
T.G.
T. C.
TOP
TOE
WM
WV
S/W CORNER OF SANTA ANA AVE &CYPRESS AVE21
-AGGREGATE BASE
'
I
-ASPHALT CONCRETE
127,463
I
-BEGINNING OF CURVE
�)
-BUILDING
STA. 27+00.00 TO
STA. 18+00.00
-BOTTOM OF WALL
DETAIL SHEET- TYPICAL SECTIONS & DETAILS
Lr
r
-BACK OF WALK
STA. 18+00.00 TO
W
-CHAIN LINK FENCE
OLEANDER AVE FROM 10+86.62ECR AVE TO STA. 20+00.00
W
-CONCRETE
STA. 277+50.00 TO
T
-CURB FACE
OLEANDER AVE FROM STA. 20+00.00 TO STA. 28+00.00
covJ
CATC H BAS I N
STA. 270+00.00 TO
STA. 277+50.00
CENTERLINE
OLEANDER AVE FROM STA. 28+00.00 TO STA. 36+50.00
13
END OF CURVE
OLEANDER AVE STA.
11+00.00 TO STA. 25+50.00
-EXISTING
SANTA ANA AVE FROM OLEANDER TO STA. 31+00.00
14
-EDGE OF PAVEMENT
OLEANDER AVE STA.
26+00.00 TO STA. 36+50.00
FINISH GRADE
SANTA ANA AVE FROM STA. 31+00.00 TO CYPRESS AVENUE
15
-FINISH FLOOR
LAJ
8
-FLOW LINE
16
CROSS SECTIONS -
-FINISH SURFACE
Z
SIS OF BEARINGS'
-FIRE HYDRANT
CROSS SECTIONS -
t.
-GRADE BREAK
,
r
HANDICAP
Q
-HIGH POINT
14
W
INVERT
SF
MANHOLE
-NATURAL GRADE
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
CO
PROPERTY LINE
Q
(MODIFIED AS PER DETAILS ON SHEET 2).
-PULL BOX
16
POWER POLE
54
I
-RIGHT OF WAY
PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY).
2
-ROOF DRAIN
18
PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY).
TRANSFORMER PAD
EA
19
TOP OF BERM
2
EA
-SLOPE
PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER
COMPANY) 2
-STORM DRAIN
21
PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 2
-SIGHT LINE
22
PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS
-STREET LIGHT
EA
23
-TOP OF GRATE
N/A
24
-TOP OF CURB
N/A
25
-TOP OF SLOPE
I
EA
-TOE OF SLOPE
REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
11
WATER METER
RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
WATER VALVE
EA
28
SAN BERNARDINO COUNTY FLOOD CONTROL
825 E. THIRD STREET, ROOM 140
SAN BERNARDINO, CA 92415-0835
PHONE: (909) 387-8256
ATTN: TOM WILLIAMS
FONTANA WATER COMPANY
15966 ARROW ROUTE
FONTANA, CA 92355
PHONE: (909) 822-2201
ATTN: BRENDA FOWLER
SOUTHERN CALIFORNIA GAS COMPANY BA
TENTATIVE PARCEL MAP NO. 19711
FONTANA, CALIFORNIA
Ver.. L.VV . 7V.VV
Z IUALL: I = LOU
41
W
Q
W
1�
SHEET INDEX
'
1
REDLANDS, CA
127,463
I
TITLE SHEET - GENERAL NOTES, CONSTRUCTION NOTES, AND LEGEND
9
CYPRESS AVE FROM
STA. 27+00.00 TO
STA. 18+00.00
2
DETAIL SHEET- TYPICAL SECTIONS & DETAILS
10
CYPRESS AVE FROM
STA. 18+00.00 TO
JURUPA AVE
3
OLEANDER AVE FROM 10+86.62ECR AVE TO STA. 20+00.00
II
JURUPA AVE FROM
STA. 277+50.00 TO
STA. 288+00.00
4
OLEANDER AVE FROM STA. 20+00.00 TO STA. 28+00.00
12
JURUPA AVE FROM
STA. 270+00.00 TO
STA. 277+50.00
5
OLEANDER AVE FROM STA. 28+00.00 TO STA. 36+50.00
13
CROSS SECTIONS -
OLEANDER AVE STA.
11+00.00 TO STA. 25+50.00
6
SANTA ANA AVE FROM OLEANDER TO STA. 31+00.00
14
CROSS SECTIONS -
OLEANDER AVE STA.
26+00.00 TO STA. 36+50.00
7
SANTA ANA AVE FROM STA. 31+00.00 TO CYPRESS AVENUE
15
CROSS SECTIONS -
SANTA ANA AVE STA. 23+50.00 TO STA. 36+00.00
8
CYPRESS AVE FROM SANTA ANA AVE TO STA. 27+00.00
16
CROSS SECTIONS -
CYPRESS AVE STA.
10+50.00 TO STA. 25+00.00
SIS OF BEARINGS'
17
CROSS SECTIONS -
CYPRESS AVE STA.
25+50.00 TO STA. 36+50.00
1981 W. LUGONIA AVE.
'
1
REDLANDS, CA
127,463
PAVEAAENT LEGEND
2
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
N/A
PHONE: (909) 335-7965
COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83)
- REMOVE EXISTING
ATTN: ED SANTILLAN
BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
AC PAVEMENT
AT&T
"EWPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS. N 81'2926" W).
- CONSTRUCT NEW
1265 VAN BUREN ST. #180
ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS.
ASPHALT PAVEMENT
ANAHEIM, CA 92807
COORDINATES SHOWN ARE BASED ON NAD83, CCS83, ZONE 5, 2010.0 EPOCH,
-CONSTRUCT NEW
PHONE: (714) 666-5614
AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND
PCC SIDEWALK
ATTN: LEE QUEST
PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN
- GRIND AND OVERLAY
389
ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES,
SOUTHERN CALIFORNIA EDISON
MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.9999530827 DERIVED
- CONSTRUCT PCC
7951 REDWOOD AVENUE
LOCALLY AT THE FOUND 1" IRON PIPE (OPEN) ACCEPTED AS THE INTERSECTION OF
IMPROVEMENTS
FONTANA, CA 92336
JURUPA AVE. AND OLEANDER AVE., 34'02'53.7361 1 " NORTH, 1 17'2655.26062" WEST
'EWPP"
PHONE: (909) 549-5345
SF
CSRC CORS STATION
ATTN: JEFF HUDSON
THE MAPPING ANGLE AT 1 " IRON PIPE IS 0'1851.32506"
NORTH LATITUDE = 34'06'15.10
WEST LONGITUDE = 11731 '32.0585585 7"
12
CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) 72,623
CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
TIME WARNER
-
ZONE 5 NORTH AMER/CAN DATUM 1983 120100 EPOCH)
17777 CENTER COURT DR. 8TH FLOOR _/V 82926 W / NORTHING = 1,860,639.606 U.S. SURVEY FEET
CERRITOS, CA 90703
(BSS/S EAST/NG = 6 705, 286.971 U.S. SURVEY FEET
� � � -' - � _ � of
PHONE: (562) 677-0263 `� -' - 6EA/�GS) 6986 ELEVATION = 1192.248 U.S SURVEY FEET
ATTN: JOHN CHRISTIANSEN `� \ 585 (6gg63S7 COMBINED FACTOR = 0.9999336429
GA'0) CONVERGENCE ANGLE = 00'16'14"
FONTANA UNITED SCHOOL DISTRICT ---
9680 CITRUS AVENUE \ A
FONTANA, CA 92335
PHONE: (909) 357-5000 X 29455 CSRC CORS STATION "CORS"
ATTN: SHERRI WHITTEN NORTH LATITUDE = 34'0759.96493' A/
WEST LONGITUDE = 11745'14.60442"
INLAND EMPIRE UTILITY AGENCY
CALIFORNIA STATE PLANE COORDINATE SYSTEM SPCS, S Ile 2`s8"
FOR SEWER)
IZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) (_9
6075 KIMBALL AVENUE NORTH/NG = 1,870,992.226 U.S. SURVEY FEET
CHINO, C A 917 08 EAST/NG = 6, 636, 093.592 U.S. SURVEY FEET J \ \
ELEVATION = 1581.278 U.S SURVEY FEET ` \
PHONE: (909) 993-1696 COMBINED FACTOR = 0.9999095355 \
ATTN: LIZA MUNOZ CONVERGENCE ANGLE = 00'08'25"
GPS TIES �c BASIS Ur BEARINGS
N. TS.
TOLL FREE -q"mmw'- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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
REV. I REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
�i�
N 0°22'16" W
2734.82'
QROFESS/pNq
Qj
* R.C.E. NO. 56155 r
�Exp. 12-31-18
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U O d O N
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JURUPA AVENUE
CITY 0r
F O INTA 1\l
VICINITY MAP
N.T.S.
CONSTRUCTION NOTES=
QUANTITY
1
SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
127,463
SF
2
PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS
N/A
3O
REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
N/A
4
REMOVE EXISTING CURB AND GUTTER
113
LF
5
REMOVE EXISTING SIDEWALK
2,070
SF
6
REMOVE EXISTING AC BERM
682
LF
7O
UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE)
15
EA
OREMOVE
& RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER
389
SF
CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN)
9O
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
5,129
LF
10
CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN &
DETAILS) 33,670
SF
11
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN
1003. 3
EA
12
CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%) 72,623
SF
FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5)
13
CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED
TO 95%) 64,336
SF
FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0)
14
CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED
TO 95%) 82,711
SF
FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0)
15
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
8,684
SF
(MODIFIED AS PER DETAILS ON SHEET 2).
16
CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2.
54
EA
17
PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY).
2
EA
18
PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY).
2
EA
19
PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
2
EA
20
PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER
COMPANY) 2
EA
21
PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 2
EA
22
PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS
4
EA
23
PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS
N/A
24
REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS
N/A
25
REMOVE OR RELOCATE EXISTING CATCH BASIN - SEE STORM DRAIN PLANS
I
EA
26
REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
11
EA
RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
1
EA
28
ADJUST EXISTING MANHOLE TO GRADE
10
EA
127
29
REMOVE EXISTING STAND PIPE
2
EA
30
REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
1
EA
31
REMOVE EXISTING BLOCK WALL
450
LF
32
REMOVE EXISTING FENCE
5,390
LF
33
REMOVE EXISTING STRUCTURE
2
EA
34
REMOVE EXISTING STORM DRAIN STRUCTURE - SEE STORM DRAIN PLANS
I
EA
35
REMOVE EXISTING WATER FACILITIES BY OTHERS
I
EA
36
REMOVE EXISTING DRIVEWAY
I
EA
37
CONSTRUCT 6.5" MIN. A.C. OVER 8" A.B. OVER 12" OF NATIVE (COMPACTED
TO 95%) 6,873
SF
FOR NEW PAVEMENT IN JURUPA AVENUE
38
PROTECT IN PLACE EXISTING STREET LIGHT
I
EA
39
GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN.
57,423
SF
40
RELOCATE EXISTING COMM. PULL BOX.
1
EA
41
CONSTRUCT 6" CURB PER CITY OF FONTANA STD. PLAN 1000
400
LF
42
ADJUST TO GRADE EXISTING WATER VALVE
4
EA
43
REMOVE EXISTING TREES, LANDSCAPING AND UNDERGROUND EXISTING IRRIGATION SYSTEM
TO CONTINUE BEYOND THE LIMITS OF PROPOSED MEDIAN IMPROVEMENTS.
44
PROTECT IN PLACE EXISTING MANHOLE COVER
2
Ea
45
REMOVE EXISTING MEDIAN CURB
473
LF
46
CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD
TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
THE EXISTENCE
AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,
CONDUITS,
OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
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 ON
THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
THESE
DRAWINGS.
CONTRACTOR
AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY
FOR JOB
SITE CONDITIONS DURING 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 COUNTY
OF SAN
BERNARDINO, 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 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR THE
ENGINEER.
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CIVIL ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD DRAWN BY:
LA MIRADA, CALIFORNM 90638
PH.(714)521-4811 FAX(714)521-417J G.P.
G.P.
Date : `f'II(QI j CHECKED BY:
NHARD STENZEL RCE NO. 56155 M.R.
WD/D# 8-36C382506 DRP 15-017
!
CITY OF FONTANA, CALIFORNIAIs
STREET IMPROVEMENT PLAN
TITLE SHEET SCALE: sHOWN
GENERAL NOTES, CONSTRUCTION NOTES & LEGEND
SOUTH WEST FONTANA LOGISTICS CENTER DATE: i
S W CORNER OF SANTA ANA AND CYPRESS AVE N
1 oM
APP OVED DRAWING NO.:1 $o
y 2G • = g
CITY ENGINEER R.C.E. 51D152 5708 %_3 0