HomeMy WebLinkAbout5707-1STREET IMPROVEMENT COAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS
SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. 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.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
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 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.
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.
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
S/E CORNEROFSANTAANAAV &CYPR AVE
FONTANA, CALIFORNIA
UTILITY CONTACTS
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
1981 W. LUGONIA AVE.
REDLANDS, CA
PHONE: (909) 335-7965
ATTN: ED SANTILLAN
AT&T
1265 VAN BUREN ST. #180
ANAHEIM, CA 92807
PHONE: (714) 666-5614
ATTN: LEE QUEST
SOUTHERN CALIFORNIA EDISON
7951 REDWOOD AVENUE
FONTANA, CA 92336
PHONE: (909) 549-5345
ATTN: JEFF HUDSON
TIME WARNER
17777 CENTER COURT DR. 8TH FLOOR
CERRITOS, CA 90703
PHONE: (562) 677-0263
ATTN: JOHN CHRISTIANSEN
FONTANA UNITED SCHOOL DISTRICT
9680 CITRUS AVENUE
FONTANA, CA 92335
PHONE: (909) 357-5000 X 29455
ATTN: SHERRI WHITTEN
INLAND EMPIRE UTILITY AGENCY
(FOR SEWER)
6075 KIMBALL AVENUE
CHINO, CA 91708
PHONE: (909) 993-1696
ATTN: LIZA MUNOZ
TOLL FREE -qqmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
j
W
Q
0
0
M
0
0
M
I
STA 36+39.51 SANTA ANA AVE.
=STA. 37+26.64 CYPRESS AVE.
- -SHEET
38+00 40+00 42+00
STA 49+60.47 SANTA ANA AVE.
=STA.37+18.63 JUNIPER AVE.'
-SHEET 5
-A E� -
44+00 46+00 48+00
I I iI
I I
ll
CD
INDEX MAP
SHEET AVDEX
LEGEND
A.B.
AGGREGATE BASE
A.C.
--ASPHALT CONCRETE
B.C.R.
BEGINNING OF CURVE
BLDG
BUILDING
B.O.W.
-BOTTOM OF WALL
B.W.
-BACK OF WALK
C.L.F.
-CHAIN LINK FENCE
CONC.
-CONCRETE
C. F.
CURB FACE
C. B.
-CATCH BASIN
q
-CENTERLINE
E.C.R.
-END OF CURVE
EXIST.
-EXISTING
E. P.
-EDGE OF PAVEMENT
F. G.
-FINISH GRADE
F. F.
-FINISH FLOOR
F. L.
-FLOW LINE
F. S.
-FINISH SURFACE
F. H.
-FIRE HYDRANT
G. B.
-GRADE BREAK
H. C.
-HANDICAP
H. P.
-HIGH POINT
INV.
---INVERT
M. H.
-MANHOLE
N. G.
--NATURAL GRADE
Fl?_
PROPERTY LINE
PB
PULL BOX
P. P.
POWER POLE
R/W
-RIGHT OF WAY
R. D.
-ROOF DRAIN
TRANS PAD
-TRANSFORMER PAD
T. B.
TOP OF BERM
S =
-SLOPE
S. D.
-STORM DRAIN
S. L.
-SIGHT LINE
ST. LT.
-STREET LIGHT
T.G.
TOP OF GRATE
T.C.
-TOP OF CURB
TOP
-TOP OF SLOPE
TOE
-TOE OF SLOPE
WM
-WATER METER
WV
-WATER VALVE
UTILITY CONTACTS
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
1981 W. LUGONIA AVE.
REDLANDS, CA
PHONE: (909) 335-7965
ATTN: ED SANTILLAN
AT&T
1265 VAN BUREN ST. #180
ANAHEIM, CA 92807
PHONE: (714) 666-5614
ATTN: LEE QUEST
SOUTHERN CALIFORNIA EDISON
7951 REDWOOD AVENUE
FONTANA, CA 92336
PHONE: (909) 549-5345
ATTN: JEFF HUDSON
TIME WARNER
17777 CENTER COURT DR. 8TH FLOOR
CERRITOS, CA 90703
PHONE: (562) 677-0263
ATTN: JOHN CHRISTIANSEN
FONTANA UNITED SCHOOL DISTRICT
9680 CITRUS AVENUE
FONTANA, CA 92335
PHONE: (909) 357-5000 X 29455
ATTN: SHERRI WHITTEN
INLAND EMPIRE UTILITY AGENCY
(FOR SEWER)
6075 KIMBALL AVENUE
CHINO, CA 91708
PHONE: (909) 993-1696
ATTN: LIZA MUNOZ
TOLL FREE -qqmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
j
W
Q
0
0
M
0
0
M
I
STA 36+39.51 SANTA ANA AVE.
=STA. 37+26.64 CYPRESS AVE.
- -SHEET
38+00 40+00 42+00
STA 49+60.47 SANTA ANA AVE.
=STA.37+18.63 JUNIPER AVE.'
-SHEET 5
-A E� -
44+00 46+00 48+00
I I iI
I I
ll
CD
INDEX MAP
SHEET AVDEX
z
I
TITLE SHEET - GENERAL NOTES, CONSTRUCTION
NOTES, AND LEGEND
2
TYPICAL STREET SECTIONS
SANTA ANA
3
CYPRESS AVE- FROM STA. 30+00.00 TO SANTA
ANA AVE
4
SANTA ANA AV -E FROM CYPRESS AVE TO STA.
43+00.00
5
SANTA ANA AVE- FROM STA. 33+00.00 TO JUNIPER AVE
6
JUNIPER AVE- FROM STA. 30+00.00 TO SANTA
ANA AVE
7
CYPRESS AVENUE- CROSS SECTIONS
N
8
SANTA ANA AVE- CROSS SECTIONS
U
9
JUNIPER AVE- CROSS SECTIONS
EA
PAVEMENT LEGEND
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
MATE 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.
BASIS OF BEARINGS:
W
Q
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83)
BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
"EWPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS. N 81'29'26" W).
ALL BEARINGS SHOWN HEREON ARE GRID BEARINGS.
COORDINATES SHOWN ARE BASED ON NAD83, CCS83, ZONE 5, 2010.0 EPOCH,
AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND
PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN
ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES,
MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.9999530827 DERIVED
LOCALLY AT THE FOUND 1" IRON PIPE (OPEN) ACCEPTED AS THE INTERSECTION OF
JURUPA AVE. AND OLEANDER AVE., 34-02'53.7J611- NORTH, 1 17'2655.26062" WEST.
THE MAPPING ANGLE AT 1" IRON PIPE IS 0.18'51.32506"
SAN BERNARDINO FRWY
w
w
>
z
w
�
Q
SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
zLJ
w
W
Z
w
a
SANTA ANA
a
3O
AVE.
<
4O
REMOVE EXISTING CURB AND GUTTER
Q
Qw
LF
w
i
1,541
a_
U
N
LD
U
U
RELOCATE EXISTING POWER POLE BY SCE - FOR REFERENCE
a_
EA
v)
REMOVE EXISTING RESIDENTIAL DRIVEWAY
JURUPA AVENUE
SF
9O
cj-rY Jr
2,475
LF
F 01\1T \ 1\1 -/\
CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
VICINITY MAP
N.T.S.
CONSTRUCTION NOTES=
QUANTITY
0
SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
39,382
SD
2O
PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS
N/A
3O
REMOVE/RELOCATE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
N/A
4O
REMOVE EXISTING CURB AND GUTTER
435
LF
5O
REMOVE EXISTING SIDEWALK
1,541
SF
6O
REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
4
EA
0
RELOCATE EXISTING POWER POLE BY SCE - FOR REFERENCE
5
EA
8O
REMOVE EXISTING RESIDENTIAL DRIVEWAY
2,484
SF
9O
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
2,475
LF
10
CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
14,569
SF
11
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003.
2
EA
12
CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
11,269
SF
FOR NEW PAVING IN JUNIPER AVENUE (T.I.=6.5)
13
CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
46,797
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%)
17,669
SF
FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0)
15
REMOVE EXISTING MAILBOX
5
EA
16
REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
6
EA
17
AJUST TO GRADE EXISTING SEWER MANHOLE
6
EA
18
ADJUST TO GRADE EXISTING STORM DRAIN MANHOLE
3
EA
19
ADJUST TO GRADE EXISTING WATER VALVE
9
EA
20
RELOCATE EXISTING FIRE HYDRANT (BY FONTANA WATER COMPANY)
1
EA
21
REMOVE AND CAP EXISTING SEWER CLEAN OUT
2
EA
22
REMOVE EXISTING GAS METER
1
EA
23
PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS
N/A
24
REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS
1
EA
25
REMOVE EXISTING STAND PIPE
7
EA
26
REMOVE EXISTING FENCE
2,263
LF
27
CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. PLAN 1007
150
LF
O28
CONSTRUCT SIDEWALK AROUND OBSTRUCTION PER FONTANA STD. PLAN 1006, AND
N/A
/
DETAIL ON SHEET 2
29
CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD
N/A
TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS
30
GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN.
19,326
SF
CSRC CORS STATION 7 -WPP"
NORTH LATITUDE = 34.06'15. 10133"
WEST LONGITUDE = 117'31 '32.05857"
CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH)
\ N 8129 26 wNORTHING = 1, 860, 639.606 U.S. SURVEY FEET
BAS/S FASTING = 6 705, 286.971 U. S SURVEY FEET
OF BEgP�NGs> 6986585 ELEVATION = 1192.248 U.S SURVEY FEET
COMBINED FACTOR = 0.9999336429
6 3 57 GRjO� CONVERGENCE ANGLE = 00' 16 14
\ G'
s
CSRC CORS STATION "CORS",� � 1 \ \ \ \ F >>
NORTH LATITUDE = 34'07'59.9649J 4, \ ��9
WEST LONGITUDE = 117.45'14.60442"
CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS),
ZONE 5, NORTH AMERICAN DATUM 1983, (2010.0 EPOCH) (_9�s039'SO� \ \ c
NORTHING = 1, 870, 992.226 U.S. SURVEY FEET
FASTING = 6, 636, 093.592 U.S. SURVEY FEET
ELEVATION = 1581.278 US SURVEY FEET
COMBINED FACTOR = 0.9999095355 \
CONVERGENCE ANGLE = 00'08'25" `
GPS TIES & BASIS OF BEARINGS
N. T.S.
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
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
�o QROFESS/0481
D SrF�yc
* R.C.E. NO. 56155 r -
S Exp. 12-31-18 Q
9�F O
/V
OF C
Prepared Under The Supervision Of
Tfiienes Engineering, Inc.
CIVIL ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD DRAWN BY:
LA MIR4DA, CALIFORNIA 90638
PH.(714)521-4811 F"(714)521 -417J G.P.
_ M.S.R.
Date :414b CHECKED BY:
EINHARD STENZEL RCE NO. 56155
R.S.
ffm
N 022'16" W
2734.82'
DRP 15--017
CITY OF FONTANA, CALIFORNIA v_
STREET IMPROVEMENT PLAN
TITLE SHEET SCALE:
GENERAL NOTES, CONSTRUCTION NOTES & LEGENDS AS SHOWN
SOUTH WEST FONTANA LOGISTICS CENTER DATE:
S ER OF SANTA A & CYPRESS AVE (PARK SITE)
APPR ED2� DRAWING NO.: 1
cid DATE.�
CITY ENGIN R.C.E. 51152 .5707
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