HomeMy WebLinkAbout5522-1STREET IMPROVBAENT GENERAL 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:
PROFICIENCY CAPITAL LLC
5020 CAMPUS DRIVE
NEWPORT BEACH, CA 92660
PHONE: (949) 296-7006
SOILS ENGINEER:
NORCAL ENGINEERING
SOILS & GEOTECHNICAL CONSULTANTS
10641 HUMBOLT STREET
LOS ALAMITOS, CA 92660
PHONE: (562)799-9469 FAX: (562)799-9459
STREET IMPROVEMENT PLAN
BANANA COMMERCE CENTER
11209 BANANA AVENUE
PARCEL MAP NO. 19760
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
0
0
1Y
PL
SHE T 5
s 11+00 12+00 1 13+00 1 14+00 1 15+00 1 16+00 1
DURIAN A VE E
B
I
I�
20'
ROP. A.C. 10'
AVEMENT
CROP.
O 5' WALK
ROP.
gc&G - -
STA. 52+85.90IBANANA A
= STA. 10+00.00 DURIAN A
STA. 127+60.27
_ RTA dSW.da d'
- SHEE
A AVE i
" 3
-132+00 --1 1
JURUPA A VENUE
INDEX MAP
SCALE: 1 " = 150'
R/W CAER I�WT.
141' /
50' 91'
30'
40'
24' S'
GRIND & 2
'OVERLAY
JURUPA AVENUE
STA. 130+49.64 TO STA. 134+22.62
TYPICAL SECTION
TI=10.5 N.T.S.
R/WCA
T.
PL 13
7777 - - --t- -
62'
32' 30'
2 ROP. A.C. 10' 52'
L./PAVEMENT 5.
EfROP.
WALK�`�
1.8%- 2.4%_
OROP.------
&G
GRIND & 2
OVERLAY
121'
JURUPA AVENUE
STA. 128+39.20 TO STA. 129+89.09
TYPICAL SECTION
TI=10.5 N.T.S.
CERRI TOS, CA 90703 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
PHONE (562 677 0263
LEGEND
A.B.
AGGREGATE BASE
A.C.
-ASPHALT CONCRETE
B.C.R.
BEGINNING OF CURVE
BLDG
-BUILDING
B. 0. 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
CHINO, CA 91708
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
k
-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
11209 BANANA AVENUE
PARCEL MAP NO. 19760
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
0
0
1Y
PL
SHE T 5
s 11+00 12+00 1 13+00 1 14+00 1 15+00 1 16+00 1
DURIAN A VE E
B
I
I�
20'
ROP. A.C. 10'
AVEMENT
CROP.
O 5' WALK
ROP.
gc&G - -
STA. 52+85.90IBANANA A
= STA. 10+00.00 DURIAN A
STA. 127+60.27
_ RTA dSW.da d'
- SHEE
A AVE i
" 3
-132+00 --1 1
JURUPA A VENUE
INDEX MAP
SCALE: 1 " = 150'
R/W CAER I�WT.
141' /
50' 91'
30'
40'
24' S'
GRIND & 2
'OVERLAY
JURUPA AVENUE
STA. 130+49.64 TO STA. 134+22.62
TYPICAL SECTION
TI=10.5 N.T.S.
R/WCA
T.
PL 13
7777 - - --t- -
62'
32' 30'
2 ROP. A.C. 10' 52'
L./PAVEMENT 5.
EfROP.
WALK�`�
1.8%- 2.4%_
OROP.------
&G
GRIND & 2
OVERLAY
121'
JURUPA AVENUE
STA. 128+39.20 TO STA. 129+89.09
TYPICAL SECTION
TI=10.5 N.T.S.
CERRI TOS, CA 90703 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
PHONE (562 677 0263
TOLL FREE �■�-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
AVEMENT
ROP.
0 5' WALK
1
HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
R STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
TILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
0 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
HESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
ESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
HESE DRAWINGS.
ONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
OR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT,
CLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
PPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
HE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN
ERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
SAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
,CEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
JGINEER.
PAVEMENT LEGEND
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
/ -GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
EXIST.
R/W PL C/L
60'
30'
20 10'
8' 22'
30'
I GRIND & 2
OVERLAY
1.7%-3.21% -
DURIAN AVENUE
STA. 10+76.84 TO STA. 13+65.46
TYPICAL SECTION
TI=6.5 N.T.S.
R/W T R/W PL CA
7777 60'
30'
10' 20' 10'
8 22'
ROP. A.0
AVEMENT
R/W
30' - 7777
I 5
GRIND & 2
OVERLAY
7._ ----
DURIAN AVENUE
STA. 13+65.46 TO STA. 15+96.31
TYPICAL SECTION
TI=6.5 N.T.S.
R/W
BASIS OF BEARING&
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 "GISA" AS BEING
SOUTH 82'35'10.9410" EAST (BASIS OF BEARINGS) (GRID) AND REPRESENTED HEREON BY
THE CENTERLINE OF BANANA AVENUE AS BEING NORTH 00'20'03" EAST. (2010.0 EPOCH)
BENCH MARK:
CITY OF FONTANA BENCHMARK NO. "585"
FD. R.R. SPK. IN PP#320908 AT NORTHWEST CORNER OF SATNA ANA AVENUE & ALMOND
AVENUE (PER STREET IMPROVEMENT PLAN # 3487).
ELENA ZION = 969.8480 FEET
SITE B.M. - SET CHISELED X IN TOP CURB AT EASTERLY BCR. NORTHEAST CORNER JURUPA
AVENUE AND BANANA AVENUE.
ELEVATION = 321.07
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. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
�� PRS D ��Nql
* R.C.E. NO. 56155'
Lp Exp. 12-31-16 Q
qTF C 'V
1
OF C
VICINI TY MAP
N.T.S.
CONSTFUCT110N NOTES-
QUANTITY
ATTN: JOHN CHRISTIANSEN
T
19,587 SF
0
FONTANA UNITED SCHOOL DISTRICT
A
9680 CITRUS AVENUE
U
FONTANA, CA 92335
T
PHONE: (909) 357-5000 X 29455
T
ATTN: SHERRI WHITTEN
R
T
INLAND EMPIRE UTILITY AGENCY
C
(FOR SEWER)
F
6075 KIMBALL AVENUE
IN
CHINO, CA 91708
A
PHONE: (909) 993-1696
T
ATTN: LIZA MUNOZ
B
TOLL FREE �■�-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
AVEMENT
ROP.
0 5' WALK
1
HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
R STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
TILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
0 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
HESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
ESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
HESE DRAWINGS.
ONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
OR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT,
CLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
PPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
HE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN
ERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
SAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
,CEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
JGINEER.
PAVEMENT LEGEND
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
/ -GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
EXIST.
R/W PL C/L
60'
30'
20 10'
8' 22'
30'
I GRIND & 2
OVERLAY
1.7%-3.21% -
DURIAN AVENUE
STA. 10+76.84 TO STA. 13+65.46
TYPICAL SECTION
TI=6.5 N.T.S.
R/W T R/W PL CA
7777 60'
30'
10' 20' 10'
8 22'
ROP. A.0
AVEMENT
R/W
30' - 7777
I 5
GRIND & 2
OVERLAY
7._ ----
DURIAN AVENUE
STA. 13+65.46 TO STA. 15+96.31
TYPICAL SECTION
TI=6.5 N.T.S.
R/W
BASIS OF BEARING&
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 "GISA" AS BEING
SOUTH 82'35'10.9410" EAST (BASIS OF BEARINGS) (GRID) AND REPRESENTED HEREON BY
THE CENTERLINE OF BANANA AVENUE AS BEING NORTH 00'20'03" EAST. (2010.0 EPOCH)
BENCH MARK:
CITY OF FONTANA BENCHMARK NO. "585"
FD. R.R. SPK. IN PP#320908 AT NORTHWEST CORNER OF SATNA ANA AVENUE & ALMOND
AVENUE (PER STREET IMPROVEMENT PLAN # 3487).
ELENA ZION = 969.8480 FEET
SITE B.M. - SET CHISELED X IN TOP CURB AT EASTERLY BCR. NORTHEAST CORNER JURUPA
AVENUE AND BANANA AVENUE.
ELEVATION = 321.07
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. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
�� PRS D ��Nql
* R.C.E. NO. 56155'
Lp Exp. 12-31-16 Q
qTF C 'V
1
OF C
VICINI TY MAP
N.T.S.
CONSTFUCT110N NOTES-
QUANTITY
0
SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
19,587 SF
O2
GRIND AND OVERLAY EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 2.
10,428 SF
0
REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
LS
O
REMOVE EXISTING CURB AND GUTTER
175 LF
O5
REMOVE EXISTING SIDEWALK
1,500 SF
6O
EXISTING POWER POLE TO BE RELOCATED BY OTHERS.
6 EA
O7
REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
1 EA
O8
REMOVE EXISTING DRIVEWAY
5 EA
9O
REMOVE PORTION OF EXISTING CROSS GUTTER
50 SF
10
CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
10,615 SF
11
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
1,562 LF
12
CONSTRUCT 4" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
19,380 SF
FOR NEW PAVING IN JURUPA AVENUE.
13
CONSTRUCT 4" A.C. OVER 3" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
10,240 SF
FOR NEW PAVING IN BANANA AVENUE.
14
CONSTRUCT 4" A.C. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING
12,852 SF
IN DURIAN AVENUE.
15
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
3,104 SF
(MODIFIED AS PER DETAILS ON SHEET 2).
16
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003.
1 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 NEW FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
2 EA
20
PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 1 EA
21
PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 1 EA
22
CONSTRUCT PARTIAL SPANDREL & CROSS GUTTER PER FONTANA STD. 403 & DETAILS.
1,036 SF
23
EXISTING FIRE HYDRANT (PROTECT -IN-PLACE).
2 EA
24
PROTECT IN PLACE EXISTING POWER POLE
3 EA
25
PROPOSED NEW CATCH BASIN - SEE STORM DRAIN PLANS
4 EA
26
PROPOSED NEW STREET LIGHT - SEE STREET LIGHT PLANS
8 EA
CA R�W PL
30' _ I _ 30' _k0'
5' 17.17'
1.79772.9 -
BANANA AVENUE
STA. 46+47.13 TO STA. 52+15.16
TYPICAL SECTION
TI=9.0 N.T.S.
PROP. A.C.
PAVEMENT 13
PROP.
'5' WALK 10
PROP. 11
CC&G
%4EET
IDEX
I
TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES
2
TYPICAL
STREET
SECTIONS & DETAILS
3
JURUPA
AVENUE
FROM STA. 127+60.27 TO STA. 135+00.00
4
BANANA
AVENUE
FROM STA. 46+47.131 TO STA. 52+15.16
5
DURIAN
AVENUE
FROM STA. 10+00.00 STA. 16+61.78
6-8
STREET
DESIGN CROSS SECTIONS
Prepared Under The Supervision Of
Thlenes Engineering, Inc.
CI VL ENGINEERING • LAND SURVE"Y1NG
14349 FIRESTONE BOULEVARD DRAWN BY:
LA MIRADA, CALIFORNIA 90638
PH.(714)521-4811 FAX(714)511-417.1 DT
DESIGNED BY:
(� DT
1� Date : ��� ��"I� CHECKED Bl
-REINHARD STENZEL RCE NO. 56155 MR
DR 16-000014
CITY OF FONTANA, CALIFORNIA
M
STREET IMPROVEMENT PLAN
TITLE SHEET SCALE: f5
ASS M
CONSTRUCTION NOTES & QUANTITY ESTIMATES
BANANA AND JURUPA COMMERCE CENTER DATE: o M
11209 BANAN AVENUE FONTANA, CA.
co
UAQ-No 19760
_ ' A A
AP OVE / � � DATE: /6 � •%
5`2
CITY N 11 8 �o