HomeMy WebLinkAbout2281A-1GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF
FONTANA PUBLIC WORKS DEPARTEMENT STANDARD SPECIFICATIONS DATED 1975,
AND ANY REVISION THEREAFTER. AUL Woar S} -(A I -L BE To STAT E STAN�pARDs.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE
NOTED.
4. CURVE DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FlNISH TO ALL
ADJOINING CURBS AND SIDEWALKS.
6. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR
STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL
ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL
UPON COMPLETION OF ROUGH GRADING.
7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION
OF ROUGH GRADING.
8. 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 GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.
9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS.
10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES.
11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES,
WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR
NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND
INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL
BE THE CONTRACTOR'S RESPONSBILITY TO N011FY ALL OF THE AGENCIES CONCERNED
BEFORE CONSTRUCTION BEGINS.
12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW
FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING
CONTRACTOR AFTER COMPLETION OF PAVING.
13. Al"' VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY
WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129.
15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND
OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE,
ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING; LANDSCAPING IRRIGATION,
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL
SYSTEMS, ETC.
16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA.
17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED
AT THE TIME OF CONSTRUCTION AND %!ALL CONFORM WITH THE CITY OF FONTANA
STANDARD DETAILS.
18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS,
AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID
CnMFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE.
19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN
r'LACED, INSPECTED AND APPROVED.
21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND
THEIN FACILITIES.
22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER.
23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC
WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT.
25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE
CITY ENGINEER.
26. CONTRACTOR SHALL NOT OPERATE ANY MAIN UNE '.PATER VALVE.
27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED
IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY.
1
28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER
AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN
INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS
AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA.
PAVING NOTES
AC'TUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED
BY THE SOILS ENGINEER R. VALUES, EQUIVALENTS AND STRUCTURAL SECTION OF STREETS
SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF
ROUGH GRADING.
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 GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS.
PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF
THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING.
CONSTRUCT "A.C. OVER" A.B. PAVING.
I
I
60'
cam' G=J
SECTION AT STATION 0+00
13.00'
..............................................<........................
1310
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........... ...
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PGS
E
EX PVMT
'....................
y•
_...._...:............ ..... .:..... ... _.. .
QSawcut
and remove existing pavement
NEw_S/w
0
Construct drainage inlet per CALTRANS Std. D72 2
EA
0
Construct 24" RCP to new drainage inlets
O
Q
Construct sidewalk drain per City Std. 124A 2
_ _
........................ ........................
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1306
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n
1306
12
........................................................................
..................5�1.U6
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Install I I 9 500 lu.st r tet light,ht 25 �hl
Edison Co.
h, Per
2 EA
14
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................. ..... _..........................
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SECTION AT STATION 1+00
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CALTRAKS GENERAL NOT -F -S :
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PLIINs •
......
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13.00' £................ .................................................................
FOOTHILL BL VV
STREET TYPICAL SEC11ON
of way is for EBTIMATINO purposes ONLY. The actual �J
section WILL SE designed by a soil En ineer after
native soil testing has been completed. A traffic
index (TI) of 10.0 shall be used in the design of
the travelled way, and a TI of 4.0 shall be ,
for the shoulder design. The laboratory reports TC 425 .
and the design calculations $BALL SS BUSMITTSD to F( 5,58 ,• O • '
the State's representative for APPROVAL PRIOR TO
CONSTRUCTION of the structural section. n '
s. ALL State drainage structures HOST first as II II .,• ,
COMPLSTSLY CLEANBD of debris and/or silt by the II iI 3 •_
contractor PRIOR to making the connection. II 11 S R •, '
f. The contractor BNALL Ss RESPONSISLS for ensuring
that any state drainage facility which is connected K r
to or directly affected by the contractors
operation •ANLL 118 clean and operational PRIOR TO
iINAL ACCEPTANCE of the permit work by the State. ■ s i■e ii�■ _
Adequate clean -outs and access openings 5UAL L as
PROVIDED in any construction within the State's 10 116
right of way for future maintenance and repair work I an needed. This work shall be furnished at NO COST •,�" ,
TO the STATS.--
iI
g. Where SURVEY NoNuNIUTs exist, such monuments EXALL
EE PROTBOTSP or shall be RSA7RSNCBD and ASSET
pursuant to ausines■ and Professions Cade, sections
8700 to •805 (Land Surveyor's Act).
h. The pavemont MUST EE saw -cut 21 minimum from the
edge of pavement. The saw -outs MUST SE
perpendicular or parallel to the State highway
centerline. - S
L. ALL signing, striping and pavement markings BULL
BE in conformance with the current edition of the
TRAYrIC MANUAL, published by tho State of
California, Department of Transportation, and the
BPEOIAL PROVISION•. All pavement markings BULL AAE
thermoplastic unless otherwise noted on the plans.
j. The exact location of ALL SIGNS -shall be determined 0+00.00 FOOTHILL
in the field by the Status representative.=Ot00.00 OLEANDER
k. ALL conflicting striping and pavement markings NOT
•NORM On the plans EXALL BS RSNOVSD from the
pavement by sandblasting by the contractor.
1. ALL conflicting signs #XkLL BE either removed or
relocated by the contractor. Relocatable signs
SMALL ss installed as specified on the plans or as
determined in the field by the status representative.
s. The curb and gutter in the Stat• right of way MUST
sE placed over a minimus of 4" Class 2 aggregate
base compacted to asst relative compaction as per
)0' California Test No. 214.
OLEANDER A VENUE
(SEE SHEET 2)
�peROLTF yql
P
BENCHMARK
CITY OF FONTANA B.M.
>
.. . ....................... . ................
............... . ......
..............
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2p
S<3�
rel- CAVI`
# 221589E NW corner
......................._.............................................................................
Oleander Avenue &
EX PVMT
'....................
....... ........... ._................:.
_...._...:............ ..... .:..... ... _.. .
QSawcut
and remove existing pavement
NEw_S/w
0
Construct drainage inlet per CALTRANS Std. D72 2
EA
0
Construct 24" RCP to new drainage inlets
60 LF
Q
Construct sidewalk drain per City Std. 124A 2
_ _
1302 CL
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existing 241' CMP
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1302 CL
aNta+,m
I i
Construct 6i2" A.C. Over ro-" B., Class 1T, extend A.B. under. C/G.
1400 SF
12
Install 22,000 lu. street light, 30' high, per Edison Co.
I EA
13
Install I I 9 500 lu.st r tet light,ht 25 �hl
Edison Co.
h, Per
2 EA
14
.....................:...............................................f ....................<.... :.......
Plant tree in well .with two bubblers ea., handicapped approved
walk grates. Purple Lagerstroernio ( crape myrtle).
F-.........
s................................_............_�-........................ .............
HORIZONTAL SCALE: 1"
20'
NE I�
VERTICAL
"
SCALE. 1 = 4
..........................................
SECTION AT STATION 1+00
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CALTRAKS GENERAL NOT -F -S :
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ALL OIEMtRAL Mors
STATSNENTB CUSOXBD ESLOW /BALL EE BROWN ON TUB
PLIINs •
O s
C)
An ENCROACNMENT PERMIT IS REQUIRED before any work
y
0
+
may begin in or near the state right of way,
`" I
b. ALL MORA within the state right of way SXALL
COMPORM to the latest •TATS'BTANDARD ?LANs i
BPscirschiiONs or as directed by the status
O
o
M
01D
representative (standards other than state must be
n
WATER
00
pre -approved and justified).
�.r
N
M cs,
M
METER
o
0
Go. NO EQUIPMENT or MATERIALS may be stored on the
p
1
TO BE RELOCATED
BY OTIA S
N
M
State right of way.
d. The STRUCTURAL BECTION shown within the state right
I
ON S/W APN 190-
081- 04
±
u
FOOTHILL BL VV
STREET TYPICAL SEC11ON
of way is for EBTIMATINO purposes ONLY. The actual �J
section WILL SE designed by a soil En ineer after
native soil testing has been completed. A traffic
index (TI) of 10.0 shall be used in the design of
the travelled way, and a TI of 4.0 shall be ,
for the shoulder design. The laboratory reports TC 425 .
and the design calculations $BALL SS BUSMITTSD to F( 5,58 ,• O • '
the State's representative for APPROVAL PRIOR TO
CONSTRUCTION of the structural section. n '
s. ALL State drainage structures HOST first as II II .,• ,
COMPLSTSLY CLEANBD of debris and/or silt by the II iI 3 •_
contractor PRIOR to making the connection. II 11 S R •, '
f. The contractor BNALL Ss RESPONSISLS for ensuring
that any state drainage facility which is connected K r
to or directly affected by the contractors
operation •ANLL 118 clean and operational PRIOR TO
iINAL ACCEPTANCE of the permit work by the State. ■ s i■e ii�■ _
Adequate clean -outs and access openings 5UAL L as
PROVIDED in any construction within the State's 10 116
right of way for future maintenance and repair work I an needed. This work shall be furnished at NO COST •,�" ,
TO the STATS.--
iI
g. Where SURVEY NoNuNIUTs exist, such monuments EXALL
EE PROTBOTSP or shall be RSA7RSNCBD and ASSET
pursuant to ausines■ and Professions Cade, sections
8700 to •805 (Land Surveyor's Act).
h. The pavemont MUST EE saw -cut 21 minimum from the
edge of pavement. The saw -outs MUST SE
perpendicular or parallel to the State highway
centerline. - S
L. ALL signing, striping and pavement markings BULL
BE in conformance with the current edition of the
TRAYrIC MANUAL, published by tho State of
California, Department of Transportation, and the
BPEOIAL PROVISION•. All pavement markings BULL AAE
thermoplastic unless otherwise noted on the plans.
j. The exact location of ALL SIGNS -shall be determined 0+00.00 FOOTHILL
in the field by the Status representative.=Ot00.00 OLEANDER
k. ALL conflicting striping and pavement markings NOT
•NORM On the plans EXALL BS RSNOVSD from the
pavement by sandblasting by the contractor.
1. ALL conflicting signs #XkLL BE either removed or
relocated by the contractor. Relocatable signs
SMALL ss installed as specified on the plans or as
determined in the field by the status representative.
s. The curb and gutter in the Stat• right of way MUST
sE placed over a minimus of 4" Class 2 aggregate
base compacted to asst relative compaction as per
)0' California Test No. 214.
OLEANDER A VENUE
(SEE SHEET 2)
�peROLTF yql
P
BENCHMARK
CITY OF FONTANA B.M.
>
No. 384 Circuit
a z 2
No. 67-5 Reset 4/75
N0. 29954 G
ELEVATION= 1304.51
6/30/95
PK nail in P.P.
rel- CAVI`
# 221589E NW corner
�
Oleander Avenue &
5
0
Foothi;l Boulevard
25
5
60'
o �
�a
S=1.5% ------ PG�,:O
3
a
5
a
(z), PG FVr_
SECTION AT STATION 0+25
SECTION AT STATION 0+75
I
13.00'
(31
60.00'
CONSTRUCTION NOTES a QUANTITY ESTIMATE
0
Construct 8" curb & gutter per City Std. 101
403 LF
0
Construct ramped curb return per City Std, 104A I
EA 650 SF
Q
, Construct cone. sidewalk 4" thick per City Std. 105A
,
1907 SF
.
(" wide on Oleander Ave. 12' on Foothill Blvd.)
'
4
Construct driveway a
approach per City Std. !02 C, 1Ar'= 25
l EA 212 SF
5
0
A. C. feather overlay IBe min. to street
t tet
y CL
10500 SF
QSawcut
and remove existing pavement
.•400 LF
0
Construct drainage inlet per CALTRANS Std. D72 2
EA
0
Construct 24" RCP to new drainage inlets
60 LF
Q
Construct sidewalk drain per City Std. 124A 2
EA
Remove exist. curb, catch basin. Connect new 241' RCP to
existing 241' CMP
with concrete joint, RCP designed) 'D' Joading.
I i
Construct 6i2" A.C. Over ro-" B., Class 1T, extend A.B. under. C/G.
1400 SF
12
Install 22,000 lu. street light, 30' high, per Edison Co.
I EA
13
Install I I 9 500 lu.st r tet light,ht 25 �hl
Edison Co.
h, Per
2 EA
14
Construct tree well 20' apart on Foothill Blvd. per CALTRANS 3 'EA
Plant tree in well .with two bubblers ea., handicapped approved
walk grates. Purple Lagerstroernio ( crape myrtle).
Eem
SECTION AT STAT" 1+25
60.00'
1
SECTION AT STATION 1+50
R/W
� I
A. C. Dike to I I I
I
l join exist. curb I I
Exist. curb to remain
-�nssssss
==�.a■L s=As Z ■a_=�=sc� s■88.88■sets =s=____�■■♦�_ Exist. Sewer Sewer Main
� o
N 89°44' 38"E
ILL
WALTER W HU
11655 Countryside Drive, Fontana, CA 92337
Phone /Fax (909)-685-5762
*/29lf5
DATE Oft Arlt REVISION BY QTYAPPR WALTER W. HU, RCE 29954 EXP. 6/30/95 DATE
IMPORTANT NOTICE-:
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VAUD.
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT- PLAN
DRAWN BY:.I SCALE:
P 16 304 FOOTHILL BLVD . 1. so
M =2�f
DES NED BY: DATE.
H U D. R. 94-20 (50 -SCD5) APRIL 1995
CHECKED BY: APPROVED:.•.° lj. _ J'.s� 9�' DWG. No.1
C r 0 CITY ENG. - ROBERT W. WEDDLE. R.C.E.25126. EXE. 12/31/97 2281--A 3