HomeMy WebLinkAbout1559-1GENERAL NOTES
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS
AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATE 1.975.
2 CONSTRUCTION PERMITS rER34NT
OBTAINED FROM THE CITY OF
FONTANA PUBLIC WORKS PRIOR TO 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
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
6 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.
7 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING
OF STREETS.
,8 EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE
FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY
WORK.
9 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.
LO ALL 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. '
11 REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
12 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.
.13 AS BUILT DRAWINGS SHALL BE PROVIDED'BY THE CONTRACTOR OR
THE CITY•_OF FONTANA.
14 TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS
WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL
CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS.
15 CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE -IS OR MAY BE A CONFLICT
SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE
CONFLICT TO THE OWNER'S REPRESENTATIVE.
16 STERILANT REQUIRED UNDER ALL A. C. PAVEMENT
17 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND
REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND
APPROVED.
UTILITY NOTIFICATIONS
WATER: SAN GABRIEL VALLEY WATER COMPANY
11142 GARVEY AVENUE
EL MONTE, CA 91734
(213) 448-6183
a
SVWER: CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
(714) 350-7640
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX 788
300 N. PEPPER STREET
RIALTO, CA 92376 -
MR. DAVE JONES
(714) 820-5191
GAS: SOUTHERN CALIFORNIA GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
MR. LOU WESTFALL
(714) 889-9711
SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSION DIVISION
2191 E. BIRCH STREET
BREA, CA 92621
(7 14) 529-2889
TELEPHONE: GENERAL TELEPHONE
9000 HELLMAN AVENUE
RANCHO CUCAMONGA, CA 91730
(714) 945-3562
PACIFIC BELL
3939 E. CORONADO STREET
ANAHEIM, CA 92807
(714) 999-5639
Construction contractor agrees that in accordance with generally accepted con—
struction practices, construction contractor will be required to assume sole and
complete responsibility for job site conditions during the course of construction California Council
of the project, including safety of all persons and property, that this require— of Civil Engineers
ment shall be made to apply continuously and not be limited to normal working g
hours, and construction contractor further agrees to defend, Indemnify and hold & Land Surveyors
design professional harmless from any and all liability, real or alleged, in con—
nection with the performance of work on this project, excepting liability arising
from the sole negligence of design professional.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE-
CAUTIONARY MEASURES TO PROTECT ANY UTILITY LiNES SHOWN AND ANY OTHER LiNES
NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
SOIL ENGINEER
RICHARD MILL & ASSOC.
9624 HERMOSA AVENUE
RANCHO CUCAMONGA, CA 97130
(714) 989-1751
STREET IMPROVEMENT PLANS
M
5/
TYPICAL LOCAL
STREET, SECTION
A DEVELOPMENT BY
CITATION BUILDERS
17731 IRVINE BLVD., SUITE 201
TUSTIN, CA 92680
TRACT 13325- 3
REVISIONS:
NO. I DESCRIPTION
iNUtx MAV
R #W Rhv
P6
TYPICAL CUL -DE. -SAC
STREET SECTION
DATE IENG.APJ APPROVED
EwZ
11
�r
A.C. BERM DETAIL
WE$
TYPICAL STREET -SECTION
VILLAGE PARKWAY
PREPARED BY:
DATE THOMAS E. BRAUN
DATE: to
SCALE:
in = 40,
DATE: MAY 1988
NOT
A
PART
I I_
IITRACT
I r ----
I 113325-4
1
---
7CA t/ON A IV Z2
WIP TH VARIES)
REGISTERED CIVIL ENGINEER NO. 41817
REGISTRA71ON EXPIRES 3/31/92
BENCH MARK:
CITY OF FONTANA BENCHMARK NO.
378, CIRCUIT NO. 67-5, 30d NAIL
IN P.P. (NO #) SW COR. BEECH
& FOOTHILL.
ELEV. 1267.84 DATE 9/671_
i
n
H/GHL/iND
�I[i�'NUE
ROU7�
30
2O
BAS6L/NE e
av�v� Q
5 OQ
S. r
0
CONSTRUCT 2" A.C. OVER 12" COMPACTED NATIVE SOIL
COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF
io�31 %8�
ANY APPARENT DISCREPANCIES IN ESTIMATES .
4O
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD.
CIVIL
750
OF CA�.1V
A-00T1711LL etvo.
PUBLIC WORKS DEPARTMENT
.
L. B.
DRAWN B'BY:
/0
AR.PO!✓ N/G/r�WgY
Q
Q
Q
4j Q
Q
A
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD.
i
560
TRACT N0. 13325-- 3
Q
• �p svRyarl�v CHECKED
• ��' ION
Ski t/ Q�eNrSGPo/.t b RVENVE
W
v
CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL 101
TITLE SH�E'T'
e
Z h
U
e
�!
8O
CONSTRUCT STD. CROSS GUTTER PER CITY OF FONTANA STD.
31
7170
APPROVED:559
:
DETAIL 104
VICINITY MAP
N.T.S.
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES"
U
CONSTRUCT 4-1/2" A.C. OVER 12" COMPACTED NATIVE SOIL
?.6,400
5-F,
2O
CONSTRUCT 3" A.C. OVER 12" COMPACTED NATIVE SOIL
l
5 OQ
S. r
0
CONSTRUCT 2" A.C. OVER 12" COMPACTED NATIVE SOIL
COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF
io�31 %8�
ANY APPARENT DISCREPANCIES IN ESTIMATES .
4O
CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD.
CIVIL
750
OF CA�.1V
DETAIL 101
PUBLIC WORKS DEPARTMENT
.
L. B.
DRAWN B'BY:
O
CONSTRUCT 6" CURB PER CITY OF FONTANA STD. DETAIL 101
THE
• pM
. C .f DESIGNED 8Y:
�JVQ�NIC�Rl1V17
6O
A
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD.
i
560
TRACT N0. 13325-- 3
DETAIL 101
• �p svRyarl�v CHECKED
• ��' ION
of SHEETS
7O
CONSTRUCT 8" CURB PER CITY OF FONTANA STD. DETAIL 101
TITLE SH�E'T'
164
200 aak r str"t, lasts V� CA s,9828(y14)640-0800 W.O.
8O
CONSTRUCT STD. CROSS GUTTER PER CITY OF FONTANA STD.
31
7170
APPROVED:559
:
DETAIL 104
ct rr�` ENGINEER R,C.E. 4�j'�4
9O
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD,
DET?`IL 104A
10
CONSTRUCT 411 THICK CONCRETE SIDEWALK -
4$)
600
S,F,
11
CONSTRUCT 3' RIBBON GUTTER PER DETAIL SHT. 1
12
CONSTRUCT BARRICADE PER CITY OF FONTANA STD. DETAIL 118_
13
CONSTRUCT LOCAL DEPRESSION PER DETAIL
14
INSTALL 2" X 6" REDWOOD HEADER
S Q 0
L F
15
SAWCUT AND REMOVE 1 FT. OF EXISTING PAVEMENT
70 L.F
16
JOIN EXISTING PAVEMENT (FEATHER TO MATCH)
Cvg
bf
17
REMOVE EXISTING BARRICADE
Z 8
f
18
REMOVE EXISTING 2" X 6" REDWOOD HEAOFP
-..
1q
CON5TRUC7(QBE,0/1,PteDETAIL TNIS, SHEET.
85
L. F
V "II2ryP)
II 3' RIBBON GUTTER.
N.L S.
_Q
TYPICAL STREET SECTION
AT TURNOUT
VILLAGE 'PARKWAY
Ri.,
U
TYPICAL STREET SECTION
- ofESS/
BEECH AVENUE
� E. �� ,C�
NOTE
,
QUANTITIES SHOWN -ARE FOR PERMIT. PURPOSES ONLY. CONTRACTOR SHALL
w No. 41217 M
BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A ;
rn
COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF
io�31 %8�
ANY APPARENT DISCREPANCIES IN ESTIMATES .
CIVIL
CITY OF FCALIFORNIA
OF CA�.1V
PUBLIC WORKS DEPARTMENT
.
L. B.
DRAWN B'BY:
J
STREET IMPROVEMENT PLANS
DATE: ��-Iy 9S
THE
• pM
. C .f DESIGNED 8Y:
�JVQ�NIC�Rl1V17
EIT:�T
R
TRACT N0. 13325-- 3
COMPANIES
• �p svRyarl�v CHECKED
• ��' ION
of SHEETS
,VMVJrivr _ C. C. Y. P.
TITLE SH�E'T'
`..
200 aak r str"t, lasts V� CA s,9828(y14)640-0800 W.O.
/�4 L.•'M.�
Fi LE _ NO.
APPROVED:559
:
ct rr�` ENGINEER R,C.E. 4�j'�4