HomeMy WebLinkAbout4615-1CURVE DATA:
CONSTRUCTION NOTES
DELTA
RADIUS
LENGTH
TANGENT
C1
6625'19"
20.00'
23.19'
13.09'
C2
53'07'48"
20.00'
18.55'
10.00'
C3
13' 17'30"
1 20.00'
4.64'
1 2.33'
8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH)
AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE.
9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING.
10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION
AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION.
l;�bJl UI -1 f I1151At1 lYrt n -t (YttLow) �o �o u r- , M �a 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLOURESCENT REFLECTIVE SHEETING YELLOW -GREEN.
,,, OBJECT MARKER PER `�s00
� SEE DETAIL HEREON �+ ao
-- - S.B.CO. STD. No. 306 ��`��y ^ � pp11�p�
ee• i , s , 41 , 3 ,
8 SEE DETAIL ; ++
HEREONPROPOSED RjW ' x `
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CL REDWOOD AVENUE
"-
CONSTRUCTION NOTES
QUANTITIES
L� `k
(D—
SAWCUT EXISTING A.C. PAVEMENT AS INDICATED IN TYPICAL SECTION.
165 LF
Z
2O -REMOVE
EXISTING A.C. PAVEMENT AND DISPOSE OF SAME PER S.B.CO. RECOMMENDATIONS
248 SF
a N
3a—
CONSTRUCT 1" CURB AND GUTTER PER S.B.CO. STD. No. 115
91 LF
&CONSTRUCT
DRIVEWAY APPROACH PER S.B.CO. STD. No. 1296
483 SF
5�
CONSTRUCT A.C. OVER A.B. OR AS RECOMMENDED BY SOILS REPORT
3073 SF
JURUPA AVENUE
&OVERLAY
EXISTING A.C. PAVEMENT 0.10
1485 SF
47.80 TC TB
CONSTRUCT -SIDEWALK PER S.B.CO. STD. No. 109, TYPE C
811 SF
8a -CONSTRUCT
AC DIKE PER S.B.CO. STD. No. 117
30 LF
9�
CONSTRUCT TYPE "A" CATCH BASIN PER S.B.CO. STD. No. 206 (X=4')
1 EACH
@-CONSTRUCT
LOCAL DEPRESSION PER S.B.CO. STD. No. 2038, TYPE A
52 SF
11
RELOCATE. EXISTING POWER POLE (BY OTHERS)
2 EACH
@Y -REMOVE
EXISTING 12" R.C.P. AND HEADWALL
40 LF
@)—INSTALL
18" R.C.P. (SEE PROFILE ABOVE)
52.45 LF
CL UVE OAK AVENUE
EXISTING R/!
MB, -19,11,37-00
15INTERSTATE 10
APPLICANT:
---------------------
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EXISTING SIDEWALK
1 1 J•'
•4°''' o
EXISTING C&G �" ao�
0o f
FILL VOID WITH SAND
3' FROM TOP. CAP
WITH 3" AC PVMT.
JURUPA AVENUE
AC DIKE DETAIL
1"=10'
CHIEF, TRAFFIC DIVISION DATE
M
UNDERGROUND SERVICE ALERT
CaII:ToII FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
'CAUTION": Remember that the USA Center notifies
only those utilities belonging to the center. There
could be other utilities present at the work site.
The center will Inform you of whom they will notify
�o!ESS�
SANTA ANA AVENUE
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SITE
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JURUPA AVENUE
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47.80 TC TB
VICINITY MAP
47.13 FL
NTS
UNDERGROUND SERVICE ALERT
CaII:ToII FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
'CAUTION": Remember that the USA Center notifies
only those utilities belonging to the center. There
could be other utilities present at the work site.
The center will Inform you of whom they will notify
�o!ESS�
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W- No. C45935 c
* Exp. 12/31/02
G1c' CpL�F�\P
FIELD BOOK REF,
RND WORKS INC.
9450 9TH STREET
RANCHO CUCAAIONGA, CALIFORNIA 91730
(909) 476-1359; (909) 476-1369 fAX
OWNER:
MAUBU VENTURES INC.
10680 SILICON AVENUE
MONTCWR, CALIFORNIA 91763
ENGINEER:
LOCKWOOD ENGINEERING COMPANY
380 W. FOOTHILL BOULEVARD
RIALTO, CALIFORNIA 92376
(909) 875-5015
DESIGNED BY:
DWH
SUBMITTED M
0" CF
SIDEWALK
Lq
Ln
r\
M
r,
3 ZZ'
EXISTING
'6 6 AC PAVEMENT
TO 4.62%
W 2
x
EX= TRAVELED WAY N
5 WEST BOUND W
TYPICAL SECTION
JURUPA AVENUE
OA CF
Vi U
♦ � U
� O
��00
ASSESSORS PARCEL NUMBER(S)
236-201-21
ADDRESS:
JURUPA AVENUE
FONTANA, CALIFORNIA 92335
BENCHMARK:
COUNTY OF SAN BERNARDINO BENCHMARK
No. 4 PER C.S.F.B. 4015/559. R.R. SPIKE
IN P.P. 1897920E AT N.E. COR. CHERRY
AVENUE AND JURUPA AVENUE.
ELEVATION=940.895
COUNTY OF SAN BERNARDINO
DEPARTMENT OF PUBUC WORKS
DRAWN BY: CHECKED BY: APPROVED BY:
DWH CWL1,►J �el
►APPROVED BYPUBLIC-WM-TA7E-
g- ->OO
WEN N (RECTOR O UBUC WORK DATE
X
LOCAL DEPRESSION DETAIL
1"=10,
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL
LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN
OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS 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 UABIUTY ARISING FROM THE
SOLE NEGLIGENCE Of THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
STREET IMPROVEMENT PLANS
JURUPA AVENUE
CUP/W147-112
APN 236-201-21
oW�.no.yW\6
W.0 NO.
F
tSHEET1
O U
W
47.80 TC TB
47.13 FL
EXISTING
47.86 TC
47.20 FL
9
; DRIVEWAY
10
V
8
48.03 TD
47.36 UP
13 , ..
i 48.31 TD
Mwn...... �r
1
L---47-.64— EJ R — —
_
LOCAL DEPRESSION DETAIL
1"=10,
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL
LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN
OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS 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 UABIUTY ARISING FROM THE
SOLE NEGLIGENCE Of THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
STREET IMPROVEMENT PLANS
JURUPA AVENUE
CUP/W147-112
APN 236-201-21
oW�.no.yW\6
W.0 NO.
F
tSHEET1