HomeMy WebLinkAbout2049-4VERT: 1 in = 4 f t
HORZ : l in = 40 ft
CURVE DATA:
CURVE
NUMBER DELTA
a-111°2443"
(D4-- 150 17'07
5�-- 150 17'07
�- 900 00' 23"
�7 -- 890 5936"
10 680 35117"
q3)-- 150 17'07"
CALL UNDER AROUND
SERViEf ALERT
48 HOURS BEFORE YOU DIG
1-800-422-4133
TANGNET Z /
LENGTH Q ,
51.32' – Q
24.42' m
29.25' _
30.00
30.00'
23.87'
E?C 15T.
26.84' CMP��j_
r
EX15T. 2'XZ'
(ARATI✓ IN LET- 2
5M CITYOF FONTANA �.
WAWIW-j No. &40 FOR
PETAI l s ON E?C 15T'I Nii
e5TORIM PP41 N
N
ill 1q"
40 �v
�o
CONSTRUCTION NOTES
1 CONSTRUCT (31'MIN) A.C. OVER (411MIN1) CLASS 2
AGGREGATE BASE. [SEE GENERAL NOTE NO. 63
2O— CONSTRUCT 6" CURB AND GUTTER PER CITY OF
FONTANA STD. NO. 101.
(3)—CONSTRUCT 8" CURB AND GUTTER PER CITY OF
FONTANA STD. NO. 101.
40-- CONSTRUCT CROSS GUTTER PER CITY OF FONTANA
STD. NO. 105.
5 CONSTRUCT HANDICAP RAMP PER CITY OF
FONTANA STD. NO. 104A.
60-- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER
CITY OF FONTANA STD. NO. 105A.
7�-- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER
CITY OF FONTANA STD. NO. 102 (WIDTH =
16' ) .
CONSTRUCT 1" MIN A.C. OVERLAY.
9 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT
JOINS TO A SMOOTH STRAGHT LINE. CONSTRUCT
MATCH -UP PAVING AS SHOWN ON PLAN AND
OVERLAY PAVING AS DIRECTED IN THE FIELD TO
PRODUCE*A SMOOTH SECTION.
10 REMOVE EXISTING CURB AND GUTTER AND
PAVEMENT.
11 CONSTRUCT CATCH BASIN PER CITY OF FONTANA
STD. NO. 121 (W = 28' AND D = 6')
12 INSTALL 36" R.C.P. D -LOAD = 1500
t3 INSTALL 5,800 LUMEN (H.P.S.U.I ORNAMENTAL
POLE STREET LIGHT.
S INSTALL 22,000 LUMEN [H.P.S.U.) ORNAMENTAL
POLE STREET LIGHT.
15 RELOCATE. EX I ST I NG ITEMS A5 SHOWN ON PLANS.
17 REMOVE ITEi� A6 S14OWN ON PLANS.
lid APJU5T SEWER MANHOLE TO G R'"r PF -R- CITY OF
FONTANA S?D• No. Imo.
25 ApJUST EX 15T I N(� WATER VAI-Vr-- TO G-ARAAE .
�x
t5 i-7AVN6� N
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHDWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTIN19 UTILITIES EXCEPT AS 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.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 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 CITY, THE
OWNERS, 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.
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
A
BENCHMARK NO. 396
PK NAIL IN P.P. #1170851E NW COR.
ARROW HIGHWAY AND OLEANDER AVENUE.
ELEVATION: 1260.84 DATE: 9/67
BENCHMARK NO. 399
PK NAIL IN P.P. #1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67
REVISIONS:
N0.
DESCRIPTION I ENG . I DATE I APPROVED I DATE
r
C>
g R.C.E. 2a®
IV. e ?
dl
r
DATE: 6111
ul
A V��IUE
Sierra Engineering
CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
OLEANDER AVENUE
sEff �£� No. z
�F==
F`
SCALE: 0 t"= 40 .'
" RS- BU 1 LT
CITY OF FONTANA. CALIFORNIA
PARI Tf'. IJf1RKq f1P7PARTMFNT
ARC
RADIUS
LENGTH
35.00'
58.06'
182.00'
48.55'
218.00'
58.16'
30.00'
47.13'
30.00'
47.12'
35.00'
41.90'
200.00'
53.36'
CALL UNDER AROUND
SERViEf ALERT
48 HOURS BEFORE YOU DIG
1-800-422-4133
TANGNET Z /
LENGTH Q ,
51.32' – Q
24.42' m
29.25' _
30.00
30.00'
23.87'
E?C 15T.
26.84' CMP��j_
r
EX15T. 2'XZ'
(ARATI✓ IN LET- 2
5M CITYOF FONTANA �.
WAWIW-j No. &40 FOR
PETAI l s ON E?C 15T'I Nii
e5TORIM PP41 N
N
ill 1q"
40 �v
�o
CONSTRUCTION NOTES
1 CONSTRUCT (31'MIN) A.C. OVER (411MIN1) CLASS 2
AGGREGATE BASE. [SEE GENERAL NOTE NO. 63
2O— CONSTRUCT 6" CURB AND GUTTER PER CITY OF
FONTANA STD. NO. 101.
(3)—CONSTRUCT 8" CURB AND GUTTER PER CITY OF
FONTANA STD. NO. 101.
40-- CONSTRUCT CROSS GUTTER PER CITY OF FONTANA
STD. NO. 105.
5 CONSTRUCT HANDICAP RAMP PER CITY OF
FONTANA STD. NO. 104A.
60-- CONSTRUCT 4" THICK P.C.C. SIDEWALK PER
CITY OF FONTANA STD. NO. 105A.
7�-- CONSTRUCT P.C.C. DRIVEWAY APPROACH PER
CITY OF FONTANA STD. NO. 102 (WIDTH =
16' ) .
CONSTRUCT 1" MIN A.C. OVERLAY.
9 SAWCUT EDGE OF PAVEMENT WHERE NEW PAVEMENT
JOINS TO A SMOOTH STRAGHT LINE. CONSTRUCT
MATCH -UP PAVING AS SHOWN ON PLAN AND
OVERLAY PAVING AS DIRECTED IN THE FIELD TO
PRODUCE*A SMOOTH SECTION.
10 REMOVE EXISTING CURB AND GUTTER AND
PAVEMENT.
11 CONSTRUCT CATCH BASIN PER CITY OF FONTANA
STD. NO. 121 (W = 28' AND D = 6')
12 INSTALL 36" R.C.P. D -LOAD = 1500
t3 INSTALL 5,800 LUMEN (H.P.S.U.I ORNAMENTAL
POLE STREET LIGHT.
S INSTALL 22,000 LUMEN [H.P.S.U.) ORNAMENTAL
POLE STREET LIGHT.
15 RELOCATE. EX I ST I NG ITEMS A5 SHOWN ON PLANS.
17 REMOVE ITEi� A6 S14OWN ON PLANS.
lid APJU5T SEWER MANHOLE TO G R'"r PF -R- CITY OF
FONTANA S?D• No. Imo.
25 ApJUST EX 15T I N(� WATER VAI-Vr-- TO G-ARAAE .
�x
t5 i-7AVN6� N
PRIVATE ENGINEER'S NOTE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHDWN ON THESE PLANS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTIN19 UTILITIES EXCEPT AS 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.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 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 CITY, THE
OWNERS, 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.
RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF.
A
BENCHMARK NO. 396
PK NAIL IN P.P. #1170851E NW COR.
ARROW HIGHWAY AND OLEANDER AVENUE.
ELEVATION: 1260.84 DATE: 9/67
BENCHMARK NO. 399
PK NAIL IN P.P. #1170859E NE COR.
ARROW HIGHWAY AND CITRUS AVENUE.
ELEVATION: 1254.82 DATE: 9/67
REVISIONS:
N0.
DESCRIPTION I ENG . I DATE I APPROVED I DATE
r
C>
g R.C.E. 2a®
IV. e ?
dl
r
DATE: 6111
ul
A V��IUE
Sierra Engineering
CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS
OLEANDER AVENUE
sEff �£� No. z
�F==
F`
SCALE: 0 t"= 40 .'
" RS- BU 1 LT
CITY OF FONTANA. CALIFORNIA
PARI Tf'. IJf1RKq f1P7PARTMFNT
90-069
C7141 799-8080
25864 BUSINESS CENTER DRIVE. SUITE 'F'
DRAWN BY
STREET IMPROVEMENT PLANS
SCALE 1- "=40
REDLANDS CA---- 92374
TMG
TRACT N O. 14747
DESIGNED BY
DATE
5
SEVILLE AVENUE .& CITRUS AVENUE
CHECKED BY
gi
DRW, 4
� S�
APPROVED
ACTING ._CITY _ENGINEER R.C.E. 25131
2-044 4
ar
R.C.E. - 33820 EXP 6/30/94
•
90-069