HomeMy WebLinkAbout4048-2------
L=55.30'
CURVE DATA
LINE
BEARING
-- A I&T j
aAi,m
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
1
90*31'25"
35.00'
8"
0
Uj
CF CURB RETURN
7.5" 7-
CF
UO
0
CL C*4 :2 C%4
61,
16F
6.5"
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> n
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Co
co
m
89*38'52"
35.00'
rw
A-CANI
--_-_
PROPOSED -
TOP OF CURB
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Ed
3
16* 15'37"
L=31.78'
HORZ, CURVE
31.79'
L= 70.48'
HORZ. CURVE
4
16* 15'37"
1 12.00' 1
31.78'
16.00'
(5)
_NSE
38.00' 1
140,95'
130,29'
----------------------
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F- - - - - - - - - - - - - - - -- ---
-,__LINE OF SIGHT 3 6' 60' 18' 0 RADIAL STA 15+88.31 7
Ow 430'(50 MPH) 13' !15 WAY; W`16
J%5� POINT DRI
N 89039'14" E 7j 5, 0"
15 - ----- SAN JACINTU 5 01�
550.92' 11 12 13 - — - — - -
. . . . . . OP
14 15
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461 5) _j
--__LINE OF 18' 18' PROPOSED 8" SWR c�
SIGHT /L
PER DWG. NO. 4049
430'(50 MPH)
L---- ------ -0
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0 V-) BLOCK WALL PER L
of >_ ;�7 \
o Ld �-- j)f - - SEPARATE PERMIT
ME-) 0 U _j
EXIST. Ut__ L�
Underground Service Alert
Call: TOLL FREE
1-800-227-2600
DIAL BEFORE
YOU DIG
TWO WORKING DAYS BEFORE YOU DIG RECORD DRAWING
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
b REV.. REVISION DESCRIPTIJN
LINE DATA
CURVE DATA
LINE
BEARING
CURVE
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
1
90*31'25"
35.00'
55.30'
35.32'
(2-)
89*38'52"
35.00'
54,76'
34.79'
3
16* 15'37"
1 12.00'
31.79'
16.00'
4
16* 15'37"
1 12.00' 1
31.78'
16.00'
(5)
212'31'13"
38.00' 1
140,95'
130,29'
Underground Service Alert
Call: TOLL FREE
1-800-227-2600
DIAL BEFORE
YOU DIG
TWO WORKING DAYS BEFORE YOU DIG RECORD DRAWING
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
b REV.. REVISION DESCRIPTIJN
7/1/09 1 41� W1010
DATE ENGR. I CITY DATE
LINE DATA
CONSTRUCTION NOTES
LINE
BEARING
DISTANCE
L1
N 89.39' 14" E
393.73'
L2
N 89*39'14" E
394.52'
L3
N 73*23'37" E
50,00'
L4
N 74*05'09" W
50.00'
7/1/09 1 41� W1010
DATE ENGR. I CITY DATE
SHOULD THE 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 CONDITIONS AND
STANDARDS IN EFFECT.
J,
C_
ac 3 NO. 57580
EXP, 12-31-2007
sT Cl V�\_
OF CAL\F
CONSTRUCTION NOTES -CONT.
CONSTRUCTION NOTES
07
CONSTRUCT
4" MIN AC PAVEMENT OVER 12" MINIMUM OF 95% COMPACTED NATIVE
(D
SUBGRADE
PER CITY OF FONTANA STD. PLAN NO. 1900
L9
CONSTRUCT
5.0' PCC SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015
(3)
CONSTRUCT
6" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003
CONSTRUCT
STREET LIGHT PER ST, LIGHTING PLAN
CONSTRUCT
CROSS GUTTER PER CITY OF FONTANA STD. DETAIL 104; W=8'
SHOULD THE 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 CONDITIONS AND
STANDARDS IN EFFECT.
J,
C_
ac 3 NO. 57580
EXP, 12-31-2007
sT Cl V�\_
OF CAL\F
CONSTRUCTION NOTES -CONT.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA PLAN NO. 1006
07
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD, 1005
ADJUST MANHOLE TO GRADE FONTANA CITY STD 109
SAWCUT AND REMOVE EXISTING AC PAVEMENT — MINIMUM 1' WIDE
L9
REMOVE EXISTING PAVING WITHIN THE RIGHT OF WAY AND REPLACE WITH(D
07QROFE
T1_1'Z:&
C-17
U-1 mCr :V
s, Crvll N
or r,,,,
PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
M•
: LAND PLANNING
A R S H A L L • CIVIL ENGINEERING
Ir/C ENGINEERING
ENGINEERING -•GPS0A`&fR0,ff07'1CSURVEY1NG RC -CORD DRAWING" STREET IMPROVEMENTS
77"k
GROUP '•
C YR4X 3-D LASER SCANNING
DRAWN BY:
LHT TRACT 17108
2001 E. FINANCIAL WAY STE. 104, GLENDORA, CA 91741 SAN JACINTO AVE.
PHONE: (62 -5788 FAX: (626) 914-5757 WEB: vvww.rnegi.bz DESIGN BY: KM FRqM,00.00 TO 15+88.92
4IIIIIiIIIiox 11 4p 14P to CHECKED BY' AN APP ED B
_7 r)f WMRJ I A (6
WILLIAM 51, RAYMOND A P.C.E. 57580 EXP. 't- 4 ' E-ITY ENGINEER R.C.E. 511`52 DATE
SCALE:
1 ": 20'
DATE: 02 MAY 06
DWG. NO,
4048