HomeMy WebLinkAbout3021-50
7+84.00 RADIUS POINT
56
R/w
58'.
Underground Service Alert
BEFORE YOG
oc Call: TOLL FREE
1-800
227-2s00
TWO WORKING DAYS
BEFORE YOU DIG
5
U
W
q INT. 10+00.00 JACKSON DRIVE
= STA. 16+07.77 TUCSON LANE
CONSTRUCTION NOTES JACKSON
1O -CONSTRUCT 6" CURB &GUTTER PER STD. PLAN N0. 1003
2 CONSTRUCT X -GUTTER PER STD. PLAN N0. 105 (MODIFIED W=8)
3CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN N0. 1006
- <SJ --CONSTRUCT 4CONSTRUCT IDMIN. LA CE STD. PLAN NO. 1
PAVEMENT OVER 12 � COMPACTED NATIVE MATERIAL
8 -INSTALL STREET NAME SIGN PER STD. DETAIL N0. 139
14 CONSTRUCT 6" TO 8" C.F. TRANSITION
(REFER TO STD. PLAN N0. 1003)
�7
INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE
(REFER TO STD. DETAIL N0. 139)
&-INSTALL 5800 LUMEN H.P.S.V. #7, 25' HIGH STREET LIGFHT PER STD. PLAN N0. 1016
20 CONSTRUCT DRIVEWAY PER STD. DETAIL N0. 102
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
INT. 12+51.27 JACKSON DRIVE
= STA. 21+69.94 LIME AVENUE
LIME AVENUE
SEE SHEET 4
LIME AVENUE
SEE SHEET 4
f
i
0
Y
M .. RR/W
INT. 10+00.00 FREEPORT CIRCLE MEMPHIS DRIVE
= STA. 15+70.07 MEMPHIS DRIVE
SEE SHEET 7
Q 1 50'
28 m
25
to
o18 18'P. C4
j 0 0
N
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1 5
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Dr= ; N 0 53.73TC
2
3'0.73' 53.73TC,
°
D_
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`3
15+27.12':, ECR
8 37.021.
50:00'
R/WCL
L
/
LO
CURVE DATA
DRIVE 0 DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT
-A 255043'38 38.00' 169.60 0 13021'44" 300.00' 69.96' 35.14'
�B 37°51'49" 57.00' 37.67' 19.55' 13021'44" 318.00' 74.16' 37.25'
90004'33" 25.00' 39.30' 25.03' K� 90°00'00" 25.00' 39.27' 25.00'
OD 89°55'27" 25.00' 39.24' 24.97' �L 89056'00" 25.00' 39.24' 24.97'
E� 13026'17" 318.00' 74.58' 37.46' �M 90°04'00" 25.00' 39.30' 25.03'
aF 13026'17" 300.00' 70.36' 35.34' 37°51'49" 57.00' 37.67' 19.55'
�G 13°26'17" 282.00' 66.14' 33.22' 255°4338" 38.00' 169.60'
CH 1 13°21'44 282.00' 1 65.77' 1 33.03'
BENCHMARK: SEAL -ENGINEER
cmr B.M. NO. 361 ELK= 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF o �ASS�ONq�
APPROVAL SHOWN HEREON AND CARRIED FORTH INA o
NAIL IN POLE #1536697E co 2 �%
S.W. CORNER SULTANA &BASELINE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE w t
REVISIONS TO THE PLANS TO BRING THEM INTO p 2 317
yt. Exp. . 12/31 /05
CONFORMANCE WITH CONDITIONS AND STANDARDS INs9T CIW� �\P
MARK BY DATE APPR. DATE EFFECT. `� OF' CAtWQ�
ENGINEER REVISIONS CITY
}
85
84
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:f
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5;0_00'
48.71 TC ;
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-
,A
-
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1 5
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Dr= ; N 0 53.73TC
1
N00°0'3'54" E 12+00 5 4 , `- 53.23FL
3'0.73' 53.73TC,
°
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N 53 13f=L
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+00
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18'
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1118'
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CD
_
MEMPHIS
DRIVE
SEE SHEET
7
CURVE DATA
DRIVE 0 DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT
-A 255043'38 38.00' 169.60 0 13021'44" 300.00' 69.96' 35.14'
�B 37°51'49" 57.00' 37.67' 19.55' 13021'44" 318.00' 74.16' 37.25'
90004'33" 25.00' 39.30' 25.03' K� 90°00'00" 25.00' 39.27' 25.00'
OD 89°55'27" 25.00' 39.24' 24.97' �L 89056'00" 25.00' 39.24' 24.97'
E� 13026'17" 318.00' 74.58' 37.46' �M 90°04'00" 25.00' 39.30' 25.03'
aF 13026'17" 300.00' 70.36' 35.34' 37°51'49" 57.00' 37.67' 19.55'
�G 13°26'17" 282.00' 66.14' 33.22' 255°4338" 38.00' 169.60'
CH 1 13°21'44 282.00' 1 65.77' 1 33.03'
BENCHMARK: SEAL -ENGINEER
cmr B.M. NO. 361 ELK= 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF o �ASS�ONq�
APPROVAL SHOWN HEREON AND CARRIED FORTH INA o
NAIL IN POLE #1536697E co 2 �%
S.W. CORNER SULTANA &BASELINE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE w t
REVISIONS TO THE PLANS TO BRING THEM INTO p 2 317
yt. Exp. . 12/31 /05
CONFORMANCE WITH CONDITIONS AND STANDARDS INs9T CIW� �\P
MARK BY DATE APPR. DATE EFFECT. `� OF' CAtWQ�
ENGINEER REVISIONS CITY
}
85
84
w
;r,
50.00'
Cl -
5;0_00'
50.00 .45'<�
-
-
-
Dr= ; N 0 53.73TC
1
N00°0'3'54" E 12+00 5 4 , `- 53.23FL
3'0.73' 53.73TC,
°
D_
N 53 13f=L
4`
k 50.00' ` ._
_50.00\
R/WCL
734
z
75
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00
N
13+40.73 RADIUS POINT
�r
33
20�
81
« L_35.0
0' A
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13+00 �5
CN
LO i,80
2Q
/ ST L
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ON LOT L1NF 18
•20
7 9
CSL ENGINEERING, INC.
11651 STERLING AVENUE, SUITE E
■ ■ ■ ®::
■ ■ ■' � ,
CITY OF FONTANA, CALIFORNIA
RIVERSIDE, CALIFORNIA 92503 DRAWN BY:
(909) 785-5122 * FAX (909) 785-5180 SE
DESIGNED BY:
PREPARED BY: R.C.E. N0. 25917 RAS
EXP. 12/31/05)
S' TE: /-�o _ o Z CHECKED
RICHARD AIANNI JJL
STREET IMPROVEMENT PLANS SCALE:
TRACT 15 1 1"=40'
DATE:
JACKS D E & ORT CIRCLE JUNE, 2001
RPR.OVE Y: P!�. � DWG. NO. SHEET
CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3021 5 of 11
JN545/1 1-12-01 /545_-1 sip5.DWG/S:40