HomeMy WebLinkAbout1626-8Z� = 70 /3' S9''
A - &00'
L 7S. 74'
7- = 37 92'
li(�J
5 ° a/'32'E
/4040'
P�
G�
�k 20' .00 oX
.l
GRA N
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E7NwE
z�
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mcg �
1+00
VINE WELLS 15'0\C
PER L\P\D DWG LC -Z
GRAND AVENUE a
2+00
2' SQ PILASTER PER
L\P\D DWG LC- 2
I
3+00
4+00
w .
M
W '.
5+00
6+00
W. LINCOLN LOOP ROAD
or
COMMUNITY WALL "A" CONC. HEADERS AT BASE OF WALL
PER L\P\p DWG LC
PER L\P\D DWG LC- Z
� -• 2
o �v I P�E,x�RP
t�. t•6� 8� °
7'1 Ch
o ,
90
_ gp.13' •
56.2
70.58'
J`T•v" I
.29' 71.71 59.42.'
105.
M
ti
co
CQ
N
M
VINE WELLS 15'0\C L-2' SQ PILASTER PER COMMUNITY WALL "A" \
PER L\P\D DWG LC -2 L\P\D DWG LC -2 D PER L\P\D DWG LGZ
E. INDEPENDENCE WAY
A,2 RECQRD DRAWING
The i7format-i�in cn.this dra,,Ajin is obtained from others and
must be vori�i;;d in time fie -!d by c nyon° pr►:ir to use or
constr' !ctic.n. MALL & F0 R MI,4N. I -NIC. isnot responsible for
underground facility locatlnnc� nr riee;1ction s. All ahr�-►e ground
facilities can he readily seen and verified by the parties that
intend to use same.
x.55.36
2
• �h 2 N
x}9.77, so
z 2 II
I ti
o
LO LN LOOP ROAD
VV . ►N C
h �
hh
0
v �
CONC. HEADERS AT BASE OF WALL
PER L\P\D DWG LC- Z
N"-% A
,ADD L\P\D DATA PER DWG LC- o
Qd,Df-D "AlFC040 lUVAIIN6 "AAX-4
NO. REVISIONS
1
ENGR'S. j DATE CITY DATE
,PPROVAI APPROVAL
CONSTRUCTION NOTES:
0
CONST. 8" CURB 8 GUTTER PER STD. NO. 101
01
LENGTH
@>
CONST. CONC. SIDEWALK PER STD. NO. 105-A
0
1 1' 59'09 "
x,69
4" A.C. OVER 12" COMPACTED NATIVE
.�
NORTH CURB
0
12057'37"
T=06.77'
452.40'
227.17'
�Q
C
11'39'00"
2020'
410.73'
GRAND AVENUE a
2+00
2' SQ PILASTER PER
L\P\D DWG LC- 2
I
3+00
4+00
w .
M
W '.
5+00
6+00
W. LINCOLN LOOP ROAD
or
COMMUNITY WALL "A" CONC. HEADERS AT BASE OF WALL
PER L\P\p DWG LC
PER L\P\D DWG LC- Z
� -• 2
o �v I P�E,x�RP
t�. t•6� 8� °
7'1 Ch
o ,
90
_ gp.13' •
56.2
70.58'
J`T•v" I
.29' 71.71 59.42.'
105.
M
ti
co
CQ
N
M
VINE WELLS 15'0\C L-2' SQ PILASTER PER COMMUNITY WALL "A" \
PER L\P\D DWG LC -2 L\P\D DWG LC -2 D PER L\P\D DWG LGZ
E. INDEPENDENCE WAY
A,2 RECQRD DRAWING
The i7format-i�in cn.this dra,,Ajin is obtained from others and
must be vori�i;;d in time fie -!d by c nyon° pr►:ir to use or
constr' !ctic.n. MALL & F0 R MI,4N. I -NIC. isnot responsible for
underground facility locatlnnc� nr riee;1ction s. All ahr�-►e ground
facilities can he readily seen and verified by the parties that
intend to use same.
x.55.36
2
• �h 2 N
x}9.77, so
z 2 II
I ti
o
LO LN LOOP ROAD
VV . ►N C
h �
hh
0
v �
CONC. HEADERS AT BASE OF WALL
PER L\P\D DWG LC- Z
N"-% A
,ADD L\P\D DATA PER DWG LC- o
Qd,Df-D "AlFC040 lUVAIIN6 "AAX-4
NO. REVISIONS
1
ENGR'S. j DATE CITY DATE
,PPROVAI APPROVAL
CONSTRUCTION NOTES:
0
CONST. 8" CURB 8 GUTTER PER STD. NO. 101
011
LENGTH
@>
CONST. CONC. SIDEWALK PER STD. NO. 105-A
0
1 1' 59'09 "
(�)CONST.
4" A.C. OVER 12" COMPACTED NATIVE
0
NORTH CURB
0
12057'37"
Q-0 9, 5 00 H PS STREET LIGHT
_CURVE DATA
0
DELTA
RADIUS
LENGTH
TANGENT
COMMENTS
A
1 1' 59'09 "
1980'
414.20'
207.86'
NORTH CURB
B
12057'37"
2000'
452.40'
227.17'
C . L .. STA . 1+19.27 TO C.L. INT .
C
11'39'00"
2020'
410.73'
206.07'
SOUTH CURB
��. CHO
® 26229
Exp. • V 9.4
. . slgT �11I1�• ���P
K E �F CAI�E�
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
. E.R. a L. P
HORIZ. • I =40
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED B EAST INDEPENDENCE WAY VERT.: 111=41
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING K.W, a M.M.M. GRAND AVE. TO W. LINCOLN LOOP FAD. :
CHECKED BY DATE
PREPARED UNDER THE SUPERVISION OF: J. C. H. FROM STA. 0+00.00 TO STA. 5+71.67
JOB NO. APPROVED �L��..t.Q� ¢�� DR. NO. SHT. NO.
jrX� gg � �s
JOHN C. HOG A.N R.C.E. 26229 DATE 3SO (-O 20 INTERIM CITY ENGINEER R.C.E. 25126 1�02.� 8 0 F 19