HomeMy WebLinkAbout467-2.tif:84.14
1:411
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18' I 1
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30
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6
-28.0428.05
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( URB RETURN DATA
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OD
( 0 A=89,0-56-35-
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L z 31.39
I T=19.97 55.64 70.22
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FERNDALE DR. GRACE ST. BARBEE ST.
SIFF AT RIGHT. SEE AT LEFT,
S". R
BARBEE STREET
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z L 30 30, cd aj LL co
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u) 1-- CURB RETURN D_ ATA 0 - L i CURB RETURN DATA < -
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A=89 55-35 A 90Q-04!-25 z
D to +1 w
R=20'- R=20'
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w j w
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W +31
Tz 19.97
T 20.0
85.94
85.95,
4
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L
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,411 1. YV
19 LOT B WIDE
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0+00 GRACE
2
70.22 1 70.22
291.84
3
CURB DATA
A= 360-52�- 12"
R=62'
L = 39.90
T= 20.67
12 13
cd
0)
co
oi !n!!n 1.09
18.65
3+89.89
132 9.53 F S
-A%
1329,79
El
CURB . DATA
A= 2530-44-24"
3 R= 38'
L= 168.29'
70.22 70.22 70.22 70.22 18.44
7723 96 87.27 7723 7735 1- ul
CURB RETURN DATA 15
-04 Z, 0 P. R. C.-
A N 6.57' c\j
w A= 9011L r, I I
Q� u cd CURB DA
Q cd R=20' 0)
LL 0 co A=360-52'_12" 41-09
\ -Lt. _j Li L=31.44
co ai Rz
G k0 (D -4
T=20.03 96.90
lic 6 X
3.43 CO 3 Lf
22 Go u of co Lo + T- 20.67 V vle
to a 21 20 19 18 17 16.
II +
0
FUTURE to z +
10 DRAINAGE EASEMENT'. W LU
S • (FRA,9S_ IGO .-Z. X.__7.0__Vr_r . G R;4 _�a -A _V"Cl - F E'RNDALE DRIVE CITY OF F�NTAIVA
BARBEE. TREET
2 IG -7Q-- -
W R. E -k PLAN AND PROFILE OF STREET IMPROVEMENTS
610
301
30'BARBEE ST.
CONSTRUCTION NOTES
12' 18' 0.4 18' 121
I CONST, 6" CONC. CURB 8 GUTTER 'PER. STD. -_DTJ_,j101. F E R N DA I,. E DR.
2. CONST P C.C. CROSSGUTTER PER STD. DTL. l04,u
3. CONST 4" RC.C. SIDEWALK. 9 9 9 9
4.
TRACT NO. 749,1,
CONST 2 - A
ONST 32 L.F BARRICADE PER STD. DTL. 118. 4 0.50' APPROVED BY.
R C.E 8334 9
SLOPE; 1/4": I. 1 LIN DE' 1/4
LEVEL E SLOI CITY ENPJNEER DATE
RCE 2443
DATE!
te
DRAWN: W. M. 5* -6 DRAWING NO.
L
CHECKED:
SHELTON ENGINEERING CO.
467
17612 BEACH BLVD. 847-8888
TYPICAL SECTION
HUNTINGTON BEACH CALIF.
1:411
18'
18' I 1
cd
Li
30
30' co aj 9
6
U) IT
01 I 0) a!
1
N
M ct It
( URB RETURN DATA
( 0 A=89,0-56-35-
-- :11-
R=20'
J, 0191,
L z 31.39
I T=19.97 55.64 70.22
11v
Ax -co
It
w
1
, /gd /��v \ 4 -co 0
0 W
z/
in
I L
w
LL
` N
2
70.22 1 70.22
291.84
3
CURB DATA
A= 360-52�- 12"
R=62'
L = 39.90
T= 20.67
12 13
cd
0)
co
oi !n!!n 1.09
18.65
3+89.89
132 9.53 F S
-A%
1329,79
El
CURB . DATA
A= 2530-44-24"
3 R= 38'
L= 168.29'
70.22 70.22 70.22 70.22 18.44
7723 96 87.27 7723 7735 1- ul
CURB RETURN DATA 15
-04 Z, 0 P. R. C.-
A N 6.57' c\j
w A= 9011L r, I I
Q� u cd CURB DA
Q cd R=20' 0)
LL 0 co A=360-52'_12" 41-09
\ -Lt. _j Li L=31.44
co ai Rz
G k0 (D -4
T=20.03 96.90
lic 6 X
3.43 CO 3 Lf
22 Go u of co Lo + T- 20.67 V vle
to a 21 20 19 18 17 16.
II +
0
FUTURE to z +
10 DRAINAGE EASEMENT'. W LU
S • (FRA,9S_ IGO .-Z. X.__7.0__Vr_r . G R;4 _�a -A _V"Cl - F E'RNDALE DRIVE CITY OF F�NTAIVA
BARBEE. TREET
2 IG -7Q-- -
W R. E -k PLAN AND PROFILE OF STREET IMPROVEMENTS
610
301
30'BARBEE ST.
CONSTRUCTION NOTES
12' 18' 0.4 18' 121
I CONST, 6" CONC. CURB 8 GUTTER 'PER. STD. -_DTJ_,j101. F E R N DA I,. E DR.
2. CONST P C.C. CROSSGUTTER PER STD. DTL. l04,u
3. CONST 4" RC.C. SIDEWALK. 9 9 9 9
4.
TRACT NO. 749,1,
CONST 2 - A
ONST 32 L.F BARRICADE PER STD. DTL. 118. 4 0.50' APPROVED BY.
R C.E 8334 9
SLOPE; 1/4": I. 1 LIN DE' 1/4
LEVEL E SLOI CITY ENPJNEER DATE
RCE 2443
DATE!
te
DRAWN: W. M. 5* -6 DRAWING NO.
L
CHECKED:
SHELTON ENGINEERING CO.
467
17612 BEACH BLVD. 847-8888
TYPICAL SECTION
HUNTINGTON BEACH CALIF.