HomeMy WebLinkAbout1626-1216+00
17+00
BEY F ORGE CO
u�ff
00
vAL
I�� rnll !Ir I� L 01
/n7
res
rrr -� ' '7►'' ; � i i
19+�00
CURVE DATArr �►
FORGE
COURT T4 � 0 36'29„
LL Y F ° N
O DELTA RADIUS LENGTH TANGENT COMMENTS vA (R
A 1 15 16 2380 52.11 26.06 EAST CURB
B 1' 15' 16" 2400' 52.55' 26.28' C . L . , STA . 16+00 TO P.C.C.
C,B /Y° 0302
C 1' 15' 16" 2420' 52.99' 26.49' WEST CURB L -29
D 3' 22' 02" 1480' 86.97' 43.50' EAST CURB
I9f8.5, 64"
E 4' 20' 18" 1500' i13.58, 56.81' C.L. ,P.C.C. TO C.L. INT. A/ 7905319011�w
F 2.15' 22" 1520' 59.85' 29.93' WEST CURB �RAaI
G 3' 17' 44" 1480' 85.13' 42.58' EAST CURB
H 5.34'06" 1500' 145.78' 72.95' C.L..C.L. INT. TO P.R.C.
I 4' 37' 56" 1520' 122.89' 51.48' WEST CURB
J 1.34' 59" 1980' 54.71' 27.36' WEST CURB
K 3022'54" 2000' 118.04' 59.04' C.L..P.R.C. TO C.L. INT.
L 2'44'36" 2020' 96.72' 48.37' EAST CURB
M 4.02' 40" 1980' 139 77' 69 all WEST CURB
:11, 1701,
tS�
1`
vR�
� CO
�
Q1
--0
CONST.
8" CURB
& GUT1`ER PER STD.
NO. 101
0
-
3O
CONST.
CONC.
SIDEWALK PER STD.
NO. 105-A
®
CONST.
8" TO
6" TRANSITIONAL
CURB
HORIZ. : I11= 40�
VERT.: I�� � 4
CONST.
4" A.C.
OVER 12" COMPACTED NATIVE
DESIGNED B
KW/M.
-CONST.
WHEEL CHAIR RAMP PER STD.
NO. 104-A
01CONST.
CROSS
GUTTER PER 'STD.
NO. 104
97500 H PS STREET LIGHT
N 1 11 5 0 �� `d. 0 3,3D�,E���% �A
N�, /1/ 75 I M QROF 'OS/0 N1N
�1 � - N vB �1/0 �%3(,v �`�' FAL \
" . . . P C.C. 5�
9 82.29 C.L. ,C.L. INT. TO �- � � � � ����� �'2\
N 4� 42� 44 �� 2000 164.4 m Ov � L =::29 �► , V
0 2 58 14 2020' 104.73' 52.39' EAST CURBW LINCOLN LOOP ROAD, W (v O�"� 2��8js' ® �����
P 7"14'38" 380 48.04 24.05 WEST CURB �NC�
0 7.14' 38" 400' 50.57' 25.32' C.L..P.C.C. TO P.C.C. (� J Exp._3. *J
R 7014'38" 420' 53.10' 26.59 EAST CURB CURVE DATA A RECORD DRAWING
S 2' 33'25" 400' 17.85' 8.93' C.L..P.C.C. TO C.L. INT.
T 4. 41' 12" 400' 32.72' 16.37' C.L..C.L. INT. TO P.C.C. information on this L'G'Aw�ln is Obtained from others and 14j� �a�=
" � � Q DELTA RADIUS LENGTH TANGENT COMMENTS �
U 17 18 12 615 185.73 93.58 WEST CURBmust be verified in the f;nld r1 C)nyon� prier to use or o� cAu�.�
" IA12104*59'11 20 36.65 26.06 CURB RETURN . BANCROFT COnStrlJCtiOn. HALL FOi�t��A.i, I�IC. is net responsible for
V 20 13 22 635 224.13 113.24 C.L..P.C.C. TO C.L. INT. „ ,
A13.81 54 16 20 28.59 17.36 CURB RETURN BANCROFT
W 15. 14':30" 655' 174.24' I 87.64' EAST CURB underground facility locations or depictions. All abrnle ground
A4 /08'42' 31" 20' �% l�' 27 89' CURB RETURN VALLEY FORGE A 14 98'40'24"20- 34.44 23.28 CURB RETURN BANCROFT
A15 73.22' 1 1 " 20' 25.61' 14 .90' CURB RETURN . BANCROFT facilities can be readily seen and verified by the parties that CITY OF F CALIFORNIA
A5 67"47'28"ZQ 23.66 13.440 CURB RETURN . VALLEY FORGE A 16 80' 48' 16" 20' 28.19' 17.01' CURB RETURN . LA SALLE intend t0 iisp Same.
A6 115002152" 20" 40.16' 31.42' CURB RETURN . VALLEY FORGE A17102"30'48" 20' 35 X78' 24.93' CURB RETURN . LA SALLE
A7 20' 19.691 CURB RETURN . VALLEY FORGEPUBLIC WORKS D
A8 1 16.37' 19" 20' 40.71' 32.40' CURB RETURN A18 791835 20 27.68 16.58 CURB RETURN LA SALLE TICONDEROGA A19 9602949" 20' 33.66' 22.41' CURB RETURN , LA SALLEOIMVDRAWN BY STREET IMPROVEMENT PLANS SCALE:
A9
Al
All
65'10'28"
1 15' 23' 16"
62' S5' 03"
20'
20'
20'
22.75'
40.28'
21 .96'
12.78'
31.63'
12.24'
CURB RETURN . TICONDEROGA
CURB RETURN TICONDEROGA
CURB RETURN TICONDEROGA
•
0
3�7o REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 6.41-8777
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
PREPARED UNDER' THE SUPERVISION OF:
•� ' ` _ _ 8 g
JOHN C. HOGAN R.C.E. -,6229 DATE
I ��_ IQ
J. C.
W. LINCOLN LOOP ROAD
STA. 16400 TO -STA. 27+ 00
HORIZ. : I11= 40�
VERT.: I�� � 4
DESIGNED B
KW/M.
CHECKED BY
J C H
DATE:
2 - ,4aQEQ"R£COaD__cz�w/�V� �IDAT1i
4-�=92
- s
RIG1151 CvQ� ak/ lelvs
// Z7- a9
t
J 0 B NO.
,43801-020
APPROVED G�/, �a.� �9�
INTERIM. CITY ENGINEER R.C.E. 2512E
D R.. N 0.
162�o
S H T. NO .
12 OF 191�
N0. REVISIONS
[APPROVAL DATE
APPRO DATE
__
\)