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The information on this drawing is obtained from others and
must. he verified in the fieri by anynnP prior to use or
constrortion. HAU & FSR �J!4.�I INC. is not responsible for
underground facility locations cir den'ctions. All above ground
facilities can be readily seen and verified by the pa6ies that
intend to use same.
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E. LINCOLN LOOP ROAD
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79-e//'
C, . g45 00.29
E'ND CON5 7.
N 450 44'25"W lRAai
CONSTRUCTION NOTES:
(D
CONST.
8" CURB & GUTTER PER STD.
NO. 101
Q2
CONST.
8"
TO 6" CURB
& GUTTER
CONST.
CONC.
SIDEWALK PER STD.
N0. 105-A
CONST.
8" TO
619 TRANSITIONAL
CURB
CONST.
4" A.C.
OVER 12" COMPACTED NATIVE
60
CONST.
WHEEL CHAIR RAMP PER STD.
NO. 104-A
CONST.
CROSS
GUTTER PER STD.
NO. 104
(1-o 97500 HPS STREET LIGHT
CURVE DATA
O DELTA RADIUS LENGTH TANGENT COMMENTS
(A 6' 35' 46" 680' 78.29' 39.19' NEST CURB
B 10' 08' 36" 700' 123.92' 62.12' C . L .. STA . 31400 TO C.L. INT .
C 7' 26' 42" 720' 93.56' 46.84' EAST CURB
D 23' 54' 46 " 680' 283.80' 144.00' WEST CURB
E 15010'55" 700' 185.46' 93.29' C.L..C.L. INT. TO C.L. INT.
F 8' 17' 37" 720 104.22' 52.20' EAST CURB
G 12'09'44" 700' 148.59' 74.58' C.L..C.L. INT. TO C.L. INT.
H 6. 48'32" 720' 85.56' 42.83' EAST CURB
I 46037'58" 390' 317.42' 168.09' WEST CURB
J 42'17'08" 410' 302.59' 158.56' C.L..C.L. INT. TO C.L. INT.
K 34' 45' 1 1 " 430' 260.82' 134.56' EAST CURB
L 14' 22' 46" 410' 102.90' 51.72' C . L .. C . L . INT. TO STA. 39+ 84.10
M 9"10'22" 430' 68.84' 34.49' EAST CURB
N 96' 49' O 1 " 20' 33.80' 22.53' CURB RETURN . REMINGTON
0 89'40'43" 20' 31.30' 19.89' CURB RETURN . REMINGTON
P 92' 12' 45" 20' 32.19' 20.79' CURB RETURN . REMINGTON
0 82002'47" 20' 28.64' 17.40' CURB RETURN . REMINGTON
R 95' 37'07" 20' 33.38' 22.06' CURB RETURN . WILLIAMSBURG
S 77"40'55" 20' 27.12' 16.10' CURB RETURN . WILLIAMSBURG
T 67' 3232" 20' 23.58' 13.37' CURB RETURN DARTMOUTH
U 126' 58'15" 20' 44.32' 40.09' CURB RETURN DARTMOUTH
V 62'47103" 20' 21.92' 12.20' CURB RETURN DARTMOUTH
W 107.40'21" 20' 37.58' 27.36' CURB RETURN DARTMOUTH
X 81'23'33" 20' 28.41' 17.20' CURB RETURN CAMBRIDGE
Y 88'53'55" 20' 31.03' 19.62' CURB RETURN CAMBRIDGE
Z 2' 5249" 410' 20.61' 10.31' C.L..P.C.C. TO C.L. INT.
GO
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26229 Z
Exp._
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C ITY OF FCALIFORNIA
PUBLIC WORKS D
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
=,Etllf.�£2 '�ErEf 11-G1rQ��Yl l'_:�,gTf! -� _ 7 1/9z
DESIGNED B - HO RIZ. i
Ii = 40
3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 E. LINCOLN LOOP ROAD VERT.: I =4
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- RElI/5,E,� _Zl7P Of .0- czl?ue VAR-r#1►�&ff# 6'-1-91_ - ;L;1' .. io•? •it CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
CHECKED BYDATE
! ADD L\P\D DATA PER DWG LC -T'!? -ANP PREPARED UNDER THE SUPERVISION OF: JC H STA, 31+00 T0' STA. 39+ 81.19
C.• I •- 3 S J 0 B NO. APPROVED ����� �c�re..lri�t f D R. N O. S H T. NO. f
N0. REVISIONS APPROVA DATE APPROVALDATE OHN C. HOGAN R. C. E. .26229 DATE 3$0 -020 INTERIM CI`�Y. ENGINEER R.C.E. 25-26 /�� I 60F,19