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CONSTRUCTION NOTES:
0
CONST.
8" CURB
& GUTTER PER STD.
NO. 101
0
3
CONST.
CONC.
SIDEWALK PER STD.
NO. 105-A
®
CONST.
8" TO
6" TRANSITIONAL
CURB
5O
CONST.
4" A.C.
OVER 12" COMPACTED NATIVE
60
CONST.
WHEELCHAIR RAMP PER STD.
NO. 104-A
lo,
CONST.
CROSS
GUTTER PER STD.
NO. 104
PI
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.sem 00 30+0 0�" 0 32+00•
CONSTRUCTION NOTES:
0
CONST.
8" CURB
& GUTTER PER STD.
NO. 101
0
3
CONST.
CONC.
SIDEWALK PER STD.
NO. 105-A
®
CONST.
8" TO
6" TRANSITIONAL
CURB
5O
CONST.
4" A.C.
OVER 12" COMPACTED NATIVE
60
CONST.
WHEELCHAIR RAMP PER STD.
NO. 104-A
lo,
CONST.
CROSS
GUTTER PER STD.
NO. 104
0---o 9, 500 HPS STREET LIGHT
W. LINCOLN LOOP ROAD
AgRECOP,17) DFtAWING
The information on this drawing i� obtained from others and
Must he verified in the field by anyone prior to use or
cnnstrljrtinn. HALL & FC}EN14N• INIC. is not responsible for
lJilGergr011n'� facility Ior,#'Pr � r,r deoietinns. All ahove ground
farilities c -n he readily seen 3 t� ueri�i@d by the p r -e5 that
in err to 1l C !T?�,
5 0 DELTA RADIUS LENGTH TANGENT COMMENTS
D B"17'58" 650' 60.12' 30.08' EAST CURB
1,71 E 8°57'33"' 670' 104.77' 52.49' C.L. ,P.R.C. TO C.L. INT.
F 6 06 12 690 73.50 36.78 WEST CURB
4.5�-� G 6' 31'38" 650' 74.05' 37.06' EAST CURB
Z \ Q► H 9' 47'28" 670' 114.50' 57.39' C.L.,C.L. INT. TO P.C.C.
I p� I 6'29'39" 690' 78.21' 39.15' WEST CURB
I) J 5'40'20" 1575' 155.93' 78.03' EAST CURB
0
o y l II 0� K 2.21' 30" 1595' 65..65' 32.83' C.L. ,P.C.C. TO C.L. INT.
L 0' 43'09" 1615' 20.27' 10.14' WEST CURB
M 3' 18'51 " 1595' 9226' 46.14' CL..CL . ' INT. TO P.C.C.
X1/49 °08;�0'E-N 2 07'10"
1615' 59.74' 29.87' WEST CURB
s N R 4f6o, 27 X 0 6127'19" 390' 43.94' 21.99' EAST CURB
\ c �iVoT coNST.
I` P 10' 09' 49" 410' 72.73' 36.46' C.L. ,P.C.C. TO C.L. INT.
0 3' 09'41 " 430' 23.73' 1 1 .87' WEST CURB
FL 1 •"• 3 0� Q Q� �j R 39' 36' 50" 390' 269.64' 140.46' EAST CURB TO STA. 35+37.00
Fb
S 31034'34" 410' 225.94' 115.93' C.L..C.L. INT. TO C.L. INT.
T 20"38'26" 430' 154.91' 78.30' WEST CURB
U 17049'58" 410' 127.61' 64.32' C . L . , C . L . TNT. TO STA. 35+37.00
V 14' 55'25" 430' 112.00' 56.32' WEST CURB TO STA. 35+37.00
W 82' 44' 03" 20' 28.88' 17.61' CURB RETURN CHAMPLA I N
X 91'15'03" 20' 31.85' 2p.44' CURB RETURN CHAMPLAIN
41� '' ;� BNFL'' �` �� •
Al 90'41'56" 20' 31.66' 20.25' CURB RETURN CHAMPLA I N
A2 96' 08' 13" 20' 33.56' 22.27' CURB RETURN CHAMPLA I N
A3 96' 45'09" 20' 33.77' 22.51' CURB RETURN INDEPENDENCE
�9 FL o P A4 80 04 41 20 27.95 16.81 CURB RETURN INDEPENDENCE
A5 103"19'26" 20' 36.07' 25.29' CURB RETURN PRINCETON
F A6 65"41'54" 20' 22.93' 12.91' CURB RETURN , PRINCETON
98 A7 127"48'05" 20' 44.61' 40.83' CURB RETURN . PRINCETON
NRAS Zy" W� - a8.a3T !� A8 69026'30" 20' 24.24' 13.86' CURB RETURN PRINCETON
QZ°a2 ' �� /9.36�� A9 108' 43' 59" 20' 37.96' 2-7,90' CURB RETURN , OXFORD
(RA�� A 10 60' 39'23"1 20' 21.17' 1 1.70' CURB RETURN , OXFORD
12\ -�a"WIIVG "DAT,1
l ADD L\P-\D_ DATA PER DWG LC,?.- ANP.
�1�1�/S.E C111Z.8 RFTIJI�vS
NO. REVISIONS
�0 QRpF E.SSip,y
C.
26229 z I
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
DT
HORIZ.: I"= 40�
z 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIIGNED B VERT. Irl= 41
---= 9 Y, W, LINCOLN LOOP ROAD .
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY DATE:
PREPARED UNDER THE SUPERVISION OF: JCH STA. 27+00 TO STA. 35+.37
JOB NO. of DR. N0. SHT. NO.
ENGRI9. CITYQ.0 �N •2789 b tr,�- �� APPROVED 2r/o
P ROA DATE APPRO DWTE JOHN C. HOGAN R.C.E. 26229 DATE 3801-0201 INTERIM CITY ENGINEER R.C.E. 25126 16 13 - OF �9