HomeMy WebLinkAbout1626-101 5+00 . 4+00
CURVE_ DATA
32. Z6 7c.
FL.
32. 20
a GUTTER
PER STD.
NO. 101
3Z
CONST.
0,
�P
� F x,00 e fi
•��-tea � \`� �� ��
� ��
3 % 4! �O°33'oa'�`y.
1�
CONST.
8" CURB
a GUTTER
PER STD.
NO. 101
0
CONST.
8"
TO 6"
CURB
& GUTTER
3U
CONST.
CONC.
SIDEWALK
PER STD.
NO. 105-A
®
CONST.
8" TO
6" TRANSITIONAL
CURB
Q
CONST.
4" A.C.
OVER 12"
COMPACTED NATIVE
®
CONST.
WHEEL CHAIR RAMP
PER STD.
NO. 104-A
U7
CONST.
CROSS
GUTTER PER-tSTD.
NO. 104
xo� s�'- w.
00
o,2'0� o M
no -z 1 _I �► CCN h RA$g •2 0
11 11 e O Q °" 4/ 93
o� 'I
1 U o A _•' P T�
4 6 F
zo
//,q, o 0%� W
L
91500 H P S STREET LIGHT
'17v°� •��� A �' °� a o '�°
Of9,-
SA WrA
ao .�2 •'` ti E�.� MAR/.4 ^ COVR� O
Dc s�o�� �. , • J , 0 6 �% `�'�o �� URT ' a l;L
r.P� p ''� \.. •r' ►. _ �`��1!��P� p + � , , v 0` � � �V N O O /� I � RA�) . ` L ' °y � �` '" $ 'o . �%�
r�• >' ..�.; .ON o - , ,gh k�� �9lv�2y3a' U �v 7
3r.zrT�` X0.8 r 88' �,� w (ol• . , M M M 3 �3$ ,L/ -,L -
\.16
o �• ��3 p� �Sr
' • • p !� 3De ECR w11 �.
co, n Z �cR 5-�, ''� �• N or'' a q� b
�z s 1>2 p. G �� ���o a 3�56c?0�
6g z B9 0� .� �� if // m m z ..� 'h� ' ,a'C _ 410 6.38 I 5 �9 3 \\ 6
\` s
•� 9 G �
ECR c ECR 5T I �$�� <' /3,� z • o �\
s� 6 G 3 p.�(OFG' �j/�-S• ��� ,�1 �� X (� END CONST o ENDno S �� e »sr�• �� p' �� s oQ 9
4 /Y �o2°42'47"Gy N. (o l(0'9/" to O ; . 4 TZ, i
\K_1
76' \4 91 .61 ' •��g0
0."VAt
I ll�C p 9� G 3 q 2 F ' �;. ` : _ , : ' • I 2 0 . .1�
23 0•y3 ` .g -4'28rOdirlNADi �h�ob O Y�Ii8
o. ,� L' 3 �Ci
1� b�� h�' 12.6 FS </.� 9 r J 3�c�32f82 DINT L E� �lZ
. 4+ () a F C 1 fi12 4 a N E �i sM �(� �9 �, 1
INT. < , A .` T a ;� �V�u 7 v°�`i • 15. o A\ Co
s , �\ P Ftio� �� 3 °►A F Q TA MAMIAG
h a
o .ECR 7+ � • t� %• 'C b 1 'R> r � ECR OI�ST• - I
O$• 97 �'0 6 h� a 4� 11 I •� -Np C
\ C
EMp CCM II x9 1u I l0 gj;�
ST 3p. I I 72:94
rY. IO 33 OS !1! �iP`ID� N N 6 02 32.31' 11 �. 11 11 r- o
41
M II �o. loo.sl 1► Q�
See -2 3084 � � r II �� �� �cR ��
0 7f08,97 EC,R I k32.7 J 11 I m 9 0
CURVE DATA -� .� o a 1► ` ,SEND 4NST. 1Y 2a, 1//P1ID,) END CONST �°� 11 X10 -
- I1 ��s O
617 o o I o I I m 0S mo jeCBwog-9
11. I1 1 11� m
O
DELTA
RADIUS
LENGTH
TANGENT
COMMENTS
A
12'05'25"
845'
178.31'
89.49'
NORTH CURB
B
15'41'11"
865'
236.82'
119.15'
C.L.,STA. 5+00 TO C.L. INT.
C
13' 24' 31 "
885'
207.1 1 '
104.03'
SOUTH CURB
D
10048'34"
845'
159.42'
79.95'
NORTH CURB
E
12' 53' 14 "
865'
194.56'
97.69'
C.L.,C.L. INT . TO P.C.C.
F
10021'08"
885'
159.90'
80.17'
SOUTH CURB
G
1' 49' 36"
885'
28.21'
14.1 1 '
NORTH CURB
H
4'20'40"
905'
68.62'
34.33'
C.L..P.C.C. TO C.L. INT.
I
1' 55' 07"
925'
30.97'
15.49
SOUTH CURB
J
12"31'50"
885'
193.55'
97.16'
NORTH CURB
K
17;54'20"
905'
282.82'
142.57'
C.L.,C.L. INT . TO C.L.
L
13"10'30"
925'
212.70'
106.82'
SOUTH CURB
M
12' 19' 30"
885'
190.37'
95.55'
NORTH CURB
N
18'10'39"
905'
287.12'
144.78'
C.L.,C.L. INT. TO C.L. INT.
0
13052'47"
925'
224.08'
112.59'
SOUTH CURB
P
6008'09"
885'
94.77'
47.43'
NORTH CURB
0
8'14'03"
905'
130.06'
65.14'
C.L.,C.L. INT. TO STA, 7+00
R
5' 34' 38"
925'
90.04'
45.06'
SOUTH CURB
S
142'10'19"
20'
49.63'
58.37'
CURB RETURN . BASILE
T
1 16' 54' 43"
20'
40.81'
32.58'
CURB RETURN , BASILE
U
87035'37's
20'
30.58'
19.18'
CURB RETURN , BASILE
V
87035'37"
20'
30.58'
19.18'
CURB RETURN , BASILE
W
136021'5810
20'
47.60'
49.96'
CURB RETURN , SANTA MARIA
X
136021'58"
20'
47.60'
49.96'
CURB RETURN , SANTA MARIA
Y
87934'27"
20'
30.57'
19.17'
CURB RETURN , SANTA MARIA
Z
87"34'27"
20'
30.57'
19.17'
CURB RETURN , SANTA MARIA.
76' \4 91 .61 ' •��g0
0."VAt
I ll�C p 9� G 3 q 2 F ' �;. ` : _ , : ' • I 2 0 . .1�
23 0•y3 ` .g -4'28rOdirlNADi �h�ob O Y�Ii8
o. ,� L' 3 �Ci
1� b�� h�' 12.6 FS </.� 9 r J 3�c�32f82 DINT L E� �lZ
. 4+ () a F C 1 fi12 4 a N E �i sM �(� �9 �, 1
INT. < , A .` T a ;� �V�u 7 v°�`i • 15. o A\ Co
s , �\ P Ftio� �� 3 °►A F Q TA MAMIAG
h a
o .ECR 7+ � • t� %• 'C b 1 'R> r � ECR OI�ST• - I
O$• 97 �'0 6 h� a 4� 11 I •� -Np C
\ C
EMp CCM II x9 1u I l0 gj;�
ST 3p. I I 72:94
rY. IO 33 OS !1! �iP`ID� N N 6 02 32.31' 11 �. 11 11 r- o
41
M II �o. loo.sl 1► Q�
See -2 3084 � � r II �� �� �cR ��
0 7f08,97 EC,R I k32.7 J 11 I m 9 0
CURVE DATA -� .� o a 1► ` ,SEND 4NST. 1Y 2a, 1//P1ID,) END CONST �°� 11 X10 -
- I1 ��s O
617 o o I o I I m 0S mo jeCBwog-9
11. I1 1 11� m
O
DELTA -RADIUS
LENGTH
TANGENT
COMMENTS
Al
142'
06'
45"
20'
49.61 '
58.27'
CURB
RETURN .
NOELKE
A2
124'04'27"
20'
43.31 '
37.67'
CURB
RETURN .
NOELKE
A3
87'
41 '
44 "
20'
30.61 '
19.21 '.
CURB
RETURN .
NOELKE
A4
87'
41 '
44 "
20'
30.61 '
1 9.21 '
CURB
RETURN .
NOELKE
A5
142'
06'
O1 "
20'
49.60'
58.25'
CURB
RETURN
OCEAN'
A6
110'57'06"
20'
38.73'
29.07'
CURB
RETURN
OCEAN
A7
95'16'56"
20'
33.26'
21 .93'
CURB
RETURN
OCEAN
A8
1 80'
04'
03"
20'
27.95'
16.80'
CURB
RETURN
OCEAN-
_
m 3 Lto
_2�� N I 111 m i SRO I ,ySiON \
oo
S - z STREET � 26229
SA z �ELKE
MARIq p N Exp.3.3/-9•
SEE SHEET RAVE
3
slgT C1y1�►
I INC01 N I OOP ROADE Of CA1F�
A21RECORD DRAWING =
The information on this dray.1ing, is obtained from others and
must be verified in the field by anyone prior to use or
Constrilction. f1ALL & FM- El11'A` I, IiNC. Is not responsible for
underground facility locations ordepictions. All abuse ground
facilities can he readily seen and verified by the parties that = , _ _ awo RCmko owX11*G1roArA
intend to use same. / ?,cVISE- D CUl18 friaNS
NO. REVISIONS
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
L•P EAST LINCOLN L00 P ROAD HORIZ.:1"=40'
3170 REDHILL AVENUE COSTA MESA, CA92626-3428 • (714) 641-8777 DESIGNED BY c VERT.: 1"=4'
KW 8k M, K. FROM ..STA. Ot 00.00 TO STA. 7-1-00.0 0
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING WEST L I N C 0 L N LOOP RODATE'
i_,Ir_& 'y��q1. PREPARED UNDER THE SUPERVISION OF:
Z�d9 $
ENLPPRR DATE APPR Y DATE APPROVAL. Co HOGAN R.C.E. 26229
Na
CHECKED BY A D '
J. C. H. FROM- STA. Ot 00.00 TO STA. 5 t00. 0 0
JOB N0. DR. NO. SHT NO.
3801-020 APPROVED �• 4; ' 10f 10:DATE INTERIM.CITY ENGINEER R.C.E.25126/626 �F I�