HomeMy WebLinkAbout1588-24•`• •'. �
I
,
H
_
. . ............... . .....
_ ,_ .. . V �
.�
�
1-3 . . . .............
- _
/ a
-
-.
.� ......._ � ...._.._.
_
.__...... ..._........_
%.
.. .- -
. .....
.... .. ... .... _. _ _
.............. . .............. .........
.. ....... . ...
. r . d ......
_
� T7 -
v
_ � , .. .... _ 7�
. .
.
,( \� / \ a . , 4 �� • L • s •--,•�' ,, ' . • • 1: t�-`'v o ��• / t /v `�
b
Al �' B'iE i $ 3O �. F _ �.G �_�° h �h , �h a°� �ti ,• D��� �� �� OG 'so�.
Au
n it
5 1
tT moo, �' 13 1� 8 3!°g�G ss9! '� �. o' �s>� , c'8 E� PQM Cjcam_ 5
8x , 94/0
,
A A (iy
F 11 '� 0�P 'y ► y4 F�, .. -'o CONSrl?UC' N _ -
�/ �� I$ !%►. 1ga0 i. - _- �� - END — :11 .o
�8 v 4 • T=�' m W14ITNEY ST • l� s- ti �� o U U�
�-r, o -qo -e8a < - NOTE C8-PCAN� 40ROF/GE CONSTRUCTION NOTES '
EGQ o X39.22 ys lq, V'1 % . v F B- o ,' S SHOWN ON SHEET 20
l�iN� COU,RT p �9= 3 -� I e `� =� # /ZO-/ �' v OF STORM ORA/N PLANS.
CURVE DATA �, N �kf 4 � M• o m
01
Q
TX I
L
-%
C 0MMLl- /VTS
NORTH C RB ,
`J
12 08 41
860
182.29
91.49'
FROM BCR TO BCR
B
14 25 53
860
216.61`
108.88'
BCQ ACR
C
12 48 43
860'
192.31'
96.56
BCQ 7D Ba
D
13 39 42
86 0'
205.06'
103.02'
BCR TO BCR
E
15 46 10 T86
0'
2 36 - 7 0'
119.10,
8C R Tb BCQ
CENTERLINE
F
157 07 05
880.
2413-16
---
PCC TO PCC
FROM INT. TO INT.
O17
35 56
880
270.30'
136. 22'
H
19 29 09
88 0'
299.28'
1 51.1 0'
TO
I
19 OS 09
88 0'
293. 91'
148. 33'
TO
Q18
0q 149
880
277.67'
114 0.00'
ro
K 20 57 18 880 321 .85' r6 2 .74' TO (L
SOUTH CURB
L 12 51 16 9 00' 2 O1 .9 2' 1 O1 . 39` FROM BCR TO CSCR
O14
30 z3
900'
227.87
114.55'
BCFi TO 6C,R
N
14 58 49
900'
235.31
118.33
BCR TO BCR
0
12 28 48
goo'
196.03'
98.41
OCR TO f5cR
P
16 44 52
900'
263.07'
132.48
OCR TO f3CR
\ o . o % � 2� co/Y-121- c. U. srsrq• �8f�5= 26 e
E�t/L7 COrUSTQUCT/Or(/ 'kj� .01 � \n'� � w� � t,yr,F G.� � `� N � V= 8 �'2
h �0� o �' b coG� 0��9 3� ply � �It,pk% -i-,�1 N 5' /5'2B"E I AD) W 4•\a\�
iF
x 0 01
I S
CURVE DATA
6-0/
10
a�� � E��► ,�, � ��
I
Q
Z�
CURB AND GUTTER
�<
lb
Dc• �`� p
CURB RETURNS
0�
�R
142 08 55
20 '
49.62
58.33'
CONC.
126 17 00
20 '
44. 08'
39.49'
(S
136 37 16
20
47.69'
50.28'
T
148 06 56-
18'
46.53
63.01'
O131
06 17
25
57.21
54.99'
(D.
84 51 45
20
29.62'
18.28
O90
08 54
20
31.47'
20.05'
X
87 37 58
20
30.59
19.19`
O73
09 20
20
25.54
14.84
0 10 57 22
20
35 • 59
24.68'
AA
90 31 25
20
31.60
20.18'
BB
84 44 09
20
29.58
18.24'
7'
LqN COU
FART t9 q T YnqFMI TF tInP PtIZI n
OCONSTRUCT
2.
CURB AND GUTTER
�<
lb
Dc• �`� p
�' ' a
N
-o
(L �V•
N
OCONSTRUCT
CURB AND GUTTER
PER STD. DETAIL 101(8"C.F)
O2
CONSTRUCT
CONC.
CURB ONLY
PER STD. DETAIL 101
O3
CONSTRUCT
CONC.
SIDEWALK
PER CITY SPECIFICATIONS
GCONSTRUCT
WHEELCHAIR
RAMP
PER STD. DETAIL 104A
O5
CONSTRUCT
CONC.
CROSS GUTTER
PER STD. DETAIL 105
O6
CONSTRUCT
GI" AC
OVER 12"
COMPACTED I\IATIVE
!0
CATCH BASIN PER
S.D. PLANS
C4TC11 ,BASIN DETAIL TRACT TRACT 13 213
ter.,
20 i
CITY OF
SONS ��Qo�F PUBLIC WORKS DEPARTMENT
ay
- A�: - r ., 1 T!�/L f�JV/NG. C0A/ST. PEQ L P�O ou�6. s/1E.ETo9.5I llG�/ 22 88 �. DRAWN BY SCALE
- STREET IMPROVEMENT PLANS
!10040 RhMOD PAewrN, ' 44rd .4. /9 �/ • _ HORIZ.: 1 -• 40
DESIGNED 8
" r r 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-877711411wWIVA % VERT: I =4
:.rt;I CIVIL ENGINEERING LAND PLANNING LAND SURVEYING crK
_ CHECKED 6Y A S T �ii/�'.ST YDS�/�/I / T� LOd� ,�D,Q I' D ATE
PREPARED UNDER THE SUPERVISION OF: R. c - (. FROM STA. 10+00 TO STA. 21+00 SEPT. 1985
- - o JOB NO. DR. NO. 5HT♦ NO.
APPROVED
ROBERT C. IMSANDE, R. C. E. 25609 DATE 53 CITY ENGINEER R.C.E. 18932 X 2 4 OF 35