HomeMy WebLinkAboutTED4001777.2PO WELL
AVE S W.
r 240
1- 230
220
2/0
200
INSTALL EXTRUDED
A. C. C!/RB OR PAVED
DITCH � DIRECT TO
C. B, ## 9
/5' EASEMENT
7RACT
TRACT "X"
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C.B. # 9-TYPE�I I C. B. # 8 - TYPE _T
STA. 20f00 -23'LT, E STA. 22f25-23' LT.
GRATE = 223.02 69A TE = 18 7, 07
/ A E. _ 62- I. E. _ t}
/ 2/8.50 I 183.91
N,
N
N
N
NOTE : /21,15TIlb ww/-U&
C,B.#7(9 39 /0 TO
HA VE VA NED ORA TES.
C.B. # 9--• TYPE S
/. E. = -2-/-"2 - 2 /8 . SO
N
h
N
225LF-12 " am GMP@y15.35 %
24/
N
0
!
a
N
16101
I
HIP RAP AROLAND
EN TRANCE
C. B. 0'12 - TYPET 7c;,4
ST,q. 28fJ5-2.3'LT.
6RA TE = /78. 6 t
/. ,E = 1-7 - /2"W - /74. ro
A E, _ /76. 4 - EX.12"CONC E
TYPE Z
STA. 27f/0-23' LT,
17!!.70
N
5-
' iW
/7
6. B. # 7 - TYPE -I ; V) ' C, B. # /O ^'TYPE I
I ! STA.23t65-23'LT, i STA. 25t68.66-2,7"LT,
GRATE _ 4- c.� Trp'I
/. E. = /�6 9-- :,rf„ £! ,rf'/ t /. E. = is.9:;5 160.21
172.66 U1WER S/i EE /AL
175.5/� I I.E. = LJIVI"No iv Pv6 DRY't/N 1
//�/ E (7 Yf
/45 LF-/2"GnnP@ 6.57%4 OAK DA L E A VE S, W.
2 7.B0'/o
23
N 24 25
V
� Z
v)
Colv;.-ROL STRUCT//RE
SEE SHEET 2
EX, C B.
REMD VE
CB, #I'A-TYPE _Y
STA, 2, �, /• 90 - 75 RT. 0. O'R'r
/71, 99
=I6'4. I7 ,V1 E � )v
L J.,�'. -SA/V/TARY ,SEWER SEE SHEE,� /
PS STA .
4 = 8905014.
R = 54, 00'
T = 53.86'
L = 84.68'
ECU/?E �
PAVE RETURN
EX. C. B. TYPE IT
61?ATE = 1-6 5-7 /63.77
1. E. = 0-- /2 "N. E(CMP) 156. 6 7
11
/58 , 40- EX. I2" N (CMP)
C.B. TYOET 1. E. = 155. 30 -,EX. /8 "S. (CMP)
57A. 23+ 65
rh M N h 4) ►� d a I O ... k1 h N � O
o
b o o Q6 l; 1 o 6 CF tl ^ O
IS
N......... .....................5......................
..........:.........................:
:: : : : : : : : : : : : : /60' V. C. : : : : PROF/LE : : : /00 ' V. C, 50, V.6. v
P. V. /, S TA. = 22 f 50 . P. V. /. STA. - 25 f 75 v P. V / STA. = 000.
P. V./. EL. _ 182.45 GRADE ELEVAT/O/VS P. V. /. EL. _ /62.30� P.I//, EL. /72.30 h EXIST/NG
......... ...... SEE TYP/CAL W W GROUND
:......... ; . ETA/L v ro /8 0
..................................................................................... SECT/OlV ,D j N...
....... ......: SHEET 4 W 40LF- Q EX. GROuNO
�9 �l m I
N c�/s-s� + D/°' CMP�J 10 MA
to /2° cONc.
N!�
MP
....................................................................... ........................................................................................................................................................... ... .. .... �) . . . . . . . . . . . . . . . . . . . 1..�........ _G 2i ti h !
2S
C,� \
>. ...... I 6.B.#/2TYPEI
.. . . . . . ... . . . :. .... L l GRATE = /76. 0 t
0 6 IGO
-
224 9 .. /9 / 0 -
'• X I2 CON E
PROPOSED ...... ..... 0 ....... ......
. . . . . . . :: :::: : : : �8.#'// ^� TYPEI
_.......:........:.........:... ....... ......... ......... ........ .........
�, y : PROFILE 6RA 05 . . . '
. E = f7z?3� I7.0. 72
W GRAT
0
::::::::: :::::::: ::::::::: ::::::::: ::::::::: ::::: ::::: �o /.E.=f�8:38-/2"SW F. ......... .........
......... ......... ......... ......... ..... ......... I7io.70
'`�•\...\.... i O:...
.........
. ....... ....... ......... ......... .........
.... /80/ .
........
RECOMMENDEfl
/50.. 180
.. .. . . ... , #/0 TYPE S C, B. # /-q ^ TYPE I . . . . . . . . .
.... ,......... ........ ......... -
C. . . . . . . . . . GRATE = J6 z3.;5 7 /63. 9/ GRATE = t7t, $`7 /7/, 41 . . . . . . . . . . . . . . . . . . . . . . . . . . . . :
s o-
�'s, GRATE = 18 7.0 7`3..>> E. = 5� /�_ 2/
1�
s
T
_F
T
__
/8
/9
20
21
G, -/- 87 .3 1 AS -BUILT REV1516A(S
/-27- 87 2 TRACT " X' t " Y"
5-6 -85 / SHAD//VG
No. Description
REVISION
TFO • (to - /X? 7
Designer+ Q N RAIL !
BF BF
/"= 40'
Drawn BF 5ca�e VERT. /" = /O' Date APR/L /985
By
Checke DV W Project Nc S 820/02
/ 70
P 0 0 L
ENGINEERING, INC.
Consulting Engineers 6 Suruetlors
.. ..... .........
o) /40 ......... ....... ......... z/ /40
C.B. # 7 -TYPE PATE
GRATE _ i74.84 /7S- . S/
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.... ....... .........
T T
22 23 24 25 26 27 28
S. 3 Ro PA�ft/ 7..7
oAhwA L E AVE S W. A119PR9VE9 9Y
o
2950 Norrhup Way
Belleuue. Washington 98004
(206) 822-6464
1225 Tongass Auenue
Ketc•hikan. Alaska 999o1
(907) 225-6626
TY OF BENT N PU /C WO/S'I�S 0/RECTOR DATE
SOUTH KNOLL 3
PAVING 81 STORM DRAINAGE PLAN 81 PROFILE
Ile. y�AR 8 U3