HomeMy WebLinkAboutS-231207CK
Ld }ry7�T
b) v
E 1
Li
0
uo
o�
L Z `E
0
3 °a
U
�� dW
F- Z
LL
Ld
U
VIg
a�
`s
a.
0
11 ��
O
N
STA. 19419" 130' RT. EX S51AH
> -12 "x16 `" REDUCER (M fxFL j STA 73122
1 -i6 "x16" TEE (FLxMJ) RM-f = 39701
1 -16" BUTTERFL Y VAL VE (M✓XM () E..I 1rV'1. 12" (1N) 384 46
INSTALLED IN 4'- 8'x6 =8" 1NTAKE INV 12° (OUT) 38434
CONC. VAULT PER C. OR. 19 , PCEC P INV. 8° (AVE) 38465
STD. DTL. 5092 INV = 39305
4 -16" &LINO FLANGE$ W /2" / STA. 13432, 330' LT
TAPS IN 2 TOP FLANGES EX CS TYPE 54" 1 -16" 17 -1/4" BENG (MJxM:;I
3 -16" DL SPOOLS, AS REOD SOLID ROUND LOCKING LID I i ���¢ i ►""1 I I Iit �° I 1 CONC. BLOCKIA(G
7-7-" ADAFTOR (FLxMJ) ,2492.5, STA. I jj i
R,'1v1 = 396.35 CONC. BLOCKING [ ' I v �!f di�j1 -( / STA. ?3472, 330'LT
INV 18" 391.78 �I[i� j '!� �� 1112{'OIJG 1 -16" 11 -1/4" BEND (M✓xM✓)
INV. 24" 391.28 I I!I^ I'"� L COXC BLOCKING
�t-11 r SHACKLE W/ FOUR
EX C5 TYPE 1I 54'" i !�" 135.3LF 18" CGN 3/4' STEEL TE RODS
STA. 12465, 3125' L T'
(C7R CRT) 30 08' L T (CTR STR) i 14 I 3 STA. ;3176, 25.0-LT
RIM = 396.34 G 11/N 1 a �Nt 1 -16" CAP (MJ) W/
EXISTING F.N INV 18" 39370 [�]n 11,
558LF SOUTH t f R+ I ^- \ 2" &LOW -OFF ASS'Y
GONC BLOCKING
f /I/ 4 51 \ SHACKLE TO BENG W/ - - —
FOUR 314' S,7Z]fL TIE RODS
ZZLFEX. -- -- --
j 16'" WIR 1F 10LF
-I W 92L TX. 75" N-ITR (W2213) - - - - - - -
STA. 13-�-035, 74.0` LT.
1 -16" BU�RFL Y VAL VE'M rJ) _
DUVALL AVE. N. E.
INSTALLED IN 4 -9'X6 8'
CO,NC. VA 11Z T, j9 R C O R. G ; I k� i STA. 0+00.00 (N
® STA. 1316.27 TH AsVTE ) NE) Q SD OETAL 9092 01 ��
fig, yob'
INV. (s- IN [N, sD = 384.97 NEW PAVEMENT. (SEE DETAIL
INV. (a' OUT ESWI) = 384.87
SHEET C28A)
A
0- rL0)
r- STA. 141-75, 25'4T STA. 15 +50, 24' RT. r
1- 16°X10" TEE (FLxFL) SSMH #1A, (TYPE II -480)
1 -70" GA T£ VAL VE (FLxMJ) RIM= 398.50(±)
7 -10" PLUG INV. (8" iN [N]) = 386.09 Q 11
CGNC BLOCKING INV. (8" OUT [S]) = 385.99 Z Z
-- -� -�- -- 0 Z .,
480LF EX 16" WTR (W2213)
® �� a
OWN
RIGHT
3
to
00 O
— 0
I-_- - -- - - - - - -- _- 394:- -
STA. 73403,137 0' RT. I 707.8LF 18' CGNC. N 00'0119° f - - • 235 93 A = 07' 00' 00° R = 1
STA 12465 7 -75'" CAP W /2" TAP I Z. 10.00'
EX GB (TYPE IT 48'x) 7 -2" BL OWOFF ASS'Y p
RIM - 396 55f PER C. O P.. SP 8704 I STA. 13+44.97, 19 /�
INV 79° (N) - 394.38 CGNC. BLOCKING 144' RT., SOUTH It ' 18° CPEP m '� 2' DEDICATION A
INV 78' (W) = 394.08 SHACKLE CAP TO DEADMAN i IE 39485 b N _` �.s.� -•- °e -'
W/ FOUR 314" I INV 8° = 3,34.98 -�-- C_- 1 Im[']`p C4 WEE-1 LAND � ' � '
STEEL
nE RODS I
(i
;.. .
W
WI j
1
a
..... ............................... ....... .............._.
- - -- - - - - - --
.. . ...:. .. .. ........ - - - – —
... ....__._....._ ................. ._.._...
- ... ........... ...:.. r--a
+.z�
o_
_I
a I—
,
�^a
:
N
_. .: F
_.
...... - —
s w
,
a=
gym'
........... ................
: :. .: .. . ; . ; , , . I ` � ;a, » a►M. EX::GRADE A7 .
PAVEMENT
AS-
EX. OF
. GRADE 2
N. to K
!'
II
(TYP -
:- " --
...... .:..:....... ..................:............ .........................
trryp0
4Ei0' , :
i
i
IS"' ST
r
- -- -
I ;
__.. _ . __...... .. .. .... ......... —
....._... - — -- — Lt
— — _ — _ e
_.: . __...... .....: - -_... ...._ -- — —
.. �' EX. 16
..............:...... ...... ........ ....._ ........ .._... - _
18 ST
e3wa
n —
WA .....: ...... . 5 .:. S =.0.0050 0.02511 1 55LV 8 P. d20 rl
3� ..:........ ...:...................._..... ............ ........_ 4�- INV; (8° IN
[ND 186.09.
� ; ; , , .
B' PVC
9° IN [N: s]) 384.97 INV; (e" our [sll =:385.99.
S
- -! EX. SSMH:...: .. ... 11" 20
(
STA.1:3 +22: TSPE:II:48 "0 i '� .......................... .... .............
CiBO
INV .:(O- [sW71 = 3B4 82 �,q��. N
...... . .................. ... :.:.........._......_....... - - --
- .............................. _....... :.............W. ..:_...:...:.. ........ .. ............ RIM .= 393. Q1
INV. t:Z ". (1N ) .. 384.46
[NV_ 12 .(OUT) 384.34 j �23120 1 INV. � B (N E) :384.65; -:s . . 7 . .... ........... 1
13-f00 '� 00: 15 +00 ............................
16 00
I–
Z
Wec
C
rQ
Q
W
Ir•n
v/
W r
d
U t
n
r
n
I
d
w
0
n
OI
n
I
M
z
O
s
EL
00
ro
ro
3
L
rQ
UJ
to
0
ug
Y
a
a
o:
Lu
O
0
O
96 -74
PROJECT NO.
CDG
DRAWN BY
5 -09 -96
ISSUE DATE
6 -25 -97 w
SHEET REVISION ti
z I L % wp.j. 7.1!/!
° PACIFIC E NGINERING DESIGN INS... o civil ENGINEERING AND
REVISIONS : REVSED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND /1 ��
AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND (PLANNING CONSULTANTS
11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW --
CO, � - zJ/z 07
u ', 1
k _
r
E
'.WF ..gyp 4P 6 d.I
III�� j tlil1J. L..u..eeFl� lIl„ 6 . C c� }Y
c'
1 �f41'9 �'/ E
- ttjlj� 3 i''1,P� 4C II `1 f k �r �I
O; _
ti STA. '13 +47, 24 RT N
_
SSMH #1, (TYPE II- 480) - L
LIGHT (TYP.) TO PROVIDE A C
A
0- rL0)
r- STA. 141-75, 25'4T STA. 15 +50, 24' RT. r
1- 16°X10" TEE (FLxFL) SSMH #1A, (TYPE II -480)
1 -70" GA T£ VAL VE (FLxMJ) RIM= 398.50(±)
7 -10" PLUG INV. (8" iN [N]) = 386.09 Q 11
CGNC BLOCKING INV. (8" OUT [S]) = 385.99 Z Z
-- -� -�- -- 0 Z .,
480LF EX 16" WTR (W2213)
® �� a
OWN
RIGHT
3
to
00 O
— 0
I-_- - -- - - - - - -- _- 394:- -
STA. 73403,137 0' RT. I 707.8LF 18' CGNC. N 00'0119° f - - • 235 93 A = 07' 00' 00° R = 1
STA 12465 7 -75'" CAP W /2" TAP I Z. 10.00'
EX GB (TYPE IT 48'x) 7 -2" BL OWOFF ASS'Y p
RIM - 396 55f PER C. O P.. SP 8704 I STA. 13+44.97, 19 /�
INV 79° (N) - 394.38 CGNC. BLOCKING 144' RT., SOUTH It ' 18° CPEP m '� 2' DEDICATION A
INV 78' (W) = 394.08 SHACKLE CAP TO DEADMAN i IE 39485 b N _` �.s.� -•- °e -'
W/ FOUR 314" I INV 8° = 3,34.98 -�-- C_- 1 Im[']`p C4 WEE-1 LAND � ' � '
STEEL
nE RODS I
(i
;.. .
W
WI j
1
a
..... ............................... ....... .............._.
- - -- - - - - - --
.. . ...:. .. .. ........ - - - – —
... ....__._....._ ................. ._.._...
- ... ........... ...:.. r--a
+.z�
o_
_I
a I—
,
�^a
:
N
_. .: F
_.
...... - —
s w
,
a=
gym'
........... ................
: :. .: .. . ; . ; , , . I ` � ;a, » a►M. EX::GRADE A7 .
PAVEMENT
AS-
EX. OF
. GRADE 2
N. to K
!'
II
(TYP -
:- " --
...... .:..:....... ..................:............ .........................
trryp0
4Ei0' , :
i
i
IS"' ST
r
- -- -
I ;
__.. _ . __...... .. .. .... ......... —
....._... - — -- — Lt
— — _ — _ e
_.: . __...... .....: - -_... ...._ -- — —
.. �' EX. 16
..............:...... ...... ........ ....._ ........ .._... - _
18 ST
e3wa
n —
WA .....: ...... . 5 .:. S =.0.0050 0.02511 1 55LV 8 P. d20 rl
3� ..:........ ...:...................._..... ............ ........_ 4�- INV; (8° IN
[ND 186.09.
� ; ; , , .
B' PVC
9° IN [N: s]) 384.97 INV; (e" our [sll =:385.99.
S
- -! EX. SSMH:...: .. ... 11" 20
(
STA.1:3 +22: TSPE:II:48 "0 i '� .......................... .... .............
CiBO
INV .:(O- [sW71 = 3B4 82 �,q��. N
...... . .................. ... :.:.........._......_....... - - --
- .............................. _....... :.............W. ..:_...:...:.. ........ .. ............ RIM .= 393. Q1
INV. t:Z ". (1N ) .. 384.46
[NV_ 12 .(OUT) 384.34 j �23120 1 INV. � B (N E) :384.65; -:s . . 7 . .... ........... 1
13-f00 '� 00: 15 +00 ............................
16 00
I–
Z
Wec
C
rQ
Q
W
Ir•n
v/
W r
d
U t
n
r
n
I
d
w
0
n
OI
n
I
M
z
O
s
EL
00
ro
ro
3
L
rQ
UJ
to
0
ug
Y
a
a
o:
Lu
O
0
O
96 -74
PROJECT NO.
CDG
DRAWN BY
5 -09 -96
ISSUE DATE
6 -25 -97 w
SHEET REVISION ti
z I L % wp.j. 7.1!/!
° PACIFIC E NGINERING DESIGN INS... o civil ENGINEERING AND
REVISIONS : REVSED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND /1 ��
AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND (PLANNING CONSULTANTS
11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW --
CO, � - zJ/z 07
u ', 1
k _
r
E
'.WF ..gyp 4P 6 d.I
III�� j tlil1J. L..u..eeFl� lIl„ 6 . C c� }Y
c'
1 �f41'9 �'/ E
- ttjlj� 3 i''1,P� 4C II `1 f k �r �I
I–
Z
Wec
C
rQ
Q
W
Ir•n
v/
W r
d
U t
n
r
n
I
d
w
0
n
OI
n
I
M
z
O
s
EL
00
ro
ro
3
L
rQ
UJ
to
0
ug
Y
a
a
o:
Lu
O
0
O
96 -74
PROJECT NO.
CDG
DRAWN BY
5 -09 -96
ISSUE DATE
6 -25 -97 w
SHEET REVISION ti
z I L % wp.j. 7.1!/!
° PACIFIC E NGINERING DESIGN INS... o civil ENGINEERING AND
REVISIONS : REVSED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND /1 ��
AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND (PLANNING CONSULTANTS
11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW --
CO, � - zJ/z 07
u ', 1
k _
r
E
'.WF ..gyp 4P 6 d.I
III�� j tlil1J. L..u..eeFl� lIl„ 6 . C c� }Y
c'
1 �f41'9 �'/ E
- ttjlj� 3 i''1,P� 4C II `1 f k �r �I
z I L % wp.j. 7.1!/!
° PACIFIC E NGINERING DESIGN INS... o civil ENGINEERING AND
REVISIONS : REVSED PER SITE PLAN CHANGES REVISED PER SITE PLAN CHANGES :REVISED PER CITY OF RENTON'S :REVISED PER CLIENTS REQUEST AND /1 ��
AND CITY OF RENTON REDLINES AND CITY OF RENTON COMMENTS COMMENTS AND REDLINES CITY OF RENTONS COMMENTS AND (PLANNING CONSULTANTS
11 -13 -96 LEL AND REDLINES 05 -16 -97 DJW 6 -11 -97 DJW REDLINES. 6 -25-97 DJW --
CO, � - zJ/z 07
u ', 1
k _
r
E
'.WF ..gyp 4P 6 d.I
III�� j tlil1J. L..u..eeFl� lIl„ 6 . C c� }Y
c'
1 �f41'9 �'/ E
- ttjlj� 3 i''1,P� 4C II `1 f k �r �I