HomeMy WebLinkAboutzS-0708SetDEPARTMENI OF NATURAL RESOURCES
WASTEWATER TREATMENT DIVISION
J.4NUARY 1998
AS-BUILT DRAWING DEC, 2000
U IRS
cr'd Associcted rr
5
4
3
2
U u G N
5
4
3
2
1
d u t G H
5
4
3
2
A 8 C n P I
M
03
lj
C-)
NOTE:
IF SCHEDULE A WORK IS COMPLETED BEFORE
'SCHEDULE B, EXISTING STORM OUTFALLS WILL NEED
TO BE BYPASSED UNTIL THEY ARE CONNECTED TO
SCHEDU E B BOEING OUTFALL INTERCEPTOR,
Record Drawing12/00
These drawings have been
TOPOGRAPHIC INFORMATION IS DERIVED FROM AN
N
AERIAL SURVEY CO DUC7ED ON 2/5/93. SOME
modified to conform with
CA LI 2
DAYS
FALL
information provided by the
NGS
CHANGED.THE CONTRACTOR IS RESPONSIBLE To BE
FAMILIAR
contractor. See original file
lj
C-)
NOTE:
IF SCHEDULE A WORK IS COMPLETED BEFORE
'SCHEDULE B, EXISTING STORM OUTFALLS WILL NEED
TO BE BYPASSED UNTIL THEY ARE CONNECTED TO
SCHEDU E B BOEING OUTFALL INTERCEPTOR,
SEA LEVEL 1929 USC & RE
(ADJUSTED LAN .1998
947) KUD jG BRYN MAWR SYSTEM IMPROVEMENTS
GARRY STRUTHERS AssoaATES, INC. SCHEDULE A T- �NO
3150 Richards Road, Suite 100 DRAWN SCALE
Bel'evue, WA 98005-446 CGH H- 1" - 20'
Phone: (425) 519-0300 1 N�EO.M.INDED,� V� - 5'
REVISED PER RECORD DRAWING MARKUPS MKW N-00 P PLAN & PROFILE 6AW1 13110
Fax: (425) 519-0309
-'
CONFORMED EGH 2/98
le- 42&1�eamj�-cONI, —NO: King County STA 10+00 TO C1 03
N.. REVISION BY APP'D! DATE COORDINATES & BEARINGS ARE APPROVED:
I I C73130C STA 14+03.86 i �SHEET �10 �01
BASED ON WASHNGTON CO- e,� �� 1
ORDINATE SYSTEM NORTH ZONE
V V V V
I I V L r a H
Record Drawing12/00
These drawings have been
TOPOGRAPHIC INFORMATION IS DERIVED FROM AN
N
AERIAL SURVEY CO DUC7ED ON 2/5/93. SOME
modified to conform with
CA LI 2
DAYS
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE
information provided by the
CHANGED.THE CONTRACTOR IS RESPONSIBLE To BE
FAMILIAR
contractor. See original file
BEFORE
YOU DIG
WITH THE CURRENT SITE CONDITIONS.
i copies for engineer's
I
1 —800-424-55551
10+00
-4-00
124-00
1 professional sea!
13+00
14+00
+
<
ID
30
J0 En +
30
Z L� o-
Of
M 00
25
C14
ui
2
n4
7[111G GROUND
XtS
--- --- ------
PIPE CENTERLINE
�AT
— — — —
— — — — — — — — — — -- — —
— —
S� 0o
20
20
<
15
- --- --- ------ -----
115
00
10
io
z
.. . ....... ... .. ......
00
0
<
L
36" SS {GONG) : @ S=0.991z� FT/FT
p
0
<
5
5=-0.0008
0. (499-99- METRO DATUM)
& 86
ui
0 0
(4-99-44- METRO, DATU
5
108.136
0
0
-
ASEMAP:
ELEVATION 0 EQUALS MEANS 7
I DESIGNED:
1 I
CHECKED:
1
T DATE:
1 DEPARTMENT OF NATURAL RESOURCES
SEA LEVEL 1929 USC & RE
(ADJUSTED LAN .1998
947) KUD jG BRYN MAWR SYSTEM IMPROVEMENTS
GARRY STRUTHERS AssoaATES, INC. SCHEDULE A T- �NO
3150 Richards Road, Suite 100 DRAWN SCALE
Bel'evue, WA 98005-446 CGH H- 1" - 20'
Phone: (425) 519-0300 1 N�EO.M.INDED,� V� - 5'
REVISED PER RECORD DRAWING MARKUPS MKW N-00 P PLAN & PROFILE 6AW1 13110
Fax: (425) 519-0309
-'
CONFORMED EGH 2/98
le- 42&1�eamj�-cONI, —NO: King County STA 10+00 TO C1 03
N.. REVISION BY APP'D! DATE COORDINATES & BEARINGS ARE APPROVED:
I I C73130C STA 14+03.86 i �SHEET �10 �01
BASED ON WASHNGTON CO- e,� �� 1
ORDINATE SYSTEM NORTH ZONE
V V V V
I I V L r a H
a a ti u
5
4
3
2
1
I u u t F G H
A o o u r
:
3
z
/
N. POWER AND pxows
�-D /w ABAwoowso GAS
6" STIEEL WRAPPED ABANDONED
GAS umm. POWER AND pxowc
/wsTAuco IN Aa^moowso GAS www.
\
REMOVE EXIST NG 27"SS' (GOING)
rn
REFER TO-
DRAWING "C122 EDuLE 8
OVERHILAO POWER AN,/-
~�|
iELEPHONE ABANDONED --
--- --=>|
TOPOGRAPHIC INFORMATION /s DERIVED FROM AN NOTE:
Asm/� sunVEx CnwourrED ON /p SCHEDULE
| � Woxn IS COMPLETED BEFORE
onouwo AND on TOPOGRAPHIC rcxruncs MAY HAVE SCHEDULE o cmsnwo STORM nurmL� WILL
wsco
cxmvocn�r*c CONTRACTOR /s RESPONSIBLE ro os ro ns an,�bsco
uwnL THEY xnscowwsono TO
/ pxw/uAn */r* THE cunxcwr SITE Cowomows. scxsouLE a aocwo ouTrxn /wn,eorprnx
^ " c o c r o *
5
4
3
2
n t u G N
5
4
3
2
1
A c.3 r. ` F
i
0
T
i
_
! '' f I
STA 29+06-6 -
N 184009.20
E 1299288.2 _
MH R01-40
n� f
6
r— a z
1
SEE,
6 STEEL WRAPPED GAS MAIN .
CAPPED AND ABANDONED AT 11 1 11
N 6TH-STREET. CQNTACT P GET
SOUND ENERGY FOR THE EXACT
LOCA'N 'NE
G CAP_
REMOVE EXISTING 27 "SS (CONC)-
AND MANHOLES AND REPLACE
WITH 36' SS AND MANHOLES
��
`
00
30-Foo
31 +00
32 +00
W
Z
U �
I
a
_.. \_R03N8 1138TMER0 uA MG 4NN CT10N $�
TRAN1STION MANHOLE CHANNFL)TO NEW 36 SS
INVERT ELEVATION 11 38 (111,38 METRO DA; UM)
L
BOc NG CB-1,1'
SCHEDULE
T B
S A 119+78.73
BOEING NORM
OUTRALL 'CNT "cRCEPTOR,
SCHEDULE B DRAWINGS.
FLOW METER CONDUT
_ _
Q
_
0
33 +00
I a u u E G H
5
3
2
-PROTECT I
REMOVE E�S'ING 27" SS (CONC)
AND MANHOLES AND REPLACE
WITH 36" SS AND MANHOLES.
MONITORING
STA 35+92.7
WELL
STA 34+25.2
E-1 29 s9
DAYS
N 184515.09
ID
S�Rl, �3E3 i 69.8w� UPSTREAM
STA 38+95.91 DOWNSTREAM
s
E 12991711.560
SE'EQ S 38+73.�'
TA
MH R01-411
N 184951 48 '
You D 1 G
MH R01-41A E 129907�.681
FLOW METER
(D
H 1
'
CONSOLE
0
- I
SEE
STA 34-' 34, 42
185412,53
E 1299129.22
SEE,
fYi
STA 34-4-315.0
N 184524.92
E 1-299169A
Pi
METERI
SEE
REMOVE E�S'ING 27" SS (CONC)
AND MANHOLES AND REPLACE
WITH 36" SS AND MANHOLES.
REFER TO DRAWING C123
CONNECT 271
---
TO NEW MAN
BOEING CB-13
SCHEDULE 8 REMOVE EXIS
STA -127+60.85
A�Q. REPLACE
SEE SHEET C
TOPOGRAPHiC INFORMATION !S DERIVED FROM AN
NOTE:
STA 35+92.7
--4 184953.94
1
E-1 29 s9
DAYS
0 MH R01-418
ID
S�Rl, �3E3 i 69.8w� UPSTREAM
STA 38+95.91 DOWNSTREAM
s
In
SE'EQ S 38+73.�'
TA
J---�STA 38+92.7
N 184951 48 '
You D 1 G
MH R01-41A E 129907�.681
SCHEDULE
LE B BOEING OUTFALL INTERCEPTOR.
r)
REFER TO DRAWING C123
CONNECT 271
---
TO NEW MAN
BOEING CB-13
SCHEDULE 8 REMOVE EXIS
STA -127+60.85
A�Q. REPLACE
SEE SHEET C
TOPOGRAPHiC INFORMATION !S DERIVED FROM AN
NOTE:
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME
F: SCHEDULE A WORK IS COMPLETED BEFORE
CAL_ I 2
DAYS
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE
SCHEDULE B, EXISTING STORM OUTFALLS WILL NEED
CHANGED.THE CONTRACTOR 15 RESPONSIBLE TO BE
TO BE BYPASSED UNTIL THEY ARECONNECTED TO
EFORE
You D 1 G
FAMILIAR WITH THE CURRENT SITE CONSIT!
a
SCHEDULE
LE B BOEING OUTFALL INTERCEPTOR.
r)
A - A - - - -
I u
4
3
2
1
., I u H
X
0
MICROTUNNEUNG RETRIEVAL GEL"
CONTRACTOR TO LOCATION Or— LOCATION OF STA 45+62
RESTORE EXOTiNG EXISTING PILES. _�ut�NPC'RR�SfAIN 1144" MANHOLE (ABANDONED)
RR GATION SYSTEM 'l DEPTH UNCERTAIN
(NOT SHOWN) CONTRACTOR MAY CONTRACT RIM El = 12.0
LOCATION OF R PILES REMOVE PILES IF ;N REMOVE FTE IF IN
/BORE PIT CONFLICT VY TUNNEL, CONFLICT W/ TUNNEL. ABANDONED
CONTRACTOR TO FREEZE PIPE
PROTECT TREES. 46+00 471 00
1 — —
— � - . 1 2 1 JAN. 1998
{ADJUSTED 1947) 1 i BRYN MAWR SYSTEM IMPROVEMENTS
Ki JG
CARRY STRUTHERS ASSOCIATES, INC.
3150 R I icha STRUT HERS Ro d, Suite 100 DRAWN: SCALE: , SCHEDULEA F'E No:
REVISED PER RECORD DRAWNG MARKUPS
MKW 12-00 a
Bellevue, WA 98005-4446 DATUM UGH H: 1 20'
_&2
WORK DIPECTIVE SLOPE CHANGE VMS 6/98 Phone: (425) 519-0300 RECOMMENDED: — V: 1 5, PLAN & PROFILE
* i DRAWING NO:
CON KjD Fax: (425) 519-0309 i
_2_ ve- 2,1
ADDENDUM NO. 2 — CONFORMED /_98 CONTRAC7 NO. King County STA 42+65.94 TO C1 10
No. REVISION APPROVED:
BY APP'D DA— COORDNATES BEARINGS ARE _SHEET N0: OF
p
�'SED ON WASHINGTON CD- C7,31 30C
ORDINATE SYSTEM NORTH ZONE
E STA 47+00
r G H
A a c " . -
0
[]
|
� -�| ^.
�
|
<|
' |
k7.
474
Record Drawin212/001'
'hese cl,aw'ngs have been
rc(Dd�fled to conform with
i nformation provided by the
controctor. See origina! file
professional seal.
i I JAN 1998
ADJUSTED 3
KJD JG SYSTEM IMPROVEMENTS
SCALE I
M K W 3150 Richards Road, Suite 100' LE No
I REViSED PER RECORD l MARKUPS 12-00 Beiievue, WA 98005-4446 CGH H: 1 20'
2 WORK DIRECTIVE SLOPE CHANGE VMS 6/98 Phone: (425) 519-03(
-RECOMMENDED: PLAN & PROFILE FW
CONTRACT NO King County
BASED ON WASH.NGTDN CO- C731 30C
FSHEET NO OF
^ . ° x
.
.
@ EL
Ljj
ALL JOINTS SHALL BE RESTRAINED
FLEXIBLE JOINTS BETWEEN
+
1
STA 50+94 AND STA 51+60.
CN
ABANDON SHE ET/
JOINT RITINGS INSTALLED)
LOC
LOCATION -OE,
PF
49+00
50+00 5 0
52 00
(Z�,CARRIER PIPE DJ)
ABANDON SHEET PILE BELOW
a EL 4.60
i I JAN 1998
ADJUSTED 3
KJD JG SYSTEM IMPROVEMENTS
SCALE I
M K W 3150 Richards Road, Suite 100' LE No
I REViSED PER RECORD l MARKUPS 12-00 Beiievue, WA 98005-4446 CGH H: 1 20'
2 WORK DIRECTIVE SLOPE CHANGE VMS 6/98 Phone: (425) 519-03(
-RECOMMENDED: PLAN & PROFILE FW
CONTRACT NO King County
BASED ON WASH.NGTDN CO- C731 30C
FSHEET NO OF
^ . ° x
PIPE INVERT
@ EL
Ljj
1
PAIR A218
L-6.50
4.8'W
ABANDON SHE ET/
LOC
LOCATION -OE,
PF
PIPE INVERT
a EL 4.60
TOPOGRAPHIC INFORMATION IS DERIVED FROM AN
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE
I
CHANGEDTHE CONTRACTOR IS RESPONSIBLE TO BE
�AIVILIAP
BEFORE
YOU
DIG
WITH THE CURRENT SITE CONDITIONS.
MIGROTUNNEL
AT PIPE CENTERILINE
Ln
10
01
0
Li
5
0105.1 METRO ISATUM)
THRUST BLOCK IN
<
ABANDO N SHEET PILE
—10
(94.00
METRO DAIUM)
BELOW PIPE L,
0
ON LEVEL
i I JAN 1998
ADJUSTED 3
KJD JG SYSTEM IMPROVEMENTS
SCALE I
M K W 3150 Richards Road, Suite 100' LE No
I REViSED PER RECORD l MARKUPS 12-00 Beiievue, WA 98005-4446 CGH H: 1 20'
2 WORK DIRECTIVE SLOPE CHANGE VMS 6/98 Phone: (425) 519-03(
-RECOMMENDED: PLAN & PROFILE FW
CONTRACT NO King County
BASED ON WASH.NGTDN CO- C731 30C
FSHEET NO OF
^ . ° x
A 8 ` I I I
TOPOGRAPHIC INFORMATION IS DERIVED FROM AN
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE
CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE
FAMILIAR WITH THE CURRENT SITE CONDITIONS.
30
I
0
/3\
52+00
0i
01'''"',
NJLn
REVISED PER RECORD DRAW;NG MARKUPS
CHANGE OF SLOPE: STA 53+34 TO STA 59+15
WORK DIRECTIVE SLOPE CHANGE
CONFORMED
REVISION
KWI 112-00 1
MS 9/9
Ms 6/98
GH 2/98
By 1APP'D1 DATE 1
>
Z
53+00 54+00
36" CA
UNDER
FILL AR
— _C
EXISTING GROUND
AT PIPE CENTERI;NF
55+00
CAL! 2 DAYS
it BEFORE YOU DIG 1
- 800 - 424 -5555 1
56+00
!Record Drawing12/061
These drawings have been
modified to conform with
information provided by the
contractor. tractor. See original file
copies for engineer's
--------------
professional =eal. !
Cn
Li
MAINTAIN MIN. 2 Ft
0 CON jRACTOR TO VERIFY EXISTANG RIPE
Cj - EARANCE. BACKfcILL WITH
CDF TO El 1 1.0 (111.0
25
ViETI RO RAO UIM) 2' -BOTH
Q0
SIDES OF BOX CCU LVERT
Ln
24" 55
-----------
REVISED PER RECORD DRAW;NG MARKUPS
CHANGE OF SLOPE: STA 53+34 TO STA 59+15
WORK DIRECTIVE SLOPE CHANGE
CONFORMED
REVISION
KWI 112-00 1
MS 9/9
Ms 6/98
GH 2/98
By 1APP'D1 DATE 1
>
Z
53+00 54+00
36" CA
UNDER
FILL AR
— _C
EXISTING GROUND
AT PIPE CENTERI;NF
55+00
CAL! 2 DAYS
it BEFORE YOU DIG 1
- 800 - 424 -5555 1
56+00
!Record Drawing12/061
These drawings have been
modified to conform with
information provided by the
contractor. tractor. See original file
copies for engineer's
--------------
professional =eal. !
GARRY STRUTHERS ASSOCIATES, INC.
3150 Richards Road, Suite 100
Be!Ievue, WA 9 8005-4446
1CGH
Phone: (425) 519-0300 RECOMMENDED.
Fax: (425) 519-0309 ile.
cc
COORDINATES & BEARINGS ARE APPROVED:
BASED ON WASH IN
GTON CO-
ORDINATE SYSTEM NORTH ZONE
t G H
30
NOTE-
10
0 CON jRACTOR TO VERIFY EXISTANG RIPE
INVERTS PRIOR TO CONSTRUCTING 24" SO
25
Q0
Ln
20
F�
Li
15
GARRY STRUTHERS ASSOCIATES, INC.
3150 Richards Road, Suite 100
Be!Ievue, WA 9 8005-4446
1CGH
Phone: (425) 519-0300 RECOMMENDED.
Fax: (425) 519-0309 ile.
cc
COORDINATES & BEARINGS ARE APPROVED:
BASED ON WASH IN
GTON CO-
ORDINATE SYSTEM NORTH ZONE
t G H
5
4
3
2
1
A _.B n c
G H
STA 1 +9199
N 185691.39 72" MH f
E 1297798.08 �STAA \0 +57.5
R!M ° 21 OE . N 185926.40 ,
,t NW 14,88 -� E 1297535.4
E SE 14 -98 RESTRAINED i EXIBL j&NT,S T4 BE
�• 'moo" 00
USED A MINIMUM OF 20 FEET ON f �
EACH SID O THESE FITTINGS. 6rk /
22 1 2' BEND (FLR)
{ STA 56+18.79
N ' 85693.56
Q�
E
1297802.61
RIM- .1 EX,DSTt CONSTRUCTION BRN MAWWR
NOME ?G BE N 1 t 44. H-
J
RELOCATED M
f � � .97526 -' 0 >Y . STA 61 t-'J8.1 4 f r
BY 0 HERS.; S'' f MH D 48° MH N 85943._5
STA 3 +03.69 & 329748777 / f
N 185799.50 f ' - -��- s�a�.5
G E ��E
E 1297772.49 �/ O NEX(ST'NG MAN 0L
4-
C
c� _ = 9'2- 'vt-+-- --
UJ�
RIM, 20.98
T
16 SE x.4.45 - 6Q
.E NW 14.35 -
r ' ' - e-- fi�'?�-
- f V �E W 14.45 ABANDONED / T FLOW METER VAULT
_j STA 58 +70.00 DOWNSTREAM
=
f. s� 68TH- STA 60t2855 f f
/f 4� c acz N 185922.11
STA 58 +75.74 UPSTREAM
�� x f� -f-= HE9i6� G' -,PIPE CJC E 297534.
S,. N 185914.27
-
j� 1297718.80
C� / VERT 11-1/4' 1 '� SIPHON INLET
��<G BEND PLR -' / - STRUCTURE
/ % sr 58- STA 59,-83.94/
/ \\ STA 58 +62.5 ! '
.S 't -45s 9i fi 56- N 1859.3153
N 185914.04 - E Hz9 629 r POPE C L E 1297 07_68
BM E 129I�T2629 � - � % SEE to
�` P W SHINER na /
2 FT SPOOL
/ E 78 ,20_453
s f
E 1298 "7994 �x x PE � � c77s DETAILED
EL 17.52 0 (TIED ) � ti `� �SEE, �OR �DETA:
T� ND a 2 SPOOL �'" / u 517E P AN'{ F THIS AREA i
LOCATED BEYOND
ZZ
1 HEEL BOUNDARY F,LO x FLR)
BEHIND RESTAURANT) RESTRAINED FLEXIBLE JOINTS TO BE
USED A MINIMUM OF 18 FEET -ON EAGN
)J f' SIDE OF SA 58 +31.35 FITTING. r
ti RESTRAINED, P JOINTS i0 BE w
45 REND FCR�
USED A =Mi . UM 0 18' )FEET ON
- STA 58 +T1 35 EACH "S7E TF STA 58 -58,24 FIT iNG-
Record Dra�wing12�00 N ',859004 22-1/2' BEND _-1 x1/4° BEND /
These drawings have been E 1291753.68 FEG x FIG _ FLG x FLG f
modified to conform with ; STA 58 +56 :40 ' STA 58 +58.24
TOPOGRAPHIC INFORMATION IS DERIVED FROM AN n ormat'on provided by the N 185913.57 N 185913.92 i
c
contractor, gee or, final file 1297732.36 // / E 1297730.55 /%/ f�
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME 9 E / / � �' `��j
GROUND AND OR TOPOGRAPHC FEATURES MAY HAVE copies for engineers ��
CHANGED.THE CONTRACTOR is' RESPONSIBL TG BE professional seal. YOU
FAMiLAR WITH THE CURRENT SITE CONDITIONS. -- ������ ����I
56-00 57 +00 58+00 50 +00 60+00 61+00
-�
�� L W
s ED a- co �, Oo
Lit (D
}'
v7 L7..� 1 imp ELI .. .. Z J LI U) Ln to In Li > U)
30 -
+ Boa 0 Lo
30
i_n cc
25 �5
.. ..L.l.
n Go . - -. :.:.. 2 5
(126.07 METRO
EXISTING GROUND E DA UrA)
inA° PIPE CENTERLINE
f 24' ss CDr1c 24" 55 (6CONG1
20 - _ - _ °�
(125,52 METRO__DAfUM� J INV
N
0 009
_ S 0 009 FT/
ft25.57 METRO
:z :. _ ! _ I : hOV1 (12552 METRO .z :. S=0_00
Lix
_ _ _ _ CZ OC
1 C
�- 24" SS (Df} Q S= 6:0086 FT/ T �i J =�z o
�r�o� �� U
d i BACKFIL AND BEDq NG OF UL�N� u~ z Q
1 C �L 15'SS SHALL HE CDF. dvi Qn �� o �a
_ -. , >_ o _ . _ _:. 10
�R
- �-
STA 59 +17 zaZ L
Y„ - i - - - -- ,_1/4` VERTICAL
BEND (FLR) ¢
5 .NV 76.0 ~n u,Q� S
j BASEMAP DESIGNED: CHECKED: I DATE'
ELEVATION o EQUALS MEANS ( DEPARTMENT OF NATURAL RESOURCES
SEA LEVEL 7929 USC & DO
{ADJUSTED 194) j =x,10 �JG BRYN MAWR SYSTEM IMPROVEMENTS JAN. 1998
REVISED PER RECORD DRAWING MARKUPS MKW i2 -00 G.ARRY STRUTHERS ASSOCIATES, INC.
3150 Richards Road, Spite 100 DRAWN: SCALE; SCHEDULE A N a:
3 CHANGE OF SLOPE: STA 53 -34 TO STA 59+15 VMS 9/98
Bellevue, WA 98005 -4446 PLAN 8c PROFILE
' DA7UM 004 _ H: 1 - 20'
2 CHANGE AT STA 58+45 VMS 6f98 Phone: (425 51.9 -0300 i ! RECOMMENDED.
t V: 1 5' DRAWING NO'
1\ ADDENDUM NO. 1 & 2 CONFORMED ICGH KJD 2/98 + Fax: (425) 519 -0309 ! #
LE: -eaNTRAc_, N6 King County ; STA 5 6 + 0 0 TO C 1 13
REVISION BY 'APP'D DATE , I
COORDINATES & BEARINGS ARE APPROVED: � i
EASED E SYSTEM WASHINGTON CO- 0731300 STA 61+09.71 - SHEEr ND. DF
DRDiNATE SYS ?EN NOrZ�H ZONE
I I G H
D F P I
!Record Drawina12Z00
These drawings have been
I
modified to conform with I
information provided by the i
contractor. See origind file
i copies for engineer's
professional seal. i
L
A 6 C n r I I
SITE PLAN: SIPHON INLET STRUCTURE
SCALE: I 10'
!!Record Drawingl2/00
These drowings have been
modified to conform with
information provided by the
contractor. See original file
i copies for engineers
professional seal.
MANHOLE
N 185311.686 C A LL 2 DAYS 0 0
, 0 z
-1 12989943.507 0
F 1- j
"RE YOU DIG —0
1 1 -800-424-55551i
TOPOGRAPHIC INFORMATION is DERIVED FROM AN j ON a
i E P� I
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME S!
. AN: S PHON 0 U T L ET
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE ..... .... .
U
CHANGED.THEEE CONTRACTOR RACTOR is RESPONSIBLE TO BE SCALE: 1 10'
FAMILIAR WITH THE CURRENT & TE CONDITIONS.
BASEMAP: D15IGNED: CHECKED: DATE,
i TU
ELEVATi N 0 EQUALS MEANS DEPARTMENT OF HAI RAL RESOURCES
0
SEA LEVEL 1929 USE & SO i
(ADJUST�D t947) JAN. 1998
KJD 1 jG BRYN MAWR SYSTEM IMPROVEMENTS i
GARRY S`RUT ERE ASSOCIATES, 'INC.
3150 Richards Road, Suite 100 SCHEDULE
Bellevue, WA 98005-4446 DATUra CGH
i �.
REVISED PER RECORD DRAWING MARKUPS MKW 1112-00 Phone: (425) 519-0300 RECOMMENDED = 1 C), SITE PLANS:
PAWN. No
KJD�
DATE ADDENDUM NQ 1 & 2 — CONFORMED !CGH ' KJD 2/98 Fax (425) 519-0309
King County
u Co PACT No: I
SIPHON OUTLET C 115
BY IAPP'D: DIA�ITT COORDINATES & 9 INGS ARE APPROVED:
I �IE-- �N.OF
No. REVISION BASED ON WA510 C7,31 ,30C
ZONE
ORDNATE SYSTEM GNTOGNOUCO 1 SIPHON INLET STRUCTURES
V V V V V I V
G H
5
4
3
f
3
C)
10
e�
N d u U L F G H
5
4
3
2
m
Et 78,60 ;118.60 METRO DATUM),
Ppn\/inF W FT
.. .` y..
NSTR�UC
O
NEW DITCH
0
Y`j _- 9j3
o
STA 1�4 +38.48 31.38' R
0� d E 9.60 (1 19 60 METRO DATUt)
_ -
- -- o
1
TOPOGRAPHIC INFORMATION- IS QERFVED FROM AN
J
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME BEFORE YC U D G I',• N z
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE :. <
CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE
—800-42 4 —� 5
FAMILIAR WITH THE CURRENT SITE CONDITIONS.
BAHIAN : I i DESIGNED: CHECKED: I : DATE,
ELEVAPON 0 EQUALS MEANS DEPARTMENT OF NATURAL RESOURCES
sEA LEVEL ,sze use & Gs ( JAN. 1998
T T T AD us ED 1saz) K D j JG BRYN MAWR
SYSTEM IMPROVEMENTS
c
GARRY .RU,HERS ASSOCIATES, !NC. �
3150 Richards Road, Suite 00 DRawN: scnyE:
SCHEDULE A �E No
BP one: (4 98005 -4446 DATUM CGH T. E.S.C. AND
REVISED PER RECORD DRAWING MARKUPS MKW' ?12 -00 � Phone; (425) 519 -0300 ! ( RECOMMENDED: H: 1" = 20' � � DRAWING No:
CONFORMED CCH 2i 98 Fax: (425) 5 19 -0309 ( ie CONTRACT NO King County RESTORATION PLAN C121
I WORD BATES & BEARINGS ARE ' APPROVED:
No, REVISION �Y kPF'D- DATE ;BASED oN wnsHlNCroN cD-
G73 ?3DC STA 10 +00 — STA 19 +00 sHEEr " °' OF
'ORDINATE SYS?EA1 NPR!H ZDNE
I o G - G H
Lr,l
a
,
Q
LIMITS OF CONSTRUCTION
F__
ALONG EXIST N CURB /EDGE
G(TYPICAL)
PROPERTY ENE
_
BOEING A_CFSS
-
e
(J�
NOTES:_
t} PROVIDE DE STRAW BALE CHECK DAMS
PROVIDE STORM DRAIN
NLET PROTECTION DURING
�
�f
AS FE=RF BY rkJE- -F-NGINEER -- -
ONS R_C!ION.
DURING CONSTRUCTION.-
_CGNISTRU_CTK)N_
-
= � J
_
_
2' REPLACE CURBS DAMAGED DUR NG T
CONSTRUCTION, SEF�
Record DraWin�12��0
�3a
3), INSTALL,, ASPHALT TRENCH PATCH
��
'. °
These drawings have been
OVER INSTALLED PIPES, SEE is _.
" -
modified to con with
�!-
)
i information provided by the
4) LIMITS OF GONSTRUCTfON A:RE- AS
INDICATED AND /OR W'`H,N CITY
_ �
i
contractor. See original fire
RIGHT AS
�
copies for engineer's
-OF -WAY SHOWN.
�
professional seal.
CD
Et 78,60 ;118.60 METRO DATUM),
Ppn\/inF W FT
.. .` y..
NSTR�UC
O
NEW DITCH
0
Y`j _- 9j3
o
STA 1�4 +38.48 31.38' R
0� d E 9.60 (1 19 60 METRO DATUt)
_ -
- -- o
1
TOPOGRAPHIC INFORMATION- IS QERFVED FROM AN
J
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME BEFORE YC U D G I',• N z
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE :. <
CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE
—800-42 4 —� 5
FAMILIAR WITH THE CURRENT SITE CONDITIONS.
BAHIAN : I i DESIGNED: CHECKED: I : DATE,
ELEVAPON 0 EQUALS MEANS DEPARTMENT OF NATURAL RESOURCES
sEA LEVEL ,sze use & Gs ( JAN. 1998
T T T AD us ED 1saz) K D j JG BRYN MAWR
SYSTEM IMPROVEMENTS
c
GARRY .RU,HERS ASSOCIATES, !NC. �
3150 Richards Road, Suite 00 DRawN: scnyE:
SCHEDULE A �E No
BP one: (4 98005 -4446 DATUM CGH T. E.S.C. AND
REVISED PER RECORD DRAWING MARKUPS MKW' ?12 -00 � Phone; (425) 519 -0300 ! ( RECOMMENDED: H: 1" = 20' � � DRAWING No:
CONFORMED CCH 2i 98 Fax: (425) 5 19 -0309 ( ie CONTRACT NO King County RESTORATION PLAN C121
I WORD BATES & BEARINGS ARE ' APPROVED:
No, REVISION �Y kPF'D- DATE ;BASED oN wnsHlNCroN cD-
G73 ?3DC STA 10 +00 — STA 19 +00 sHEEr " °' OF
'ORDINATE SYS?EA1 NPR!H ZDNE
I o G - G H
INSTALL TEMPORARY FENCING
Q
LIMITS OF CONSTRUCTION
F__
ALONG EXIST N CURB /EDGE
G(TYPICAL)
cn
0 PAVEMENT
_
Et 78,60 ;118.60 METRO DATUM),
Ppn\/inF W FT
.. .` y..
NSTR�UC
O
NEW DITCH
0
Y`j _- 9j3
o
STA 1�4 +38.48 31.38' R
0� d E 9.60 (1 19 60 METRO DATUt)
_ -
- -- o
1
TOPOGRAPHIC INFORMATION- IS QERFVED FROM AN
J
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME BEFORE YC U D G I',• N z
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE :. <
CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE
—800-42 4 —� 5
FAMILIAR WITH THE CURRENT SITE CONDITIONS.
BAHIAN : I i DESIGNED: CHECKED: I : DATE,
ELEVAPON 0 EQUALS MEANS DEPARTMENT OF NATURAL RESOURCES
sEA LEVEL ,sze use & Gs ( JAN. 1998
T T T AD us ED 1saz) K D j JG BRYN MAWR
SYSTEM IMPROVEMENTS
c
GARRY .RU,HERS ASSOCIATES, !NC. �
3150 Richards Road, Suite 00 DRawN: scnyE:
SCHEDULE A �E No
BP one: (4 98005 -4446 DATUM CGH T. E.S.C. AND
REVISED PER RECORD DRAWING MARKUPS MKW' ?12 -00 � Phone; (425) 519 -0300 ! ( RECOMMENDED: H: 1" = 20' � � DRAWING No:
CONFORMED CCH 2i 98 Fax: (425) 5 19 -0309 ( ie CONTRACT NO King County RESTORATION PLAN C121
I WORD BATES & BEARINGS ARE ' APPROVED:
No, REVISION �Y kPF'D- DATE ;BASED oN wnsHlNCroN cD-
G73 ?3DC STA 10 +00 — STA 19 +00 sHEEr " °' OF
'ORDINATE SYS?EA1 NPR!H ZDNE
I o G - G H
H 9 4 7 1 1
A A A A A A
3NOZ H uo
ll�ON hMSkS IVN
VM NO 03SVS
00+6Z ViS — 00+6L ViS T le
38V So liva Gxjdvl ON
�03AONddV
�JunO3 OUT
ON lo" Nozl
60£0-615 (gzb) :XD H001 (13�N60-JNOO
NV�d NOUV�JOiSl�l wnlva 9"t-90096 vm '@nA@HGO
00, qj!nS `pDod spmqoj�j ogt2
V :mCIIH3S i
O� :H 00�0-6LS (9Z�)
I �( I IXI.
GNV
- — - - - - - SiN3AIAO�JdM �N3iS�,S �jMVV� N),�J9 "IN 1 'S3iVC0SSV Sd]Hin iS ),�jdvo
e66� 'NV. so so y osn 6Z6s IIAT S
s]o�jnosicj -IV�Jri, .;VN AO iNlAli c�Vd]G sw2N sivnoi o ,,,,,Av,-'13
liva 03k03H0 I
SNOW0NO3 3115 1N38am 3Hi Hilm dvnllNv-i
,,-002—
38 01 3181SNOdS36 Sl 6Oi0V8iNO3 3Hi (139NVH3
3AVH ),VVI S38n1V33 D[HdVdE)OdOi 80 (INV (]Nnoao
'5�6/9/Z NO (131on(IN03 A3Adns IVIH3V
1� 0
0/ ci n 6)., 1 (
3NOS
NV NOd-i (13APAG Sl NOliVY1�10JN1 OlHdV890.10i
0 7
amm - -- - -------
- - - ---- HSitO -
0 NOlion6iSNOO ON GIIS J0 COS
0
03801S]24
FTI H0ilG M3N
i otl,eM Ot
cr 9 '0.97
3A -0L 8l l) OL 8l V3
id Zl 'O't6+ZZ ViS
Das Djo�ssG;ojd
S Ja @U;BUG j�o4 s@idoo
@ll; pu!bu 0 GGS -jo}oc)j}uoo
au{ Xq P'aP!AOad U0jjDWJ0jU�
WJ04UOO 01 PG!�!PONJ
I I H v
z
9
5
4
3
2
A <.5 r n T
DRAIN NLE-
PROTECTION DURING
CONSTRUCTON
NEW DITCH u
DITCH
RED S A 31 +53.25,',1
t EL 18.'0
(11&10 METRO I
w
A ®
z
l
1
01
+I
e
CN
DELETE INLET
AND P PE
' MH RQ
NSTALL 72 L=
_Q I r
NSTAIAL TEMPORARY FE[dCJNB
-
—
°
STA-- 33- +19 42 ;
RTINV= "17.81
+�
ALONG EXISTING CURB�EDGE
{ 1 T7 &1 METRO DATUM—)-
OF PAVEMENT (;YPICA_)
DRAIN NLE-
PROTECTION DURING
CONSTRUCTON
NEW DITCH u
DITCH
RED S A 31 +53.25,',1
t EL 18.'0
(11&10 METRO I
w
A ®
z
A
�o
to
I
NSTALL 72 L=
NSTAIAL TEMPORARY FE[dCJNB
-
—
LIMITS OF CONSTRUCTI'N _
STA-- 33- +19 42 ;
RTINV= "17.81
+�
ALONG EXISTING CURB�EDGE
{ 1 T7 &1 METRO DATUM—)-
OF PAVEMENT (;YPICA_)
....... ...
,11-T, P
}
INV = 17.67
(1.17.62
.
340+3 '- ..
.... .... ,33 -,Qt1 .....,.... ,._ ... ............. �
1
r
MH R0�y.,4i
{
NOTES:
1) PROVIDE STRAW BALE CHECK DAMS
AS REQUIRED BY THE ENGINEER
DURING CONSTRUCTION.
2) REPLACE CURBS DAMAGED DURING
CONSTRUCTION, SEE 1 `
3) iNSTALL ASPHALT TRENCH PATQI-
OVER INSTALLED PIPES, SEE m
OF OONSTR AND /ORUWTHIN CiTy
AS
RIGHT—OF SHOWN.
DELETE INLET pF°T
AND PIPE RR8PE6S3P{
- c r U H
NSTALL 72 L=
12" RCP 5= 0.�0019
°.
( U
STA-- 33- +19 42 ;
RTINV= "17.81
{ 1 T7 &1 METRO DATUM—)-
_?� -
STA 33 +91.42
'RT
INV = 17.67
(1.17.62
1
1
r
MH R0�y.,4i
{
Rol t.A
{
34 QQ
t
r_
- c r U H
5
4
3
2
t
t
i
I
0
�I
/-1�t
1 J�
A a C D E F G H
f
✓ �� �,� TOPOGRAPHIC INFORMATION 1S DERIVED FROM
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME AN
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE J NOTES:
CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE 1) PROVIDE STRAW BALE CHECK DAMS
FAMILIAR WITH THE CURRENT SITE CONDITIONS. AS REQUIRED BY THE ENGINEER
c I DURING CONSTRUCTION.
2) REPLACE CURBS DAMAGED DUPING
REMOVE DAMAGED CONS RUCTION, SEE a
SIDEWALK AND REPLACE 0 3) INSTALL ASPHALT TRENCH PATCH
/ WITH EQUAL l__ OVER INSTALLED PIPES, SEE q
4 ) RLIMITS OOF CONSTRUCTION S R CT I ON A
RE AS
TTF -/S CITY
A SHOWN.
`. N 185300.64 j-N 185312.15 Q
E 1298849,45 E 1298586.31
..............................
_ f %
t
�—---1 46' 00 47 00
44,-00 45 +00
UND
N 185342.12 W
E 1298587.62
....... ..... ...... .. I z
A� N '85330.94 EMITS OF ,CONSTRUCTION
E 1298843.24 FOR RECEIVING PIT. I
CONTRACTOR MUST COMPLY f— 00
WITH RESTRICTIONS AND '- -
ReCOY C� DY r1W121 12.,OOI REQUIREMENTS OF THE I x?�o
INSTALL TEMPORARY RENTON MUNICIPAL AIRPORT. w
CONSTRUCTION FENCING I These drawings have been ? °a
IMITS OF CONSTRUCTION modified `to conform With N w
f' ALONG EXISTING CURB m AI a
f 1 information provided by the
P C DAY-
contractor. °
contractor. See original file
. G ao pi es for engineers BEFORE YOU �
professional sea. R-3 —�00— �-5` �
tt
5
j RA5EMAF: DE51GNEll: CHECKED: -r, DATE! D EOUALS MEANS DEPARTMENT OF NATURAL RESOURCES
SEA LEVEL 1929 USC & Gs i JAN .1998
(ADJUSTED 1947) K JD jG BRYN MAWR SYSTEM IMPROVEMENTS
GARRY STRUTHERS ASSOCIATES, INC. I
DRAYMJ: SCALE SCHEDULE A r.LE No:
3150 Richards Road, Suite 100
Beflevue, WA 98005 -4446 DATU n CGH T. E . S . C . AND
REVISED PER RECORD DRAWING MARKUPS MK IV 12 -00 Phone: (425) 519 -0300
RECOMMENDED: I H: 1° = 20' �aRAVrNC NO
CONFORMED CGH 1 2/98 Fax: (425) 519 -0309 CONTRACT NO. King County RESTORATION PLAN I Cl 24
APPROVED;
NO. REVISION BY 'APP-D- DATE CDORG.NATES & BEARINGS ARE j _ ;SHEEP No OF
RASED ON WASHINGTON CO- C73 30C STA 39 -.I- 00 STA 47 +00
ORDINATE SYSTEM NORTH ZONE
A ti C 0 E h G d
5
4
3
2
I
I V t h G N
5
4
3
2
INSTALL TEMPORARY , z
l SILT FENCING z
//J O D
Z G
Z� O
i
W
CAL 2 DAYS aN
OTORO APHIC INFORMATION IS DERIVED FROM AN Ij _,_ i
AERIAL SURVEY CONDUCTED ON 2/5/93. SOME 1 B �. P C YOU DIG
GROUND AND OR TOPOGRAPHIC FEATURES MAY HAVE
CHANGED.THE CONTRACTOR IS RESPONSIBLE TO BE L__^-800-424-555511
FAMILIAR WITH THE CURRENT SITE CONDITIONS.
I DESIGNED: CHECKED; I n DA ?E,
e'vnroN o EcuAS uNS DEPARTMENT OF NATURAL RESOURCES
SEA LEVEI. 1929 iJSC & G� i
(ADJU5TED 1947) 1 K,iD .ie BRYN MAWR SYSTEM IMPROVEMENTS SAN. 1998
GARRY STRUTHERS ASSOCIATES, INC. I
DRAwN SCALE. SCHEDULE A EILE No:
3150 Richards Road, Suite 100
Bellevue, WA 98005 -4448 pA7DM CGH
I i
REVISED PER RECORD DRAWING MARKUPS MKW 2 00 Phone: 425 5 ?9 -0300 RECOMMENDED T.E.S.C. AND
H m 20 6RAVfiNG NO
CONFORMED CGH 2/98 Fax: (425) 519 -0309 1 —�
CON -RACY NO King County RESTORATION PLAN C 12 6
No, I REVISION BY APP'D DATE �C09RDINA ?ES & BEARINGS ARE 1APPRRO�VED � C C +09.71
l DED T ON SYSTEM NORM OZONE (!/, ! 0731 30C STA 5 6 + 0 0 — STA 6 1 SHEET N0: OF
I 0 U U _ 1 6 H
5
4
3
2
A IS C D E F r H
S, LAAY
INLET PROTECTION DETAIL - TYPE I
DETAIL C)
SCALE; NONE
2"x2" WOOD STAKES
DRAINAGE FABRIC
7-yPE-E DRAIN ROCK
000
1 118" MIN.
FFYP FTALL SIDES
2" M
YP X,
SIDES
-EXISTING INLET DRAINAGE FABRIC
I A—OVER WIRE MESH
SEEDING AND
MULCHING LIMITS
FENCE
VAR,ES VARIES I
Y SEE PLAN, SEE PLAN T
REALIGN DITCH AS
NEEDED TO MAINTAIN
BRYN MIAWR---� BODING 1' MIN COVER OVER
STRUCTURES
RUNK STORM WATER
l`� <�< I INTERCEPTOR
12" MIN.
0.0
0 00 0(21
NILET PROTECTION DETAIL - TYPE
DETAIL
SCALE: NONE
TYPICAL RESTORATION SECTION
STATION 14+00 NORTH TO BOEING FENCE LINE
SCALE: NONE
z
00
0 c,
I Record D ZQ
SECTION ON rA rawing12/00, SECTION SILT FENCE 4 SECTION B
SCALE: NONE These drawings have been SCALE: NONE SCALE: NONE SCALE: NONE
mo6fiecl to conform with
N
z 1
e L
information provided by In CAI 1 2 DAYS 0
contractor. See original file I 4-�
BE-FORE YOU D C-7
I
copies for engineer
I
professional sea". < Z
1-800-424-55F�5 1
1 DESIGNED: ICHECKED.
DATE:
DEPARTMENT OF NATURAL RESOURCES
1998
BRYN MAWR SYSTEM IMPROVEMENTS jAN.
INC� K.J.D. IJG
-DR IRAVN SCALE schedule a FIJLE NO:
CARRY STRUTHERS ASSOCIATES,
3150 Richards Road, Safe 100
BeHevue, WA 98005-4446 GII
7_ —
C am TEMPORARY EROSION/ -D61A1E1N1J11S
REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 TE MENDED - AS SHOWN
-EG —H Fax: (425) 519-0309 1 0
CONFO,MED 2/98 1 7e- a 71--1---.---�-------�
CONTRACT NO King County SEDIMENTATION DETAILS C1,30
No. REVISION BY APP'D DATE APPROVED: !
C731 30C SHEET HSI OF
.. ..................
v v v v v v
A J U J 11 F G H
FILTER FENCE FABRIC MATERIA! 60" WIDE
ROLLS. USE STAPLES OR WIRE RINGS
FABRIC
H C TO WIRE
TO ATTACH FABRIC TO WIRE
ATTACH R
To A F B
FILTER FENCE
FABRIC MATERIAL
R
2x2x`14GA WIRE
2x2 x 4GA E
FABRIC )R U
AD V
FABRIC OR EQUIV-,,
C ,
T V-6'
2"X2"X3' LONG SAKES TYPE-M FOUNDATION V-6"
No
MIN. DRAIN ROCK MIN. I
2x2x14GA WIRE
FABRIC OR F-'QUIV
TYPE-E DRAIN ROCK-
12"
ATTACH DRAINAGE FABRIC TO POSTS
WITH 1/2" HEAVY DUTY STAPLES
gE
1 MIN
4
o
N
gt
4—
EXISTING !NLF GRATE
-7
L'i
cN
PROVIDE TYPE-E DRAIN ROCK
oo0a
__j
777
\"-BURY BOT
R M F
TOM OF
U Y 9��
IN TRENCH AND ON BOTH
SIDES OF FILTER FENCE
FILTER MATERIAL IN
FABRIC ON THE SURFACE
8` MIN.
--
0 0
0 1
DRAINAGE FABRIC
6' MAX IN 8" BY 12" TRENCH
OVER 1/2" WIRE MESH
Lj
2x4 WOOD POST
I,
2x4 WOOD POSTS, STANDARD OR BETTER OR
ALT: STEEL FENCE POST—
EQUAL ALTERNATE: STEEL FENCE POSTS
z
00
0 c,
I Record D ZQ
SECTION ON rA rawing12/00, SECTION SILT FENCE 4 SECTION B
SCALE: NONE These drawings have been SCALE: NONE SCALE: NONE SCALE: NONE
mo6fiecl to conform with
N
z 1
e L
information provided by In CAI 1 2 DAYS 0
contractor. See original file I 4-�
BE-FORE YOU D C-7
I
copies for engineer
I
professional sea". < Z
1-800-424-55F�5 1
1 DESIGNED: ICHECKED.
DATE:
DEPARTMENT OF NATURAL RESOURCES
1998
BRYN MAWR SYSTEM IMPROVEMENTS jAN.
INC� K.J.D. IJG
-DR IRAVN SCALE schedule a FIJLE NO:
CARRY STRUTHERS ASSOCIATES,
3150 Richards Road, Safe 100
BeHevue, WA 98005-4446 GII
7_ —
C am TEMPORARY EROSION/ -D61A1E1N1J11S
REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 TE MENDED - AS SHOWN
-EG —H Fax: (425) 519-0309 1 0
CONFO,MED 2/98 1 7e- a 71--1---.---�-------�
CONTRACT NO King County SEDIMENTATION DETAILS C1,30
No. REVISION BY APP'D DATE APPROVED: !
C731 30C SHEET HSI OF
.. ..................
v v v v v v
A J U J 11 F G H
8 11 MIN 1
5 i 6"MAI_
4
o -F
z
Cn
3
2
A B C D E F G H
4 0"
cvj
6"
1 F-
J I-
C-O"10
_7�5 7r-
A A
STANDARD 24" LOCKING
FRAME & COVE�, SEE (��
CONCRETE ADJUSTING BLOCKS
ECCENTRIC CONE
- PRE —CAST —CAST SECTIONS
(OPTIONAL)
POLYPROPYLENE
ENCAPSULATED STL
MANHOLE STEP
H1 MIN
SPR;NGLINE OF PIPE
CHANNEL SHELF F S1_OPE
1" IN 12" (TYP)
- nr
L
I �____r9"MINIMUM PRECAST
— — — — — — — -- BASE SECTII ON, SEE
NOTE 2
\_6" MIN. TYPE S
BEDDING POCK
24" THR..,.j 48" DIA PIPE
TYPICAL TYPE-B PRECAST MANHOLE
SCALE: 1/2"= 1 " -0"
NOTES:
1, REFER TO SPECIFICATION SECTION 02601
UTILITY !TY STRUCTURES G MANHOLE
REQUIREMENTS.
2. BASE REINFORCING:
0.35 SQUARE INCHES/LINEAR FOOT IN BOTH
DIRECTIONS.
MINIMUM YIELD STRENGTH = 60,000 PSI.
I
3. TOP HALF OF PIPE TO BE REMOVED TO CONTOUR
OF INSIDE OF MANHOLE. BROKEN EDGES TO BE
PLASTERED SMOOTH WITH MORTAR. TYPICAL ALL
MANHOLES.
4. ELIMINATE 2' BY 4' PRECAST CONE SECTION ON
MANHOLES LESS THAN 11' DEEP TO CROWN OF
SEWER. BEFORE REDUCING 7' DEPTH OF A 4' OR
6' CIRCULAR MANHOLE, USE REDUCING SLAB FOR
SUPPORTING ADJUSTING BLOCKS. SEE DETAIL 3
THIS SHEET.
5. PRECAST MANHOLE SECTIONS SHALL CONFORM TO
ASTM C-478 AND THE SPECIFICATIONS, EXCEPT
WHERE OTHERWISE NOTED. CONTRACTOR SHALL
SUBMIT DESIGN DRAWINGS FOR APPROVAL.
6. ALL MANHOLE RISER JOINTS SHALL BE RUBBER
GASKET TYPE, CONFORMING To ASTM C-443.
DETAILS OF JOINTS SHALL BE SUBMITTED To THE
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
JOINTS AT BASE, CONE AND ADJUSTING RINGS
SHALL BE SEALED WITH MASTIC PER
SPECIFICATION SECTION 07900.
7- PENETRATIONS OF EXISTING MANHOLES SHALL BE
MADE BY CORE DRILLING AND USE OF A "KOR-N-
SEAL" FLEXIBLE WATERTIGHT RUBBER BOOT, OR
BY LINE DRILLING AND GROUTING PIPE IN PLACE
WITH NON-SHRINK GROUT, EXTRA PRECAUTIONS
ARE REQUIRED TO ENSURE GROUTED PENETRATIONS
ARE LEAK FREE.
B. ALL 12" THRU 24" CONNECTION OF NEW MANHOLES
SHALL BE INST
iAL! ED WITH A "KGR-N-SEAL"
FLEXIBLE WATERTIGHT RUBBER BOOT. CONNECTIONS
GREATER THAT 24" SHALL BE GROUTED IN PLACE,
PER NOTE 7.
9. ALL JOINTS EXCEPT PIPE JOINTS, SHALL BE
MORTAR FILLED,
10. SHALLOW MANHOLES REQUIRING THE MANHOLE FRAME
TO BE PLACED DIRECTLY ON THE REDUCING SLAB
SHALL. HAVE A MANWAY DIAMETER OF 26".
111. BELLS MAY BE CAST INTO PRECAST MANHOLE
BASE BY MANHOLE MANUFACTURER.
12. ALL MANHOLES ARE C-O" !D OR AS NOTED
OTHERWISE ON THE DRAWINGS.
I
2'-9" DIA-----,, —1/2" WEB (8 AT 45')
3" LETTERS, SAME
SECTION DIMENSION
AS CLEATS
LIFTING
HOLE-
CLEATS — 3/8"
HIGH 1/2" WIDE
AT TbP, 3/4"
WIDE AT BASE,
2" LONG —
2'—! 1/2"
1 !//8"0
(3 REQUIRE
CAM LOCK
3 REQUIRE
PLAN OF FRAME AND COVER.
SCALE: NONE
1 5/5' (IN 3 SEGMENTS WHERE
CAM LOCKS OCKS ARE PLACED)—
1" (IN SEGMENTS WHERE CAM
LOCKS ARE NOT PLACED)---I
DUCTILE RON I
(Typ)
2'-0" DiA
SECTION rA-"-\
SCALE: NONE
LOCK POSITION
36",42",48" IS
OFFSET X I X
DEFLECTION 1
<
cc
ANGLE (ZL)
DIP RCP
I I CENTER OF MIN
LESS THAN 35- 0- 0" 1 SEE NOTE 3 BASE
�3 2"
I (T yP)
00,
55' TO < 75* 6 .1
-----------
1
I _ 4 1,
75' & LARGER 1 10" z X
8 1 3/32'
MACHINE BOTH � 47
USE 84" DIAMETER MANHOLE FOR 48" RCP >75' 40
PLAN OF UNDERSDE OF OVER 2A SURFACES � 8" 1/2" WEB
SCALE: NONE MH FRAME
CONCRETE BLOCKS ADJUSTING
BL REQ'D OPPOSITE WEBS)
S
NG
R "' i 1 1"0 LIFTING HOLE (2
REDUCING
PRE—CAST F 4
SLAB AST
zd
0
I A
P' OF PIPES AND
Cf
Z1,
STATION POINT �Record Dr awing12/00
zi U
I These drawings have been
i 1 3/4"
SEE NOTE- 10 z I
i modif;ed to conform with i
CALL 2 DAYS 1 0 1 0:��
1 information provided by the I
BASE PLAN 4 1 contractor. See original file SECTION
I BEFORE YOU DI copies for engineer's SCALE: NONE
I G ! 1 co
SCALE: 1/2"= 1'-0" 1 i I I z
TYPICAL REDUICING2 S! AB professional sea.. <
SCALE: 1/2"= l'—O" 1 800— 424 IJIJ551 1
1 1 L_
7 j 1 DESIGNED: ICHECKED.. DATE:
DEPARTMENT OF NATURAL RESOURCES
I K.J.D. ,,G G BRYN MAWR SYSTEM IMPROVEMENTS "AN, 1998
GARRY STRUTHERS ASSOA7ES, INC. [ i
� SCALE� —
SCHEDULE A FFILIENO
3150 Richards Road, Suite 100
Bellevue, WA 98005-4446 !CGH
REVISED PER RECORD DRAWING MARKUPS MKIN 12-00 Phone: (425) 519-0300 AS SHOWN 1 DETAIL SHEET 1 'DRAWING NO:
I — I "M
CONFORMED C 'GH 2/98 Fax: (425) 519-0309
CONTRACT Nc�
1�ing County MANHOLE AND 24" DIA. C131
N., REVISION BY �APP'
D DATE 'APPROVED
C73130C AND COVERi SHEETNO: OF
I LOCKING FRAME
V
I E i t G H
* T(
A B C n F F I
ZS1
2 112" 5" 2 1
SCH A STA 0+00 TO 13+60
SCH A STA 13+60 TO 42+66
SCH 8 STA 104+68 TO 135+
SIGH A STA 51+00 TO 57+00
EXTRUDED ASPHALT OR CEMENT ( 5
CONCRETE CURB
NO SCALE
CURB, GUTTER, AND SIDEWALK NOTES:
1. A DUMMY JOINT CONSISTING OF 3/8" OR 1/4" X 2" PREMOLDED JOINT MATERIAL
SHALL BE PLACED IN CURB AT A MINIMUM OF 15 FOOT INTERVALS. WHEN CURB
IS PLACED BY SLIP-FORMING, A PREMOLD,NCST'RiP To V' THICK AND UP TO FULL
DEPTH MAY BE USED.
2. SUBGRADE COMPACTION FOR CURBS, GUTTERS, AND SIDEWALKS, SHALL MEET A
MINIMUM 90 PERCENT OF MAXIMUM DENSITY.
3, CONCRETE CURBS, GUTTERS, AND SIDEWALK SHALL BE CLASS 31, FURNISHED
AND PLACED IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION, SECTION
6-02, 8-04 AND 8-14. COLD WEATHER PRECAUTION AS SET FORTH IN WSDOT/APWA
STANDARDS SPECIFICATION SECTION 5-05.3(14) AND 6-02,3(6)A SHALL APPLY.
4- EXTRUDED CEMENT CURB SHALL BE ANCHORED TO EXISTING PAVEMENT BY EITHER STEEL
TIE BARS OR ADHESIVE IN CONFORMANCE WITH WSDOT/APWA STANDARD SPECIFICATION
SECTION 8-04.
5. EXTRUDED ASPHALT CURB SHALL BE ANCHORED By MEANS OF A TACK COAT OF ASPHAI-
IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION SECTION 8-04.
LOCATION TAPE SAWCLT EXISTING
COLOR RED PAVEMENT BACK TO
BROKEN SURFACE
6" M;N. ELECTRICAL HAZARD TAPE
—1 1—Y,18" ABOVE CONDUIT.—
TRENCH BACKFILL TYPE N
PER SPECIFICATIONS —
WATER TABLE AFTER
DEWATERING BEFORE
TRENCH EXCAVATION
MIN = OD+2'
MAX = 1.51D +2'
TRENCH PATCH, ASPHALT OVER- - AT EACH
ENTIRE TRAVEL LANE DAMAGED
PLACE ASPHALT AS DIRECTLY IN DETAIL 19/C136
40
I
TRENCH PATCH, REPLACE CURBS
BROKEN DURING CONSTRUCTION
---------------
2" SAWCuT AND REMOVE
OR GRIND, SEAL WITH
AR400OW
6" CRUSHED SURFACING
TOP COURSE TYPE R—:-/
TRENCH BACKFOUL TYPE N
2" ASPHALT OVERLAY CLASS B
ASPHALT CONCRETE PAVEMENT
CL B OR E TO MATCH EXISTING
THICKNESS, AS PERMANENT
TRENCH PATCH
EXISTING ASPHALT
PAVEMENT
PERMANENT ASPHALT TRENCH PATCH RESTORATION
NO SCALE
EXISTING ASPHALT
PAVEMENT
24" X 12" TEE (MJ)
6" MIN. OR �19"X 6" TEE (MJ)
CAST IN PLACE BLOC, OR X 6" TEE (Mj)
CONCRETE
FLEX COUPLING
F�7e- AS NEEDED
-UNDISTURBED SOIL
TELEPHONE CONDUIT PER
SPECIFICATIONS (AS APPLICABLE)
ELECTRICAL. CONDUIT PER
SPECIFICATIONS (AS APPLICABLE)
/2 + 6"
2' MIN,
GROUT TO MATCH 9
INVERT TO ENSURE
SMOOTH TRANSITION
MATCH—
CROWNS
8", 1D" OR 24" SS
L--ONE LENGTH OF DUCTILE
IRON PIPE TO SO] ID
BEARING MATERIAL.
—SEAL WITH MODULAR MECHANICAL SEA!
ASSEMBLY WITH SST BOLTS AND NUTS
�
AS SPECIFIED.
-OMPACTED BACKFILL TYPE N
12" OR 6" DUCTILE IRON PIPE
-URAL
WOOD SKID
Q
OUT OPEN
ACE (TYPICAL)
OR 24" DIAMETER SS
AX. OR 36" M:N, STEEL CASING PIPE
TYPICAL CASING & 'CARRIER PIPE(8
NO SCALE
DEPTH VARIES — SOUTH 1'
NORTH 2' TO !E OF PIPE
f -TYPE E MATERIAL
zo UNDER PAVEMENT TYPE N
2" OR 6" ELBOW (MJ) 4" PVC PERF PIPE
CEMENT CONCRETE CLASS 61
POURED IN—PLACE No
SEAL WITH MODULAR MECHANICAL TYPE E MATERIAL
SEAL ASSEMBLY WITH EST 86LTs — DRAINAGE FABRIC
AND NUTS AS SPECIFIED.
TYPiCAI TRENCH SECTION r6 OUTSIDE DROP PERF PIPE
r9
NO SCALE MANHOLE t I TRENCH SECTION (C112)
I E CONNECTION
TRENCH NOTES: NO SCALE NO SCALE
1. THE TRENCH WIDTH AT THE Top SHALL BE WITHIN THE CONSTRUC`;ON EASEMENT AND
AS DETERMINED BY THE CONTRACTOR To SUIT THE CONSTRUCTION OPERATION AND
UTj' !TIES. PROTECTION OF ADJACENT PROPER T
Y APE 'HE CONTRACTORS RESPONSIBILITY,
2. THE HEIGHT AND T iRecord Drawingl2zoo _'AYS 00
.HE SUPPORT SYSTEM FOR THE VERTICAL SECTION SHALL BE CALL 2 DRYS
DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT I These drawings have been
1 0
I modified to conform with 1- 0
PROPERTIES AND IMPROVEMENTS. BEFOEDE YOU DIG 0
3. TRENCH SuPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER information provided by the w Na
CHAPTER 296-155 WAC. BE REMOVED WHEN BACKFH-L IS COMPLETE. 800-424-5555 Z 1
4 Z. SHORiNG INCLUDING SHEETING SHALL contractor. See original file L 0
REMOVAL SHAD BE DONE AT copies; for engineers 4_�
A TIME AND N SUCH A WAY SO AS NOT TO DISTURB
PIPE BEDDING AND SO AS NO-, TO ALLOW SLOUGHING OF ADJACENT UNDISTURBED SOI professional sea.
5. MATCH EXISTING GRADES AND SURFACES.
6. THE WATER TABLE SHOWN ON THE DETAIL IS DIAGRAMATIC AND MAY VARY.
7. PROVIDE OVFR-FXCAVATION AN YPE F WHEN DIRECTED TRENCH BACKRILL T By THE ENGINEER.
I DESIGNED: CHECKED: DATE:
DEPARTMENT OF NATURAL RESOURCES
!K.J,D. JG BRYN MAWR SYSTEM IMPROVEMENTS JAN. 1998
CARRY STRUTHERS ASSOCIATES, INC.
I DRAWN: SCALE: SCHEDULE A 'ILE -NO
Richards Road, Suite 100
I
Bellevue, WA 98005-4446
CGH
REVISED PER RECORD DRAWING MARKUPS MKWI 112-00 Phone: (425) 519-0300 1 RECOMMENDED: AS SHOWN DETAIL SHEET 2 ",DRAWING NO
M
ADDENDUM NO. 1 & 2 - CONFORMED CGH KJO 12/98 Fax: (425) 519-0309 7e_ 61 lel.1' CONTRACT NO King County CURB AND TRENCH C1 32
rIEU 1. .1
N.. BY AP D:
REVISION APP'D DATE C73130C
0 U u
I
G
M
PIPE BEDDING TYPES
CC
OR TYPE 0 WHEN
SPECIFIED DRAWINGS ----_!1_M
- =1 SPR NGL
SOIL REINFORCING FABRIC
PER SPECIFiCAT!ON WHEN
DIRECTED BY THE ENGINEER.
6"
OVEREXCAVATiON,
SEE NOTE 7.
WATER TABLE AFTER
DEWATERING BEFORE
TRENCH EXCAVATION
MIN = OD+2'
MAX = 1.51D +2'
TRENCH PATCH, ASPHALT OVER- - AT EACH
ENTIRE TRAVEL LANE DAMAGED
PLACE ASPHALT AS DIRECTLY IN DETAIL 19/C136
40
I
TRENCH PATCH, REPLACE CURBS
BROKEN DURING CONSTRUCTION
---------------
2" SAWCuT AND REMOVE
OR GRIND, SEAL WITH
AR400OW
6" CRUSHED SURFACING
TOP COURSE TYPE R—:-/
TRENCH BACKFOUL TYPE N
2" ASPHALT OVERLAY CLASS B
ASPHALT CONCRETE PAVEMENT
CL B OR E TO MATCH EXISTING
THICKNESS, AS PERMANENT
TRENCH PATCH
EXISTING ASPHALT
PAVEMENT
PERMANENT ASPHALT TRENCH PATCH RESTORATION
NO SCALE
EXISTING ASPHALT
PAVEMENT
24" X 12" TEE (MJ)
6" MIN. OR �19"X 6" TEE (MJ)
CAST IN PLACE BLOC, OR X 6" TEE (Mj)
CONCRETE
FLEX COUPLING
F�7e- AS NEEDED
-UNDISTURBED SOIL
TELEPHONE CONDUIT PER
SPECIFICATIONS (AS APPLICABLE)
ELECTRICAL. CONDUIT PER
SPECIFICATIONS (AS APPLICABLE)
/2 + 6"
2' MIN,
GROUT TO MATCH 9
INVERT TO ENSURE
SMOOTH TRANSITION
MATCH—
CROWNS
8", 1D" OR 24" SS
L--ONE LENGTH OF DUCTILE
IRON PIPE TO SO] ID
BEARING MATERIAL.
—SEAL WITH MODULAR MECHANICAL SEA!
ASSEMBLY WITH SST BOLTS AND NUTS
�
AS SPECIFIED.
-OMPACTED BACKFILL TYPE N
12" OR 6" DUCTILE IRON PIPE
-URAL
WOOD SKID
Q
OUT OPEN
ACE (TYPICAL)
OR 24" DIAMETER SS
AX. OR 36" M:N, STEEL CASING PIPE
TYPICAL CASING & 'CARRIER PIPE(8
NO SCALE
DEPTH VARIES — SOUTH 1'
NORTH 2' TO !E OF PIPE
f -TYPE E MATERIAL
zo UNDER PAVEMENT TYPE N
2" OR 6" ELBOW (MJ) 4" PVC PERF PIPE
CEMENT CONCRETE CLASS 61
POURED IN—PLACE No
SEAL WITH MODULAR MECHANICAL TYPE E MATERIAL
SEAL ASSEMBLY WITH EST 86LTs — DRAINAGE FABRIC
AND NUTS AS SPECIFIED.
TYPiCAI TRENCH SECTION r6 OUTSIDE DROP PERF PIPE
r9
NO SCALE MANHOLE t I TRENCH SECTION (C112)
I E CONNECTION
TRENCH NOTES: NO SCALE NO SCALE
1. THE TRENCH WIDTH AT THE Top SHALL BE WITHIN THE CONSTRUC`;ON EASEMENT AND
AS DETERMINED BY THE CONTRACTOR To SUIT THE CONSTRUCTION OPERATION AND
UTj' !TIES. PROTECTION OF ADJACENT PROPER T
Y APE 'HE CONTRACTORS RESPONSIBILITY,
2. THE HEIGHT AND T iRecord Drawingl2zoo _'AYS 00
.HE SUPPORT SYSTEM FOR THE VERTICAL SECTION SHALL BE CALL 2 DRYS
DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT I These drawings have been
1 0
I modified to conform with 1- 0
PROPERTIES AND IMPROVEMENTS. BEFOEDE YOU DIG 0
3. TRENCH SuPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER information provided by the w Na
CHAPTER 296-155 WAC. BE REMOVED WHEN BACKFH-L IS COMPLETE. 800-424-5555 Z 1
4 Z. SHORiNG INCLUDING SHEETING SHALL contractor. See original file L 0
REMOVAL SHAD BE DONE AT copies; for engineers 4_�
A TIME AND N SUCH A WAY SO AS NOT TO DISTURB
PIPE BEDDING AND SO AS NO-, TO ALLOW SLOUGHING OF ADJACENT UNDISTURBED SOI professional sea.
5. MATCH EXISTING GRADES AND SURFACES.
6. THE WATER TABLE SHOWN ON THE DETAIL IS DIAGRAMATIC AND MAY VARY.
7. PROVIDE OVFR-FXCAVATION AN YPE F WHEN DIRECTED TRENCH BACKRILL T By THE ENGINEER.
I DESIGNED: CHECKED: DATE:
DEPARTMENT OF NATURAL RESOURCES
!K.J,D. JG BRYN MAWR SYSTEM IMPROVEMENTS JAN. 1998
CARRY STRUTHERS ASSOCIATES, INC.
I DRAWN: SCALE: SCHEDULE A 'ILE -NO
Richards Road, Suite 100
I
Bellevue, WA 98005-4446
CGH
REVISED PER RECORD DRAWING MARKUPS MKWI 112-00 Phone: (425) 519-0300 1 RECOMMENDED: AS SHOWN DETAIL SHEET 2 ",DRAWING NO
M
ADDENDUM NO. 1 & 2 - CONFORMED CGH KJO 12/98 Fax: (425) 519-0309 7e_ 61 lel.1' CONTRACT NO King County CURB AND TRENCH C1 32
rIEU 1. .1
N.. BY AP D:
REVISION APP'D DATE C73130C
0 U u
I
G
M
5
4
3
2
I
A 8 C 11) F F r H
120" PRECAST MANHOLE N
F24' LONG RADIUS
18" WELDED STEEL MANHOLE I BASE ELBOW (FI-G)
PER AWWA C-208. PAINT
ACCORDING To F,
SPECIFICAr,0N
SECTION 09900.
24" FLEXiffi F I
3,5'
ADAPTERS COUP! ING )el i
90' BEND
`LGxFLG 6" Di TO DRAIN
6" PLUG VALVE {FLG MANHOLE
(SIPHON DRAIN VALVE,
MJ X FLO ADAPTOR
OR
6:: PI TRANSITION (FL X MIJ)
9 LONG
AVERTED SIPHON OUTILT STRILICTUREr2-'�
SCALE: I" = 6' -
C? 09, 0110, C115
EXIS`ING 4"0
S ' LINE ER' E �!C-
USE BEND
IF REQUIRED
4" FLEXIBLE
COUPLING ADAPTER
r-4"o "INSERT TEE" BY PIPE INC,,
1 KCF-N-SEAL BY NPC, INC.
OR APPROVED EQUAL
CORE DRILL
8"0 HOLE
4"0 PVC PIPE
36" DIAMETER SS
NOTE:
SERVICE LINE TO BE INSTALLED
FLUSH WITH THE 36"0 BE !D
4—INCH SANITARY SEWER SERVICE CONNECTION
SCALE: 1" = 1'
RIM=21.41 APPRI9XIMA-E EI7. 2i49 ('121.9, el,----� "iPPRe)(IIe1A4E 21.9 'H--1.8 11"E+RE) 9A+I4M-)- RIM�21.41 MANHOLE FRAME
AND COVER, SEE
i;_I MODULAR DO NOT INCLUDE
ji
THE
MECHANICAL SEAL WORD "METRO"
Ell !El I El 1 EI 1 E-:1 I 1=1 1 1=1 I I
III
ASSEMBLY WITH SST BOLTS AND 1-1 H ON COVER.
T— NUTS AS SPECIFIED OR RUBBER BOOT
V-6" 1' 6" ADJUSTMENT (4" MIN.)
j 1- 1
6 2"MAX 24"
CONE
T= i CD
N
N
T—
l
24" ELBOW (FLG) N 7
—=H " FLEXIBLE
24
COUPLING ADAPTORS Z RUBBER GASKET JOINTS
N N
IN ACCORDANCE WITH ASTM C-443
EL. 13.15 N
Ll
113.15 METRO DATUM)
z _--STEPS - 3/4" DEFORMED BAR
\\--LG X GRV ADAPTOR
N STEPS SHALL BE INCLUDED
N
GRV X GRV VIC ADAPTOR
N
ol
1 1 OR RISER BY PIPE INC.,
N
N
N OR APPROVED EQUAL,
N
120" PRECAST MANHOLE N —'�\"'-120" PRECAST MANHOLE
MODULAR MECHAN-CAL SEALS 6'-0" !D
x'-24" DI SPOOL FLG X GRV 115'-2" L
ASSEMBLY WITH SST BOLTS FABRICATED STEEL PIPE ---- LADDER-STD. ALUMINUM
I S SID WITH BLO'�&F
AND NUTS A SPECIFIED ---24" DP
N 6" OR CALVINIZED STEEL
N
A.
4 MAX. PIPE SIZE 30" I.D.
24" ELBOW (FLG) �-18" WELDED STEEL MANHOLE PER
AWWA C-208 WITH 1 '4" THICK
24" DI 1 '6 " 90' ELL DI (Fl-'(�)' ' / I---
N NEOPRENE GASKET.
I BOND TO SLOPE 1 %
N
M X FLO ADAPTOR
24" INVERTED X" 1- 6" Mu WITH EPDXY CEMENT.
SIPHON W, 24" D' CONCRETE SHELF
MODULAR MECHANICAL SEAL-
III ASSEMBLY WITH SST BOLTS 10
/CAST !N-PLACE CONCRETE SLAB/-��
AND NUTS AS SPECIFIED /-CAST ;N-PLACE CONCRETE SLAB/'-5 � MORTAR I
X
FILLET CAST IN PLACE BASE SECT ON
24" FLEXIBLE EL -9.0
COUPLING ADAPTORS I
i (91.0 METRO DATUM)
EI . —7�67 4 1� 4 1 4 1 K4,
zd
4 o
M) --__6" MIN. TYPE S
'6G.33 METRO DATU
U, 4
6" SS CLEANO I
6" SS CLFANOuT DISCHARGE TO BEDDING ROCK. j-oz R
lRecord Drawinf_J2/0 'a o
zI
DISCHARGE TO ��"O MH, SEE��'7 I
48"0 MH, SEE 17 I These drawings have been
IE1 5) �np
modified to conform with,
-ALL 2 DAYS 'Y 01 RENTON
7 ith Cl
I I H ! Information provided by the
C L I
ON DFTA
SECTION rD SEC �F SANITARY MANHO� F I 3�
contractor. See origina' fiie ........ .. ......
SCALE: 1 4' BEFORE YOU DIG SCALE: 1 = 4' -- NOT TO SCALE
cop =es for er,gin,eer's
<z
!1°!- 80G1_424 -5555 � professional seal.
DES;GNED: CHEF767--7 DATE:
DEPARTMENT OF NATURAL RESOURCES
JAN. 1998
K.j,D, iJG BRYN MAWR SYSTEM IMPROVEMENTS
GARRY STRUTHERs ASSOCIATES, INC.
DR AWN: SCALE: SCHEDULE A FILE NO:
3150 Richards Road, Suite 100
Bellevue, WA 98005-4446 CGH
AS SHOWN I F--
REVISED PER RECORD DRAWING MARKUPS MKW Phone: (425) 519-0300 DETAIL SHEET 3
L 00
Fax: (425) 519-0309 CT
CONFORMED? /98 le- eld.. I`-00-N1-R A I —NO! King County! INVERTED SIPHON OUTLET C 133
ED:
Na. REVISON By APP'Dj DATE 1 APPROV
C73130C i 6HREET No: of
V V v w
A d u D E F G H
5
4
3
2
I
A 9 C D E F C H
ULTRASONIC
LEVEL SENSOR
_R0- BEND (FLG)
8�" MAX}
eT
2'3 "I i
D
24" PIPE--/
3-6" x 3-6"
NATO H
2-6" x 2-6 .. . .. ..... ---- --- ---
HATCH
ii
1'--0"
ANCHOR BOLTS
SECTION
A
I
DA
16" CONNECT TO
LAKE OVERFLOW
FL-x R ADAPTER (-,YP)
444-E t.
10" TEE (FLG)
/ 16" TEE
-F
A, (FLG)
\z '. I 111 1
-4
C 4-0" x 6-0"
ll� HATCH
I
I
1� � zi,
N
NOTE:
cc CONTRACTOR TO POTHOLE AND VERIFY
EXACT LOCATION AND ELEVATION OF EXISTING
Jo 10 AND 16' SIPHON CONNECTIONS. INSTALL
7T'��' BE
VERTICAL 11 1/4' VERTICAL BENDS ON 10" AND 16"
LDAMETER SIPHONS IF 'NECESSARY
5-0" x 5-0"
HATCH
DELETED 2-3/4" SPOOL
/c--G F
, --RERMA LOCK)
18" �
MAX. 10" CONNECT TO
//-EXISTING SIPHON
�Fll_._RIGR _xPE_PE;�JMABL K)
A� A
STYROFOAM WHERE _ 4, V
IN CONTACT WITH
EARTH. WHERE
PENETRATION ENDS
\
IN PASSAGE, LEAVE OPEN.
- 16" CONNECT TC
EXISTING SIPHON
24" NEW SIPHON--,
F! xGR ADAPTER
24" TEE (FLG)
ALUMINUM BLIND FLANGE ON TEE
FLANGE WITH WELDED HANDLE qlYF)L
PAINT ACCORDING TO SPEC IFICA110
SECTION 09900 (TIP).
NVER-1 ED
.
SIPHON IN' '-T STRUCTURE DETAIL
L_L;
G_C113,
SCALE:
1/2"
1'--0"
ANCHOR BOLTS
SECTION
A
Record Drawingl2/00
0115
SCALE: 3/8" =
l'-O"
These drawings have been
1-1/2" PVC HATCH
DAYS
EXPANDING RUBBER SEAL MFR
ULTRASONIC LEVEL SENSOR -J
mod fed to conform with
CUTTER. DRAIN TO
i
NOTE:
DISTANCE BEWTEEN SENSOR AND
information provided by the
SIPHON INLET VAULT
(TYR)
CONTRACTOR MAY
PROPOSE A PANEL VAULT.
F�
1 —800-424-5555�
—2" FEMALE CAM LOCK FIRE
SUBMIT PROPOSED
DESIGN AND DRAWINGS IN
copies for engineer's
seal.
rD
SCALE: NONE
HOSE ADAPTER WITH GATE
SPECIFICATION SECTION 01300.
ADJUSTABLE OVERFLOW
COPPER
VALVE CONNECTED TO 2"
TO LAKE EL. 30.40
(1,30.40 METRO DATUM)
_9"
PIPE (TYP)
PIPE WELDED TO BLIND
FLANGE (TYR)
WALL PENETRATION, SEE 20
Y,
--1/4"
NEOPRENE GASKET
BOND TO TEE
16" LAKE -
WITH EPDXY
24" SS
4
CEMENT, (TYR)
OVERFLOW
I
10"X D"
WALL PENETRATION,
EL_ 27.5
STEE
TEE (FLG)
/— SEEr2o-�
2 F0
(127.5 METRO DATUM)
EL. 25.52� METRO DATUM)
WALL PENETRATION,
4
10" D!
12'
TY \-10" EX!STING
SEE zo
SIPHON
4
4
4
DELETED\ 10" FLG x GR
ADAPTERS
4� 4
INTERIOR OF VAULT
SEAL WITH SEALANT
WHERE WALL iS
EXPOSED TO LIQUID.
I 8 tl 1 � � �
SINGLE
MOUNTING PLATE
368 MODULAR—
CORE DRILL HOLE DIA FOR
ANCHOR BOLTS
SECTION
A
Record Drawingl2/00
TO ACCOMIDATE LENGTH OF
SCALE: 3/8" =
l'-O"
These drawings have been
CALL 2
DAYS
EXPANDING RUBBER SEAL MFR
ULTRASONIC LEVEL SENSOR -J
mod fed to conform with
i
NOTE:
DISTANCE BEWTEEN SENSOR AND
information provided by the
HE�UHE
YOU DIG
CONTRACTOR MAY
PROPOSE A PANEL VAULT.
contractor. See original tije
1 —800-424-5555�
FOR SENSOR.
SUBMIT PROPOSED
DESIGN AND DRAWINGS IN
copies for engineer's
seal.
rD
SCALE: NONE
ACCORDANCE WITH
SPECIFICATION SECTION 01300.
1' -0- KE)
4� 4
INTERIOR OF VAULT
SEAL WITH SEALANT
WHERE WALL iS
EXPOSED TO LIQUID.
I 8 tl 1 � � �
SINGLE
MOUNTING PLATE
368 MODULAR—
CORE DRILL HOLE DIA FOR
ANCHOR BOLTS
2"x4 x 1 /4". MODIFY IF REQUIRED
IF
,MECHANICAL EXPANDING I
I PIPE PLUS WALL WITH
RECOMMENDED EXTRA
TO ACCOMIDATE LENGTH OF
RUBBER SEAL WITH
PER MODULAR MECHANICAL
ULTRASONIC LEVEL SENSOR.
SST BOLTS AND NUTS 4
AS SPECIFIED.
EXPANDING RUBBER SEAL MFR
ULTRASONIC LEVEL SENSOR -J
PROVIDE MAXIMUM VERTICAL
RECOMMENDATIONS. FORMED
BOLT TO EST PLATE
DISTANCE BEWTEEN SENSOR AND
HOLES IN NEW WALLS SHALL
BE EQUAL IN SURFACE FINISH
WEIR. PROVIDE HOLE IN PLATE
AND SIZED TO CORED HOLES-
FOR SENSOR.
W.A.1-11- PENETRATION
DETAIL 20
SECT 'ON
rD
SCALE: NONE
SCALE: 3/4" =
1' -0- KE)
1 4 4
4
4
ADJUSTABLE
WEIR4('YP
SEE is 1 16" LAKE - qs" I
OVERFLOW
,CGP 0 T
GROUT IIINEW 24"
ISIP�W ON�
S I HO� E,_. 27.5
127.5 M SET
UM) Tay
4 4 44 1 A2b.b2 MLIHU
14\1 1 4 4 TUM)
10" EXISTINGJ 16" EXISTING
SIPHON SIPHON
INV. 25.52 HY. R;I.S INV. 26.27
(125.52 METRO DATUM) (12;z.§ H�;:RG DA, hl) (126.27 METRO DATUM)
SECTION
SCALE: 3/8" = 1' -0"
�4
10" EXISTI
SIPHON
L- 16" EXISTING
SIPHON
SECTION
SCALE: 3/8" = 1' -0-
i4 !EL. 25.52
125.52 t
DATUM)
NEW 24"
SIPHON
z
00
I z
J zo
0
z
I DESIGNED: 1 CHECKED: DATE
DEPARTMENT OF NATURAL RESOURCES
VAR, 1,998
BRYN MAWRSSYSTEM IMPROVEMENTS
K.J.D. ju
CARRY STRUTHERS ASSOCIATES, INC. CHFDUIE A He
3150 RIchords Road, Suite 1 100 DRAWN:
REVISED PER RECORD DRAWING MARKUPS MKW 12-00 CMO
Bellevue, WA 98005-4446
2 1 DESIGN CLAP;FICATION CGH KJD 3/98 Phone: (425) 519-0300 RECOVMENDED� DETAIL SHEET 4
AS SHOWN __5RAWNG NO
CGH KJD 2/98 Fax: (425) 519-0309
7e. :2, L �E C134
ITI-I RAU No King County
ty SIPHON INLET STRUCTURE
APPROVED.
No. REVISION BY APPDT DATE / I C73130C
DETAIL & SECTIONS SHEET N0; OE
V V V V V
I o I J L I U H
5
4
3
2
A 6 21 n I I
SUMP WITH
GRATE, SEE
7
DIRECTION OF
R OW
PLAN
SCALE: NTS
_C108' 0115
SEE MANHOLE DETAILGANQ
FOR TYPICAL REDUCING
EXISTING GROUND --- SLAB FOR FRA., COVER,
AND ADJUSTING 91 DICK
REQUIREMENTS.
-
1-1/2" PVC SUMP
PUMP DISCHARGE TO
MANHOLE' OR SIPHON
INLET STRUCTURE i
RR
T TYP. BOTH SIDES
I
!C FLOW METER
-:57- 'k _? STA 34+35.03
A 68 1 86 STA 60- 28,55
01 - E ACCESS
DF TWO)
UNG (TYPICAL)
PRECAST VAULT
NOTE: SLOPE FLOOR TO DRAIN
XX
SUMP PUMP,
DIMENSION
(17)
DISCHARGE TO C (
MANHOLE, SEE"1�7—
PIPE 0
LOCAION E
A
(MIN)
—IC
(MIX)
D
'
STA 344-35.03
...
5+A - 10
6.25 2.0
3.0
5.0 -,
STA 60+28.55
SwFA 88 1 96.49 2.0
4.0 2.0
3.0
4.0 1
SECTION
A'�
SCALE: NTS
0
Li
� cn
Z) L'j
to
>
TWO SWING CHECK VALVES
ONE UNION BALL VACVE
1-11/2" D.A.
SCHEDULE 80 PVC
ii
I `UVVLN AND CONTROL
WIRING TO CONTROL
JUNCTION, SEE
ELECTRICAL DRAWINGS.
SUBMERSIBLE
SUMP PUMP
NOTE 11
THIS DETAIL SHOWS GENERAL �—LEVEL CONTROL SWITCH
ATTACHED TO PUMP
PIPING ARRANGEMENT. FOR
SPECIFIC ORIENTAT50N OF PIPES
AND VALVES, SEE DRAWINGS. SECT ION
SUMP PUMP 17)
SCALE: NTS
LEVEL SENSOR --�
PROVIDE PRESSURE
TIGHT CONNECTION
150# FF FLO
48" SS�
SUMP,
SEE DRAWINGS
TEMPERATURE SENSOR
PROVIDE PRESSURE
TIGHT CONNECTION
SEE zo
NOTE I
CONTRACTOR TO LOCATE LEVEL SENSOR
ON FLANGE AND SIZE RS SUCH THAT
LEVEL SENSOR IS INSTALLED TO GIVE AN
ACCURATE READING.
LEVEL SENSOR INSTALLATION
(FOR RCP) DETAIL 1 9
SCALE: NTS
,Record Drawing12/00
These drawings have been
modified to conform with
information provided by the
contractor. See oUg'no; file
copies for engineer's
professional seal.
J,
CALL 2 DAYS z
,2
'BEFORE YOU DIG
2OU
'I-8UU-424-55551
tz z
DATE:
DEPARTMENT OF NATURAL RESOURCES
JAN. 1998
D BRYN MAWR SYSTEM IMPROVEMENTS
GARRY STRUTHERS ASSOCIATES, iNC, L SCALE�
[!11`A IN SCHEDULE A
3150 Richards Road, Suite 100 TLE NO
T Bellevue, WA 98005-4446 CM0
REVISED PER RECORD DRAWING MARKUPS !MKWI 112-00 Phone: (425) 519-0300 RECOMMENDED; AS SHOWN
DETAIL SHEET 5 DRAWNG NO
CONFORMED ICGH! 2/98 Fax: (425) 519-0309 7e.e 1,4.1 CONTRACT NO King County I
FLOW METER VAULT & C135
No. REVISION BY I APP'DI DATE APPROVED!
V V V C3130C
V I MISCELLANEOUS DETAILS
I S_HEE NO OF
I I - J H
A 8 C D F F H
3/8" ALUMINUM
SCUM BAFFLE
4%2" SCH. 40
ALUM TUBE
0" MIN.
12" MAX-
CONNECTION
SM �11 0.
��A R�
0
!rLL PLATE
WALL fl
ONE LAYER OF
ASPHALT COATING
BEHIND WEIR
11 � ". I I "
LOW HEAT WELDS
(TYP•CAL—BOTH SIDES)
\ 3/4"0 S.S. A.B., TYP.
A 1 /ALUM. W WEIR
NOTE;
ALL ALUMINUM SURFACE IN CONTRACT WITH CONCRETE
AND/OR DISSIMILAR METALS ARE TO BE PAINTED
ACCORDING TO SPECIFICATION SECTION 009900.
ADJUSTABLE FLOA T CATCHER DE T
I �' I X L ('T 6
SCALE: 1 1' — 0" 0134
Z�
SECTION
SCALE: 1 = 1' — 0'*
o
61, a = 114 a kyj 1611 tw I Iffl I �
NOTE: TOP OF CLASS E ASPHALT CONCRETE ELEVATION
SHALL BE PROV T 0 IDED CONTRACTOR BY ENGINEER. RESTORATION PLANS
'
KC CONTRACT C73130C
DATED JUNE 1998
SCH A STA 13-60 TO STA 42+66 lv-- J
SCH B STA 104+68 To STA 135+40
SCALE: NONE
IN
(103.1 METRO DATUM)
ABANDONMENT OF 7
BRYN MAWR -..LR.UN.N CONNECTION ('1- 8
SCALE: 1 3' — 0" 1,,,C101/
!Record Drawingl2/00
These drawings have been
modified to conform with
information provided by the
contractor. See original fife
copies for engineer's
professioncii seal.
Z
0
11CALL 2 DAYS
U DIG BIEFORE YO L)
DESIGNEM 'CHECKED: i I DATE
DEPARTMENT OF NATURAL RESOURCES
K.J.D. jG BRYN MAWR SYSTEM IMPROVEMENTS JAN. 1998
GARRY STRUTHERS ASSOCIATES, INC.
3150 Richards I Suite 100 �oALE SCHEDULE A
Believue, INA 98005-4446
0
DETAIL SHEET 6
REVISED PER RECORD DRAWING MARKUPS MKIN i 12-00 Phone: (425) 519-0300 AS SHOWN * I DRAWING N.
V-98 -R- e-0 "4" 60 �IRAcT Nol� King county ADDENDUM NO. 1 & 2 — CONFORMED CON I KJD Fax: (425) 519-0309
------ APPROVED: I MISCELLANEOUS DETAILS C136
No. REVISION BY APP'D1 DATE
C73130C HI No or
V V
I I u t G H
A 8 C n r F I I
Z
NOTES:
1. MATERIAL IS CAST IRON ASTY A48 CLASS 30.
2. DRILL AND TAP THREE 5/8"-11 NO HOLES THROUGH
FRAME AT 120' AND 11 11/16" RADIUS,
WATER TIGHT
LOCKING MANHOLE FRAME (-19
SCALE: NONE l,,S103)
SECTION G
SCALE: NONE
TO
SK
E
-I-1 i F7-I-7-
NOTES:
1- USE WITH THREE LOCKING BOLTS 5/8"-11 NO STAINLESS TYPE 304
STEEL SOCKET HE-AD (ALLEN HEAD) CAP SCREWS 2" LONG. DRILL
HOLES SPACED 120' AT 11 1/16" RADIUS.
2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06
0
3, DRILL THREE I INCH HOLES SPACED AT 120 AND 9 1/2" RADIUS.
LOCKING MANHOLE UID 20
SCALE: NONE 11S103
25"
2 1 /811
7777 � I
1/4"-J� CC 1 3%16 " -i
cc
SECTION
SCALE: NONE
1 1/16" FROM CENTER
Go
� = Go
3/8" x 5/16" NEOPRENE
GASKET (RECESSFD
14t60 :D i
UROMETER �A�DNESS
BOLT —DOWN DETAIL 21
SCALE: NONE
F-1/2" SO.
1/4" SO-
-4/16
LOVER SKID DESIGN DE-,A,''
COVER SKID DESIGN DETAIL 22"�
SCALE: NONE
Record Drawing12/00
These drawings have been
modified to conform with
information provided by the
contractor. See orig'nal file I
copies for engineer's
I professional, seal.
z
00
k—ALL 2 DAYS �5
�z
—0
BEFORE YOU D 1, G z trU
j <
1-800-424—
5555
c)
z
T
DEPARTMENT OF NATURAL RESOURCES
JAN. 1998
CARRY STRUTHERS ASSOCIATES, INC. K.J.D. 1 ic I BRYN MAWR SYSTEM IMPROVEMENTS
S DRAWN: SCAI E SCHEDULE A ,FILE �.
3150 R'cha'rd Road, Suite 100'
Be'levue, WA 98005-4446 ICG"
DETAIL SHEET 7
REVISED PER RECORD DRAWING MARKUPS MKIN 12-00 Phone: (425) 519-0300 ;RECOMMENDED: AS SHOWN ERAW NO N.
Fax:
CONFORMED (425) 519-0309
C13 7
CGH 2/98 le' 1�2454eft� No. King County WATER TIGHT LOCKING
No. REVISION I BY APP'Di 3 DATE APPROVED:
C73130C r�11171 NO OF
MANHOLE FRAME & COVER
J H
2" 1/4"
24"
L4�
I L
23 324-,
-----------
33 3/4"
SECTION G
SCALE: NONE
TO
SK
E
-I-1 i F7-I-7-
NOTES:
1- USE WITH THREE LOCKING BOLTS 5/8"-11 NO STAINLESS TYPE 304
STEEL SOCKET HE-AD (ALLEN HEAD) CAP SCREWS 2" LONG. DRILL
HOLES SPACED 120' AT 11 1/16" RADIUS.
2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06
0
3, DRILL THREE I INCH HOLES SPACED AT 120 AND 9 1/2" RADIUS.
LOCKING MANHOLE UID 20
SCALE: NONE 11S103
25"
2 1 /811
7777 � I
1/4"-J� CC 1 3%16 " -i
cc
SECTION
SCALE: NONE
1 1/16" FROM CENTER
Go
� = Go
3/8" x 5/16" NEOPRENE
GASKET (RECESSFD
14t60 :D i
UROMETER �A�DNESS
BOLT —DOWN DETAIL 21
SCALE: NONE
F-1/2" SO.
1/4" SO-
-4/16
LOVER SKID DESIGN DE-,A,''
COVER SKID DESIGN DETAIL 22"�
SCALE: NONE
Record Drawing12/00
These drawings have been
modified to conform with
information provided by the
contractor. See orig'nal file I
copies for engineer's
I professional, seal.
z
00
k—ALL 2 DAYS �5
�z
—0
BEFORE YOU D 1, G z trU
j <
1-800-424—
5555
c)
z
T
DEPARTMENT OF NATURAL RESOURCES
JAN. 1998
CARRY STRUTHERS ASSOCIATES, INC. K.J.D. 1 ic I BRYN MAWR SYSTEM IMPROVEMENTS
S DRAWN: SCAI E SCHEDULE A ,FILE �.
3150 R'cha'rd Road, Suite 100'
Be'levue, WA 98005-4446 ICG"
DETAIL SHEET 7
REVISED PER RECORD DRAWING MARKUPS MKIN 12-00 Phone: (425) 519-0300 ;RECOMMENDED: AS SHOWN ERAW NO N.
Fax:
CONFORMED (425) 519-0309
C13 7
CGH 2/98 le' 1�2454eft� No. King County WATER TIGHT LOCKING
No. REVISION I BY APP'Di 3 DATE APPROVED:
C73130C r�11171 NO OF
MANHOLE FRAME & COVER
J H
4
3
2
A B r. n I
FLOW METER VAULT. —
SEE PLAN ON SHEET El
2"GRS W/8
VENDOR CABLES
2"GRS 2#12 1`12G ND
(SUMP OUTLET
FLOW METER CONSOLE F
PLAN ON SHEET E102.
= 50,
241 X 12"W X 24"D
PULLING VAULT W/H20
LOADING RATED LID
A A
UNDERGROUND
SERVICE
PUGET
METER AND CONS-RL)C-ION N OTCS
20/2 -cz::Zl KWH BASE ON
KING COUNTY _KWH_ ENCLOSURE PROVIDE AND INSTALL NEW 20 AMP, 2 POLE CIRCUIT
RNENUE F—
BREAKER IN PANEL OF EXISTING RESTROORI BUILDING.
METER AND ROUTE RACEWAY IN MECHANICAL SPACE. ROUTE RACEWAYS
2KWH -�-�Q 1, BASE ON 1 6 (TELEPHONE AND UNDER WALK I PULLING VAULT.
I I I E To
ENCLOSURE G I IN' �100/2
#1/0 #4GND — ALL SURFACES TO BE REPAIRED TO MATCH EXISTING AREAS.
aLEPHONE CABLE
PROVIDE MINIMUM 6 INCH SEPARATION BETWEEN POWER
I METER CONSOLE PANEL) J� AND ELEPHONE RACEWAYS,
T
L!j L�4- 20/1-
IGI !NJ '100/2 ENTRANCE
O i L.I
I UT-202 RATED PROVIDE AND INSTALL TELEPHONE RACEWAY TO NEW
SERVICE !BREAKER T
1 20/1 EILEPHONE WEATHER HEAD, INSTALL ADJACENT TO EXISTING
20/1 ENTRANCE 1 PANEL IN PAY PHONE-
2
RATED C — FIT -201 FLOW METER
0— J -102 BREAKER PANEL IN 20
/1 CONSOLE PROVIDE AND INSTALL METER BASE ON EXTERIOR OF FLOW
'
20/1 METER 'CONSOLE PANEL.
2 FLOW METER 0— TELEMETRY
0— FIT -1101 CONSOLE PANEL E5:�--, PROVIDE AND INSTALL ELECTRICAL AND TELEPHONE RACEWAY
20/1 TO NEW WEATHER HEADS AT TELE/PDWER POLE WITH
20/1 4 — T' EMITRY TELEPHONE LINE DROP.
TELEMETRY 0 — LIT-204 EXISTING LIFT STATION F
N�TALIL ELECTRICAL TO /UP POLE PER PUGET DESIGN
S
20/1 STANDARDS. FIELD VERIFY DISTANCE TO POLE.
5 20/1
4 C— PANEL OUTLET
0— PANEL HEATER [6:::--, PROVIDE AND INSTALL MET ER AND BASE FOR PRIVATE
20/1
20/1 METERING (NON-UT11-ITY). BASE SHALL BESQUARE-D
5 6 URTRS 101B WITH ACP CLOSING PLATE. METER SHALL BE
o— PANEL OUTLET 0— PANEL HEATER ASS D5S METER, WITH POLYCARBONATE COVER, OR EQUAL.
20/1 20/1
7
6
-0 0— SUMP OUTLET 0— SUMP OUTLET I
RENTON PARK SITE BRYN MAWR SITE
SINGLE LINE DIAGRAMS
INLET SITE PLAN : SIPHON INLET STRUCTURE — BRYN MAWR SITE
SCALE: 1 20"
lRecord Drawing12/00
These drawings have been
modified to conform with
information provided by the
contractor. See original file
copies for engineer's
professional
06
0
<
01
Qz
1 DESIGNED: ;CHECKED:
I
HPARMENT OF NATURAL RESOURCES DATE:
L)ANUARY 1998
ENPNEERM, INC. IDM9 DMB BRYN MAWR SYSTEM IMPROVEMENTS
GARRY STRUTHERs ASSODATES, INC. 110- 1.110 _...a11 n, #100! DRAWN: SCALE: SCHEDULE A
3150 Richards Road, Suite 100 Wi C—k, WA. DE012
IF'— (425) 338-2416
Bellevue, WA 98005 -4446 F.. (4 s) 338-0827 !HJ
REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300
-fiECOMMENDED: AS SHOWN ELECTRICAL SITE PLANS & [oR nwms No
CONFORMED CGH 2,98 Fax: (425) 519-0309
King County
No. REVISION APPROI 6 El 01
CONTRACT NO: SINGLE LINE DIAGRAMS
BY �APP'D� DATE
C73130C SHEET N0: OF
V V V V
I I I L - G H
5
4
3
2
A a C n p I
2" GRS, 5 VENDOR CABLES
rA
VENDOR CABLE
2" GRS W/ 8
To PE
TELEMETRY
ENCLOSURE
2" CPS, 2#12, #12 GIND
3/4"
GRS, 2#12, #12GND-
2"GRS W/ 3 VENDOR CABLES
EXISTING GROU
FE
X01
FE
X01
X01
!Record Drawing12/00'i
These drawings have been 1
modified to conform with
information provided by the 1
contractor- See original file I
copies for engineers
processional seal. I',,
DIRECTION OF
FLOW
-j-
1" FLEX, 2 VENDOR CABLES
2" GRS, 3 VENDOR CABLES
CLASS 1, DIVISION 2
ATMOSPHERE (ENTIRE VAULT)
FE FE
A�;) P
A X01%
1
-YXT'
LE T9 x01 XCH
A C F
X02 XO�
W
EX P/ P. PRFi
'E FE
8 X91 ED
X01 x0i X01
L I 4:�� 41
PLAN
SCALE; NTS
16 X16'X6" NEMA 4X J/BOX
• L-T? LEVEL TEMP
o SENSOR
A
FE
x0i
FE
X01
.SECTION
E:
SCA1— NTS
PLAN AND SECTIONS TYPICAL BOTH SITES.
X01
16"X16"X6" NEMA 4X J-BOX
(TYPICAL 2 PLACES)
1" LIQUID TIGHT FLEX W1 VENDOR
(TYPICAL I
Y L 6 PLACES)
U 1"
CONSTIR t-I T1 ION NOTES:
CONTRACTOR SHALL SUPPLY AUTOCON CLASS 9508 RTU, FROM TSI, TO FLOW
METER CONSOLE PANEL FABRICATOR TO INSTALL.
CONTRACTOR AND TSi SHALL WITH KING COUNTY COMMUNICATIONS
E
DEPARTMNT TO PROVIDE PROPER TELEPHONE LINK FROM EACH REMOTE
TO THE F A ST MERCER MTU.
TSi SHALI MODIFY EXISTING MTU AT SOUTH MERCER STATION TO RECIIEVE SIGNALS
FROM N . EW RTUS. MODIFICATIONS SHALa INCLUDE ADDITIONS OF NECESSARY 1/0
IN MTU AND PLC,
KING COUNTY W;LL PROVIDE PLC PROGRAM MODIFICATION WORK AT SOUTH MERCER
AND RENTON WWTF FOR SIGNALS.
I U,
ELAN 2
SCALE: NTS
METER
BASE
METER TELEMETRY EQUIPMENT
(F/LY--XOOA)
PANEL
ii L FLOW METER TRANSMITTER
I BOARD
(FQ;,T-XO1)
101 INTRINSICALLY SAFE WIRING AREA
INTRINSIC SAFE
AREA WIRING
BARRIERS L LEVEL TRANSMITTER
500 WATT (LIT -X02 & 204*)
HEATER 43 HX36'WX12"D
W/ T-STAT j 316 5-5. ENCLOSURE, NEMA 4X,
W/ LOCKING 3 POINT
HANDLE
lINCOMMING tq-
POWER
Lj
Lj EXP, PROOF SEAL (TYP. 2)
7
K-�
TELEPHONE FLOW AND LEVEL TRANSDUCERS
IN VAULT
POWER To
SUMP PUMP
OUTLET -
ELEVATION
SCALE: NTS
NOTE: PANEL SHOWN WITH DOOR REMOVED
FLOW METER CONSOLE PANEL IN STAi 1 ATION
TYPICAL BOTH SITES
SYMBOLS ARE PER !SA ESP 5.1
LINE POWER
FAIL FAIL
YA RENTON
YA WWTP
L
L
\X05 j
4:
X06 (DXOI `T204
I
5�1
CD
NOT IN CONTRACT
(BY KING COUNTY)
SOUTH
/F/L MERCER
0
PUMP STATION
C
F/LY,,,
xoo
WORK (!
BY Is! B
TELEIETHONE
LINK
F/ LY
T -
- -
--
X00
204 1 FLOW
METER
CONSOLE
FQIT 1 PANEL
X011 11
(TYPICAL)
aj
4�
-4 7
i I
LE LE TE -FE-�
C
204 X02 X03 01
S S
IS it S S
FE I FE
- X01
xcH
A E
S
FEDXO 1 F 'B
(-F'E-\
ADAPT �X 0 �1D
,ER TABLE
STATION MODIFIER X FLOW METER VAULT
RENTON PARK STATION 1
BRYN MAWR STATION 2 TYPICAL
i.e. Renton Row Meter - FQIT 101 - FLOW MONI TOR NG P & !D
- - Bryn Mawr Station Only
0"
1z
0
0
ZQ
Nw
u5
1
z
1 DES�GNED I [
CHECKED:
DEPARTMENT OF NATURAL RESOURCES DATE7
(D5 ENGINEERING, INC.
I JANUARY 1998
I DM8 DIVID BRYN MAWR SYSTEM IMPROVEMENTS
GARRY STRUTHERS ASSOCIATES, INC. 116030 51th,11 E—Itt H� #1001
I M r1ILE No
3150 Richards Road, Suite 100 N o—k, WA, 98012 1 SCHEDULE A
PIn,.— (425) 338-2416
Bellevue, WA 98005-4446 F-; (425) 338-0827 !MAR
Phone: (425) 519-0300 AS SHOWN
;RECOMMENDED: EN
REVISED PER RECORD DRAWING MARKUPS MKW ELECTRICAL DETAILS
12-00 FR c�(Wm DED, alAwil. N.
CONFORMED CGH 1 2/98 1 Fax: (425) 519-0309
ie- &,,e,
CONTRACT NO� King County FLOW METER VAULT & 1 E102
N.. REVISION BY DATE I APPROVED:
C73130C
MISCELLANEOUS DETAILS �C- No
I — , -'OF
V V V ---------- V-
I I I J H
IIIIIIIIM
_____________________________
FROM CIRCUIT /
. .
--1
--J_�
'
[------------------------------------------1
�^-1no)
LFJ
LE-7----------------------------
-
-
po*cR
FALL
1
|
L-
�
_j
|
'
i�-�� [--------�--
�-t1
L
--------------------------�----
�
� --- L
/
/
-___
[ -------------------T-----------------1
-
-T
-1
| FE
/
/
--------------------
L-
�-
/
[-
r------------
------------1
-T-
+-
`--���_]
-
`c��|1_]
_ �
/ `���� J
`���� ] /
----T-
LEVEL
/
Y
/
! �
L �-----------------T-
. !
Lf ___-_____________
.
/
D
��
FROM CIRCUIT
/ //
FROM onoun 3
PANEL 1 |
ES F--�----
/
/ pn�s
u`
suppn
I+
/
/ z-L'
/ C CR z� |
/ \rF/
AUTOCON RTU (BY TS;)
� ^r-
_l
= REN70N PARK STATION
FROM CIRCUIT 4 PANEL F[
I ES
FROM CIRCUIT 1 200
FROM CIRCUIT 2
00 1 i
IL
cmcuIT s
POWER
soppu
oncuIT
axISrwc
xurocow MTu
WITH NEW 1/0
AS REQUIRED�
1/
/
_]
SOUTH MERCER puwp swTIow
'
[------------------------------------------1
�^-1no)
LFJ
-
po*cR
FALL
(,x-/on)
�
/
snmow
ruow
(n-101)
L
/
[-------
-----------------
-T-
-
-T
-1
| FE
/
--------------------
/|
�-
`~��[_J
/
/ `����_J
-
-1 /
/
-
`c��|1_]
_1
/ |
L_ ----T-
LEVEL
Y
/
/
�
�
. !
Lf ___-_____________
.
�--
/
/
!
L
FE
__,
__]
/
FE
_
/
-
_
[
-|
------------------
|
T-
+-
`����_�
H
L
cmcuIT s
POWER
soppu
oncuIT
axISrwc
xurocow MTu
WITH NEW 1/0
AS REQUIRED�
1/
/
_]
SOUTH MERCER puwp swTIow
EXISTING
PLC WITH NEW yn
AS REQUIRED
,Record Drawing12/0
These drawings have been
modified to conform with
nformct'on provided by the
See original fi!e
copies Tor engineers
Professional seal.
�
�
�
�
�
=�-To°
m�
DEPAR MENT OF NATURAL RESOURCES
(D5 ENGINEERING, INC. JANUARY 1998
3150 Richards Road, Suite 100 M C_111h.1AH 1 DRAWN: —[71ALE
Pill 3, k, , 01 i SCHEDULEA FILE NO:
�25) 38-0327 MAR
Bellevue, WA 98005-4446
REVISED PER RECORD DRAWNG MARKUPS MKW '12-00 �hone: (425) 519-0300 RECOMMENDED FLOW/LEVEL MONITORING
AS SHOWN i I DRAWING NO
CONFORMED CGH 2/98 Fax: (425) 519-0309
ie. a King County
REVISION 77D APPRO
N.. BY IAP DATE
C73130C SHEET NO: OF
" *
uws
FALL
�^-1no)
LFJ
-
po*cR
FALL
(,x-/on)
snmow
ruow
(n-101)
/
_
uws
(Yx-205)
FALL
-
pm*sx
(x^-zoo)
CC
mu
PIT -----r-
s/pxow
(u-204)
LEVEL
Y
/
smr/ow
rm*
EXISTING
PLC WITH NEW yn
AS REQUIRED
,Record Drawing12/0
These drawings have been
modified to conform with
nformct'on provided by the
See original fi!e
copies Tor engineers
Professional seal.
�
�
�
�
�
=�-To°
m�
DEPAR MENT OF NATURAL RESOURCES
(D5 ENGINEERING, INC. JANUARY 1998
3150 Richards Road, Suite 100 M C_111h.1AH 1 DRAWN: —[71ALE
Pill 3, k, , 01 i SCHEDULEA FILE NO:
�25) 38-0327 MAR
Bellevue, WA 98005-4446
REVISED PER RECORD DRAWNG MARKUPS MKW '12-00 �hone: (425) 519-0300 RECOMMENDED FLOW/LEVEL MONITORING
AS SHOWN i I DRAWING NO
CONFORMED CGH 2/98 Fax: (425) 519-0309
ie. a King County
REVISION 77D APPRO
N.. BY IAP DATE
C73130C SHEET NO: OF
" *
5
4
3
2
4 V t F G H
A 5 21 n
DRAWIN1 INDEX : SCHEDUU E A
DRAWING SHEET TITLE
N0 N0
...,--iP4a+rviNEE_
TRJC I'JRt 45' SEND EXISTING INVERTED SIPHON
io REMAIN ;N SERME 3100 1 VICINITY MAP AND LOCATION MAP
-- /
C101 2 KEY MAP AND DRAWING INDEX
G1=02 3 ABBREVIATIONS, STANDARD SYMBOLS AND LEGEND
LAKE WASHINGTON
3103 4 GENERAL NOTES, CONSTRUCTION NOTES, AND HAUL ROUTE
1
„NCLR} 0101 5 PLAN AND PROFILE STA 04-00 TO S?A 5,
` 272_E - i
a t w 6iN R01 -41D
CI02 6 PLAN AND PROFILE ST =A 5+00 TO STA ;O +DG
\`11 tI4 SEND (FILR C103 7 PLAN AND PROFILE STA 10 +00 TO STA 14 +03.86
C 111 i i Ci10 MH ROI -41C
+ 0104 8 PLAN AND PROFILE STA 14 +03.86 TO STA 19 +00
C105 9 PLAN AND PROFii E STA 19 +00 TO STA 24+00
45' SEND
\ 22 1f2• SENT kSTNO MH Rol -42 C106 10 PLAN AND PRORI E STA 24 +00 TO STA 29 +00
ial R 1-41B '; t 0107 11 PLAN AND PROFILE STA 29 +00 TO STA 34 +00
REN'0 IN C108 12 PLAN AND PROFILE STA 34 +00 TO STA 39 +00
CITY LIMITS
Rm-4tA C1O9 13 PLAN AND PROFILE STA 39 +00 TO STA 42 +65,94
0
C110 4 PLAN AND PROFILE STA 42 +65.94 TO STA 47 +00
MH R01 -41 C'=11 5 PLAN AND PROFILE STA 47 +00 TO STA 52 +00
1
l C112 16 PLAN AND PROFILE STA 52 +00 TO STA 56 +00
C113 17 PLAN AND PROFILE STA 56 +00 TO STA 61 +09,71
Ct14 18 RENTON SEWER CONNECTION DETAIL.
r
C1' =5 19 SITE PLANS: SIPHON OUTLET &SIPHON INLET STRUCTURES
C116 - C119 NOT USED
G b
t
C120 20 T.E.S.C. AND RESTORATION PLAN STA 0 +00 - STA 10+00
C121 21 T.E.S.C. AND RESTORATION PLAN STA 10 +00 - STA 19 +00
MH R01 -40 ` m 0122 22 T.E.S. C, AND RESTORATION PLAN STA 19 +00 - STA 29 +00
C123 23 T,E.S.C. AND RESTORATION PLAN STA 29 +00 - STA 39 +00
C124 24 T.E.S.C. AND RESTORATION PLAN STA 39 +00 - STA 47 +00
0125 25 T.E.S.C. AND RESTORATION PLAN STA. 47 +00 - STA 56 +00
0126 26 T.E.S.C. AND RESTORATION PLAN STA 56 +00 - STA 61 +09.71
MH ROi 63
01,,27 '- C129 NOT USED
a C130 27 TEMPORARY EROSION/SEDIMENTATION DETAILS
c1
MH ROi 62 0131 28 DETAIL SHEET 1 MANHOLE AND 24" DIA LOCKING FRAME AND COVER
I
C132 29 DETAIL SHEET 2 CURB AND TRENCH
C133 30 DETAIL SHEET 3 INVERTED SIPHON OUTLET
MR R01 -61
�r
C134 31 DETAIL SHEET 4 SIPHON INLET STRUCTURE DETAIL & SECTIONS
° C135 32 DETAIL SHEET 5 FLOW METER VAULT & MISCELLANEOUS DETAILS
c
!Record Drawin12j00 MN R01-60
C136 33 DETAIL SHEET 6 MISCEU ANEOUS DETAILS
0703 -�- — -- '
These drawings have been --- C10� -- ' 011 C137 34 DETAIL SHEET 7 WATER ,1GHT LOCKING MANHOLE FRAME & COVER
modified to conform with_. 5101 35 STPUCTuRA? NOTES
information crovided by the I
contractor. See or;g na; file MH Rat ss 1 z I 5102 p 36 EASTSiDE INTERCEPTOR CONNECTION PLANS, SECTIONS, AND DETAILS. >
MH R 11- -4j22AA z _I
copies for eng ;peer's 0 C)
professional seal. w 1 _ 5103 37 STRUCTURAL DETAILS z
>�o
,l z) ;' S104A 38 SIPHON INLET STRUCTURE Z =�
W N
i
CAL_ 2 DAYS o 51048 38 SIPHON INLET STRUCTURE o� �
LAN & 1NG: E LINE DIAGRAMS =
E; 01 39 ELECTRICAL SITE P _
BEFORE YU0L_J DEG
E102 40 ELECTRICAL DETAILS FLOW METER VAULT & MISCELLANEOUS DETAILS ¢ z
800- 424- 55F./5
E103 41 FLOW/LEVEL MONITORING LOOP DRAWINGS
DESGNED: !CHECKED:
DA
DEPARTMENT OF NA TU RAL RESOURCES
K.J.D. G. BRYN MAWR SYSTEM IMPROVEMENTS JAN. ':998
GARRY STRUTHERS ASSOCIATES, INC.
1 DRawN. �SCA.LE: SCHEDULE A E��E NO:
3.5D Richards Road, Suite 100
Be evue, WA 98005 -4446 C G H.
REVISED - NEW SHEET ADDED MKW 2 00 Phone: (425) 519 -0300 RrCOMMENDED: � NONE KEY MAP AN D
CONFORMED CCH 2/98 Fax: (425) 519 -0309 eRAV�NC No;
No, REVISION BY APP'D DATE ! CONTRAST No: i King County DRAWING INDEX I G I 01
APPROVED:
/Q k /'' C73130C I Sr,EEi NP: OF
i
5
4
3
A a C 1) 1 1 1
c - maknavilev's
ASSN ABBREVATE(D)
ACT ACTIVATED
PORT ADAPTER
AD ADDENDUM
ADD ADDITIONAL
ASH ADHESIVE
ADU ADJUSTABLE
AGG AGGREGATE
AMB AMBIENT
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
ANC ANCHOR
As ANCHOR BOLT
AGO ANGLE GATE VALVE
AV ANGLE VALVE, ACID VENT
AVE AVENUE
ARCH ARCH!-FEC (URAL.)
ASTIM AMERICAN SOCIETY FOR TESTING MATERIALS
AUX AUXILLARY
AVG AVERAGE
BPR BACK PRESSURE REGULATOR
8/8 BACK TO BACK
8K BACK, BOOK
BCFV BACKFI- OW CHECK VALVE
BEG BACKFLOW PRE dENTER
BAC BACTERIA, BACTERIOLOGICAL
BAUV BALANCING VALVE
DO BALI - VALVE
RED BAR SCREEN
SIX BEAM, BENCHMARK
ERG BEARING
BTD BEARING TEMPERATURE
BTWN BETWEEN
BCR BEGiNNiNG OF CURVE CENTER
BLK BLACK, 9LOCK(ING)
BE BLIND FLANGE
80 KOWOFF
SO BOLT CIRCLE, BEGIN CURVE
BOP BOTTOM OF PIPE
BLVD BOULEVARD
BKT BRACKET
BLDG BUILDING
BUN, BUTTERFLY VALVE
BP BYPASS
CDF CONTROL DENSITY FILL
Cl CAST !RON
C
3 P CAST IRON PIPE
GEM CEMENT
CMG CEMENT MORTAR COATED
CML CEMENT MORTAR LINED
CTR CENTER
C/C CENTER TO CENTER
STANDARD SYMBOLS
CL
CENTER LINE, CHLORINE, CURRENT LIMITING
DIFF
DIFFERENTIAL
Ina
FORCE MAIN
C�HAM
CHAMFER
DIM
DIMENSION(ED)
FWD
FORWARD
CH
CHANNEL, CABINET HEATER
DISCH
DiSCHANGE(ED)
FEN
FOUNDATION
CV
CHECK VALVE, CONTROL VALVE
DISC
DISCONNECT
TURN
FURNISHED
CHEM
CHEMICAL
ON
DOWN
FUT
FUTURE
CO
CLFANOUT
DWG
DRAWING
GALV
GALVANIZED
CLLR
CLEAR, CLEARANCE
DAB
DRILLED ANCHOR BOLT
CORP
GASKET
CLK
CLOCK
DIP
DUCTILE !PION PIPE
Go
GATE VALVE
COMET
COMPARTMENT
ED
EACH END, ENGINE EXHAUST
GA
GAUGE
COME
COMPLETE(TiON), COMPACT(ION)
EF
EACH FACE, EXHAUST FAN
GEN
GENERAL, GENERATOR
COMES
COMPRESSOR
EW
EACH WAY
GL
GRADE LINE
CAD
COMPUTER AIDED DESIGN
EWEF
EACH WAY EACH FACE
CBV
GLOBE OBE VALVE
CADD
COMPUTER AIDED DESIGN & DRAFTING
EA
EACH
GR
GROOVED
CMA
COMPUTER-NIANUAL-AUTO CONTRO: STATION
ESMT
EASMENT
CRTG
GRATING
DOUG
CONCRETE
F
EAST
GND
GROUND
CCP
CONCRETE CYLINDER PIPE
ELL
E'DOW
GRT
GROUT
CCSP
CONCRETE LINED & COATED STEEL PIPE
EI -
ELEVATION (ELEV.)
GO
GUARD
CMU
CONCRETE MASONRY UNIT
EMBD
EMBEDDED, EMBEDMENT
HH
HAND HOLE
GUIDE
CONDENSATE
EMER
EMERGENCY
HE
HAND STATION
CUD
CONDO.
ENCI
ENCLOSURE
H
HAND
CONN
CONNECT(OR)(ION)
EC
END 0 ' F CURVE
HDWR
HARDWARE
CONST
CONSTPUCT(ION)(Eu)
ENGR
ENGINEER
FDR
HEADER
CJ
CONSTRUCTION JOIN?
ENTR
ENTER, ENTRANCE
HT
HEIGHT
COTE
CONTACTOR
ED
EQUAL
HI
HIGH
CONT
CONTINUE(D), CONTROL, CONTINUOUS
EQUIP
EQUIPMENT
HWTR
HIGH WATER
GOUTS
CONTRACT(OR)
SOD
EQUIPMENT DRAIN
HORIZ
HORIZONTAL (HOR)
CORP
CORPORATION
EQUIV
EQUIVALENT
IN
INCH
ORE
CORROSION RESISTANT
ESI
EASTSIDE INTERCEPTOR
INFO
INFORMATION
CORR
CORRUGATED
EST
ESTIMATE(D)
!D
INSIDE DIAMETER
Can
CORRUGATED METAL PIPE
EXC
EXCAVATION
IF
INSIDE FACE
CTR
COUNTER
EXIST
EXISTING
INSTL
INSTALL
CCW
COUNTER CLOCKWISE
ES
EXIST'ING SURFACE
NT
INTERIOR, INTERNAL
CDC
COUNTERSINK(SUNK)
EJ
EXPAN'SiON JOINT
tNVEL
INVERT ELEVATION (E)
CPLG
COUPLING
EXT
EXTERIOR
INV
INVERT, oVERSE
CRN
CRANE
EX
EXTRA
IW
INDUSTRIAL WATER
XLP
CROSS- LINKED POLYETHYLENE
FAB
FABRICATE(D)(TION)
JT
JOINT
CUF7
CUBIC FEET (FOOT)
F
FACE
JF
JOINT FILLER
CFH
CUBIC FEET PER HOUR
FF
FAR FACE, FINISHED FLOOR
KIP
1,000 POUNDS
CFM
CUBIC FEE; PER M;NUTE
FS
FAR SIDE
R
POUND
CPS
CUBIC FEET PER SECOND
FED
FEDERAL
LVL
LEVEL
CUIN
CUBIC INCH
FRP
FIBERGLASS REINFORCED PLASTIC
LL
LOW LEVEL
CUM
CUBIC METER
FIG
FIGURE
LW
LOW WATER
CUYD
CUBIC YARD
ELF
RILTER, FLOAT
LWL
LOW WATER LEVEL
OW
CLOCKWISE
FOR
FINE CRUSHED ROCK
LWR
LOWER
CYL
CYLINDER
FIN
FINISHED
MACH
MACHINE
DEC
DECREASING
FTNG
PITTING
MAINT
MAINTENANCE
DEPT
DEPARTMENT
FIX
FIXTURE
MGMT
MANAGEMENT
DES6R
DESCRIBE
FC A
FLANGE COUPLING ADAPTER
MH
MANHOLE
DSGN
DESIGN
FL
FLOOR LINE, FLOW LINE
MAN
MANUAL
DET
DETA,L
PLO
FLANGE(D)
NED
MANUFACTURED
DAG
DIAGRAM
FLEX
FLEXIBLE EXIBLE
MFR
MANUFACTURER
DIA
DIAMETER
FUR
FLEXIBLE RESTRAINED JOINT
MFG
MANUFACTURING
D!
DUCTILE IRON PIPE
FT
FOOT, FEET
M/L
MATCH LINE
FIG
FOOTING
MAIL
MATERIAL
-
MAX
MAXIMUM
MECH
MECHANjCAI -
Mi
MECHANICA� " JOINT
MED
MEDIUM
MTL
METAL
MIN
MINIMUM
MSC
MISCELLANEOUS
MIX
MIXTURE
METRO
MUNICIPALITY OF METROPOI - TAN SEATTLE
WTR-C2
NONPOTABLE CITY WATER
C2
NONPOTABLE CITY WATER
NRS
NONRiSING STEM
N
NORTH
N/A
NOT APPLICABLE
NIC
NOT IN CONTRACT
NTE
NOT TO EXCEED
NTS
NOT TO SCALP
O/C
ON CENTER
OHP
OVERHEAD POWER
OPNG
OPENING
ORIG
ORIGINAL
CA
OVERALL
OVFL
OVERFLOW
PVT
PAVEMENT
PERM
PERMANENT
PHASE
PHASE
PIVC
PT OF INTERSECTION OF VERTICAL CURVE
PSI
POUNDS PER SQUARE INCH
PT
POINT
PVC
POLYVINYL CHLORIDE
PC
PORTLAND CEMENT
PCs
POSITION
PEI
POWER POLE
P/S
PRE-STRESSED
P/C
PRECAST CONCRETE
OTT
QUANTITY
QTR
QUARTER
R
RADIUS, RISER
RE
RAILROAD
REG
RECEIVE
REGO
RECEIVE
RED
REDUCE, REDUCER
SEE
REFERENCE
REG
REGULATE(OR)(ED)
REINP
REIN F ORCE(ED)(ING)
R/C
REINFORCED CONCRETE
RCP
REINFORCED CONCRETE PIPE
REBAR
REINFORCING BAR (CONCRETE)
RESTL
REINFORCING STEEL
REM
REMOVE(ABLE)
REEL
REPLACE(ED)
RED
REQUIRE(jNG)
READ
REQUIRED
RE?
RETAIN(!NG)
:
RETIN
BETA NING WALL
i
RT
RIGHT
PH
RIGHT HAND
R/W
RIGHT-OF-WAY
RDWY
ROADWAY
SAF
SAFETY
SAN
SANITARY SEWER
SCH
SCHEDULE
SEC
SECOND, SECONDARY
SECT
SECTION
SEW
SEWER
SK
SKETCH
SL
SLOPE
S
SOUTH
SPC
SPACE
SPG
SPACING
so
SQUARE
ss
SANITARY SEWER
STD
STANDARD
S T A
STATION
STG
STARTING
STL
STEEL
STS
STORM DRAIN SEWER
STRUCT
STRUCTURE
SIN
SOUTHWEST
TAN
TANGENT
TEL
TELEPHONE
LLES.C.
TEMPORARY EROSION
SEDIMENTATION CONTROL
TYP
TYPICAL
DO
UNDERGROUND
ON
UNION
UP
UTILITY POLE
V
VALVE
VC
VERTICAL CURVE
VCP
VITRIFIED CLAY PIPE
VOL
VOLUME
WTR
WATER
WE
WIDE FLANGE
W/
'WITH
W/O
WITHOUT
W
WEST
TYPICAL SECTION AND
DETAIL NUMBERING SYSTEM
(1) SECTION CUT TAKEN ON SHEET 10
DIREC71ON SECTION _19i SECTION LETTER
iS LOOKING
C
2
_-- DRAWING ON `NH;CH
SECTION APPEARS
(2) SHEET 20 SHOWS THE SECTION & IS
IDENTIFIED AS BELOW
IDENTIFIER rc-y —SECTION LETTER
SCALES 1, 0
DRAWING ON WHICH
SECTION WAS TAKEN
(3) DETAILS ARE CROSS- REFERENCED
,N A SIMILAR MANNER, EXCEPT
THAT DETAILS ARE !DENTIFIED
BY NUMBER RATHER THAN BY
LETTER,
(4) DASHED MEAN THE DETAIL 15
REFERENCED FROM MULTIPLE SHEETS
OR FROM THE SAME SHEET.
NATURAL GROUND OR GRADE STREET LIGHT OHP— OVERHEAD POWER LINE EDGE OF TRAVELED WAY, ---- ABANDON & PLUG PIPE BURIED CONDUIT
_?
INVISIBLE OR HIDDEN —TEL— BURIED TELEPHONE CABLE LINE
r— EXPOSED CONDUIT
IMPORTED BACKFILL. 2) VALVE —TS-- TRAFFIC SIGNAL CONDUIT HANDRAIL POWER VAULT CONDUIT BENT UP/'TOWARD
SURVEY MONUMENT OR
DRAINAGE DITCH PERMANENT BENCH MARK CONDUIT BENT DOWN/AWAY
ROCK FIRE HYDRANT G--- NATURAL GAS (WITH FLOW DIRECTION) � FLEXIBLE CONDUIT
NEW FORCE MAIN, EXISTING MANHOLE
SEWER OR WATER PROPOSED DITCH
CONCRETE ❑ WATER METER BOX NEW MANHOLE CONDUIT SEALS
EXISTING CONTOUR OUTLINE OR BOUNDARY
6� SOIL DURING & DESIGNATION PANELBOARD
lqr�_ _1
PRECAST CONCRETE (SECTION) CATCH BASIN OR INLET __125— PROPOSED CONTOUR BREAKUNE T 6 BY PACRIM, INC. 01 ELECTRICAL JUNCTION BOX
, SOIL BORING & DESIGNATION
CONSTRUCTION EASEMENT GRID LINE BME-1 BY'GARRY STRUTHERS ASSOCIATES, INC,
CONCRETE BLOCK DECIDUOUS T PEE & SIZE
4 CENTER I INE OF PIPE UT;IHTY NOTE 4- SOIL BORING DESIGNATION
BY OTHERS,
BRICK EVERGREEN TREE & SIZE &_\ 1 P&D
000000%0OCoO WOOD POSTS
CHECKER PLATE (D COORDINATE CALL OUT CENTER LINE OF ROAD EXIST. LIGHT POLE UTILITY VAULT ANALOG SIGNAL
WATER OR GAS METER SONIC/ULTRASONIC SIGNAL
PROPERTY LINE
POWER POLE FLEXIBLE COUPUNG (-F E`T, FIELD INSTRUMENT
GRATE --27"STS— STORM DRAIN & SIZE SECTION OR
- - - - — - - - — SUBDIVISION LINE ......... __M ITS OF CONSTRUCTION
I 0"SS SANITARY SEWER & SIZE X FIELD NSTRUMEN, PANEL
EXISTING ASPHALT PAVEMENT X
OUTLINE EXIST. TEMPORARY CONSTRUCTION FENCE
EXIS`,NG SANITARY SEWER INSTALLATION F CONDUIT SEALS
- PERMANENT EASEMENT BOUNDAR;ES XX
I I L �x
SOD OR SPEEDING RESTORATION 35" SS z CEMENT CONCRETE PVT z }5
— PROPOSED SANITARY SEWER 0
(NO CURB) M57+00 MONUMENT LINE STATUDN I
00
Z �
LANDSCAPE RESTORATION — 4"W WATER MAIN & SIZE 'Record Drawing12/001 0
EXISTING FENCE 57+00 PIPE LINE STATION I u= J
I
I <
— 15"!W— 15 NDUSTRIAi - WATER LINE These drawings have been z _u _C`
ROOKERY WAu,
— 12"F FIRE MAIN & SIZE EXIST. CULVERT/P!PE modified to conform w; h CA' 1 2 LAYS
_�iL WETLANDS SYMBOL I t 1 L_ L- 4-
information provided by the I
— P BURIED POWER CABLE WETLANDS BOUNDRY cortractor. See origind Tle
SILT FENCE 1 6 F F_0[� F Y
STEEL PLATE I �01 I DIG
11 X I copies for engineer's z
LOSE i professional seal. '51
DESIGNED: 1 CHECKED: 1 -800- 424-555 1 F
1 DATE:
------ DEPARTMENT OF NATURAL RESOURCES
'K.J.D. j.G. BRYN MAWR SYSTEM M1PROVEMFNTS JAN. 1998
GARRY STRUTHERS ASSOCIATES, I
3150 Richards Road, Suite 0
4& DRAWN: SCALE: SCHEDULE A rF-L= —NO
e 1
Bellevue, WA 98005-446 C. G, H.
REVISED PER RECORD DRAWING MARKUPS MKW 12-00 Phone: (425) 519-0300 ABBREVIATIONS, STANDARD
RECMAMENDED: NONE hDRAVINGNO
I U*
Fax: (425) 519-0309
CONFORMED CGHI 12/98
CONTRACT Na, King County SYMBOLS AND LEGEND G10 2
AVE�
Na . REVISION BY APP'D1 DATE
PPRO D C73130C
V V T V V V V
I I u L I G H
A a C n F I I
COORDINATION 0I_ CONTRACTS:
f
COORDINATION I_ -
THE WORK WITHIN THE CONTRACT CONSISTS TWO SEPARATE SCHEDULES TO BE
I OF
CONSTRUCTED AND COORDINATED AT THE CAME TIME. THESE ARE SCHEDULE A
BRYN MAWR SYSTEM IMPROVEMENTS AND SCHEDULE 8 BOEING O - UITFA1 I INTERCEPTOR
2. THE DRAWINGS WITHIN THIS CONTRACT ARE PROVIDED W' -THIN TWO BOUND SETS. ONE
SET FOR SCHEDULE A AND THE OTHER FOR SCHEDULE B AS DESCRIBED ABOVE.
3, SCHEDULE A AND SCHEDULE B WORK WITHIN THE CEDAR RIVER TRAIL PARK IS UNDER
STRICT SCHEDbUNG REQUIREMENTS AS DESCRIBED IN SPF(FICAT"ON SECT;ON O1Di4.
4. SCHEDULE B S ORIENTED TO A BOEING PROjECT NORTH AS DESCRIBED IN THE
SCHEDULE 8 DRAWING SET. SCHEDULE A IS ORIENTED AS DESCRIBED IN THE NOTES
BELOW.
0 -FNFRAL NOTES:
HOPIZONTAL DATUM BASED UPON THE STATE PLANE GRID SYSTEM, NORTH
ZONE, NAD 83/91.
2, VERTICAL ELEVATIONS ARE BASED ON NVGD (USC & GS GEODE C MEAN SEA LEVEL).
3 EXISTING UTILITIES AND OTHER SUBSURFACE INFORMATION SHOWN ON THE DRAW3NGS
IS NOT GUARANTEED To BE ACCURATE OR COMPLETE. THE CONTRACTOR Si - 1 - LOCATE
ANY SUBSURFACE OBJECTS THAT MAY AFFECT OR CONFLICT WITH THE WORK OF
THIS CONTRACT.
4. A COPY OF ALL DESIGN STANDARDS SPECiFFD FOR USE ON SITE SHALL
BE AVAILABLE #N THE CONTRACTOR'S OFFICE AT ALL TIMES.
5. 'HE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION
COLLECTION AND EROSION CONTROL FACIL!TES AND POLICIES, TO ENSURE THAT
EROSION OF HE SITE DOES NOT OCCUR AND THAT SEDIMENT-ADEN WATER
DOES NOT LEAVE THE SITE. FACILITIES AND POLICIES SHALL BE ADJUSTED AS
SEASONAL CHANGES OCCUR AND AS SITE CONDIT:ONS CHANGES,
6. THE CONTRACTOR SHALL PROVIDE CONTINUAL, RATHER THAN PERIODIC, MAINTENANCE AND
CLEANING OF THE WORK AREA, THE ROADS AND FACILITIES USED BY THE CONTRACTOR,
AND THE SUBCONTRACTOR, AND THOSE PORTIONS OF THE CONTRACTOR'S YARD
AND THE LAY -DOWN AREA USED BY THE CONTRACTOR AND THE SUBCONTRACTORS,
7. THE CONTRACTOR SHALL PREVENT CONSTRUCTION DEBRIS FROM ENTERING
NEARBY WATERWAYS AND WETLAND AREAS.
8. CONSTRUCTION EQUIPMENT SHALL BE CONTINUOUSLY MAINTAINED IN TOP
WORKING ORDER AND FREE FROM LEAKING FLUIDS. EQU EVENT WHICH, IN THE
SOLD OPINION OF THE ENG-NEER, IS IN POOR OPERATING CONDITION, SHALL BE
REMOVED FROM THE SITE TO THE SATISFACTION OF THE ENGINEER.
9. CONSTRUCTION EQUIPMENT SHALL BE SERVICED AND MAINTAINED ONLY WITHIN
AREAS APPROVED FOR 'HAT PURPOSE. THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER A REQUEST SHOWING THE AREA AND THE PROVISIONS TO BE MADE
FOR BERWNG, COLLECTING WASTE OIL, AND PREVENTING RUNOFF OF PETROLEUM
PRODUCTS INTO THE SURROUNDING AREAS.
10. PIPES ENCOUNTERED DURING THE EXCAVATION SHALL BE TRACED OUT AND
REMOVED OR SUPPORTED AS REQUIRED DURING CONSTRUCTION.
11, BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITIES OCCURS, A
PRECONSTRUCTION MEETING MUST BE HELD WITH KING COUNTY, THE CITY OF
RENTON, DEPARTMENT OF PUBLIC WORKS AND ,THE ENGINEER.
I
12. A COPY OF THESE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
13. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT By THE CITY OF RENTON AND
KIN' COUNTY DOES NOT RELIEVE THE CONTRACTOR OF THE CONTINUING LEGAL OBLIGATION
AND /OR LIABILITY CONNECTED WIT H THE STORM SURFACE WATER DISPOS'TIONL FURTHER,
THE CITY OF RENTON AND KING COUNTY DOES NOT ACCEPT AND OBLIGATION FOR THE
PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM DURING 'HE CONSTRUCTION.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS
TO PROTECT THE L;FE, HEAITH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY
IN CONNECTION WITH THE PERFORMANCE OR WORK COVERED BY THE CONTRACT.
TRAFFIC -CONTROL NOTES:
ANY WORK WITHIN THE iRAVELED RIGHT-OF-WAY THAT MAY !NTERRUP'
NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL
PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF
PUBLIC WORKS OF -HE CITY OF RENTON.
2. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL. PLAN TO THE CITY OF RENTON
FOR APPROVAL PRIOR TO CONSTRUCTION, CONTRACTOR CANNOT COMMMENCE
WORK UNTIL APPROVAL iS GRANTED.
3. THE TRAFFIC CONTROL PLAN IS TO INDICATE SIGNAGE, FLOW OF TRAFFIC, PHASING,
AND FLAGGING PLAN FOR ALL WORK WH,CH WILL AFFECT TRAFFIC.
4. ALL TRAFFIC CONTROL PROCEDURES ARE TO BE IN ACCORDANCE WITH
MUTCD STANDARD.
5. THE TRAFFIC CONTROL PLAN IS TO INDICATE DETOUR ROUTE(S) AND S:GNAGE FOR
TRAFFIC ALONG BURNETT STREET BETWEEN 5TH AND 6TH STREET.
6. THE CONTRACTOR IS TO MAINTAIN ONE LANE OF ?RAVEL ALONG SIXTH STREET
BETWEEN LOGAN STREET UP TO AND INCLUDING THE ENTRANCE TO THE BOEING
PARKING LOT ADJACENT TO APRON D.
7. THE CONTRACTOR SHALL COORDINATE WITH BOEING WHEN BLOCKING ACCESS
TO THE PARKING LOT.
("AL_ 2 DAYS
Br FORE YOU DIG
1-800-424-5555
TEMPORARY EROSION / SEDIMENTATION CONTROL NOTES:
1. THIS TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN (TESCP) IS FOR EROSION/
SEDIMENT T
CONTROL ONLY AND DOES NOT CONSTITUTE A PERMANEN, ROAD OR
LAKE WASH11'NSTF
jal
DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RFSTRICTORS, CHANNELS, RETENTION
FACHILITIES, UTHLITiES,
-NORTH BRIDGE
2. THE IMPLEMENTATION OF THESE TESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEIVENT, AND
UPGRADING OF THESE FACILITIES 'IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL
CONSTRUCTION IS APPROVED.
D�
3 THE BOUNDARIES OF 'HE LIMITS OF CON RUCIJON SHOWN ON -HIS PLAN SHALL BE CLEARLY FLAGGED
ti
IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND
THE FLAGGED CLEARING SHALL BE PERM,71ED. THE THE
A
LIMITS FLAGGING SHALL BE MAINTAINED By
CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION.
4. THE TESCP FACILITIES SHOWN ON r L L
THIS PLAN MUST BE CONSTRUCTED PRIOR TO ALL CLEARING AND
R_�Ai '-,1000 LF
7Wt -
GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE 'HAT SEDIMENT LADEN WATER DOES NOT
20 LAD WITH
A HALT
ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.
C N/ CR E_1E PAVEME, T
S. THE TESCP FAC1' FIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE
CONDITIONS. DU T T (F
DURING THE CONSTRUCTION PERIOD, THESE TESCP FACILITIES SHALL BE UPGRADED (E.G.
ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, E TO �) AS NEEDED FOR UNEXPECT
'ED
STORM EVENTS AND AS THE CITY REQUIRES.
6. THE TESCP FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS
OPERATION. NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING AND OPERAil
7. ANY AREA STRIPPED OF VEGET
' AT!ON, INC! 'USING ROADWAY EMBANKMENT, WHERE NO FURTHER WORK IS
ANTICIPATED FOR A PERIOD OF 2 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH APPROVED TESCP
METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) GRASS SEEDING ALONE WILL BE
,
ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH OCTOBER INCLUSIVE.
8. ANY AREA NEEDING TESCP MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN
FIFTEEN (15) DAYS.
AIRPOR HAUL TI
ROUTE _
9. THE TESCP FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
< "0 cu
T
MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT AND AS THE CI Y DEEMS NECESSARY.
10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH
BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS PER C11Y STANDARD, SHALL BE INSTALL ED AT
ADDITIONAL THE BEGINNING OF CONSTRUCT-ON AND MAINTAINED FOR THE DURATION OF THE
"BRYN MAWR i NY ERCEPTOR
MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF
THE PROJECT.
12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL DISTURBED AREAS OF THE
rk
THE PROJECT THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 2 DAYS SHALL BE COVERED BY
ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING OR PLASTIC COVERING.
13. ANY PERMANENT RETENTI GN/DEHENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE
MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE
STORAGE CAPACITY AND SHALL BE CLEANED OUT ENTIRELY WITH PROPER DISPOSAL OF DISCHARGE
WATER. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR
DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN.
14. WHERE SEEDING FOR TEMPORARY 'EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASS SEED SHALL
C PASS PO E
BE APPLIED AT AN APPROXIMATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80
EL
POUNDS PER ACRE).
N,
1 5, WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL S REQUIRED, IT SHALL BE APPLIED AT A
MINIMUM THICKNESS OF 3 INCHES OR 3,000 LBS/ACRE.
16, AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, AND AS THE CITY
z
REQUIRES, THE CONTRACTOR SHOULD ANTICIPATE THAT ADDITIONAL TESCP MEASURES WILL BE NECESSARY TO
<
SOUTH BRIDGE,
PROTECT ADJACEN. T PROPERTIES AND ENSURE MINIMUM WATER QUALITY FOR SITE RUNOFF. IT SHALL BE
0
THE RESPONSIBILIT Y OF THE CONTRACTOR TO ADDRESS DEFICIENT TESCP CONDITIONS AND PROVIDE
ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS.
FILTER FABRIC FENCE INSTALLATION NOTES
1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS BULL CUT 10 THE LENGTH Or THE BARRIER To
AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT
ilo
A SUPPORT POST WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.
2. THE FILTER FABRIC FENCES SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE. FEASIBLE). THE
FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND
(MINIMUM OF 30 INCHES).
3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 JNCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT
TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED
SECUREL Y T:0 THE UPSLOPE SIDE OF THE POST USING HEAVY DU TUR
D'U'TY WINE STAPLES 1A - A, T LEAST 1 INCH
TIE WIRES OR HOG RINGS. THE WIRE SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL
GROUND SURFACE.
5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED To THE FENCE, AND 20 INCHES OF
THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES
A
ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED 1 T 0 EXISTING TREES.
6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH
'FENCE
SUPPORT MAY BE ELIMINATED. IN SUCH A CASE, THE FILTIER FABRIC IS STAPLED OR WIRED
DIRECTLY TO THE POSTS WITH ALL OTHER PROVIS'ONS AND STANDARDS OF NOTE 5 APPLYING.
!Record Drawingl2/001
7. THE TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL.
I These drawings have been 1
8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT
I I modified
to conform with
AIRPORT HAUL R OU E
NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
information provided by the
9. FILTER FABRIC FENCES SHALL L BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
I contractor.
See original Hie
SCALE: 1 500'
REPAIRS SHALL BE MADE IMMEDIATEI
DURING PROLONGED RAINFALL ANY BE LY,
copies for engineers
I
I
professional seal.
F_
00
- z
___00
0
z 1
I DEPARTMENT OF NATURAL RESOURCES
JAN. 998
i G. BRYN MAWR SYSTEM IMPROVEMENTS
K.U.O.
1 '_
GARRY STRUTHERS AssociATES, INC, DRAWN. I SCALE:
------------------------ ------- i-
1 3150 Richards Road, Suite 100 1 SCHEDULE
------4- Bellevue, WA 98005-4446 C.G,H,
Phone: (425) 519-0300 GENERAL NOTES,
[DRAII NO NO
REVISED PER RECORD DRAWING MARKUPS MKW' 2 SO Fax: (425) 519-0309 RECOMMENDED AS SHOWN
TG 98
---------------- G1 03
CONFORMED 22 ie- ezI CONTRACT No. I King County CONSTRUCTION NOTES
ri REVISION By IAPP'DI DATE 1 APPROVED:
C73130C SHEET N° AND HAUL ROUTE 4
I u v I J H
A 6 c D E F n H
GENERAL:
Ail work shall conform to the requirements of the Uniform
Building Code, 1994.
2. Contractor shall verify all existing conditions and dimensions
at the job site and notify the engineer of cry conflicts or
discrepancies prior to fabrication and construction. Contractor
shall provide adequate shoring and bracing of all structural
members during construction for construction loads and earth
pressure Options, if provided herein, are for the contractor's
convenience. He shall be responsible for all necessary changes,
coordinate all details, and shall obtain all required approvals.
Costs of additional design work necessitated by selection of
an option or due to errors or omissions ;n construction,
shall be borne by the contractor.
3. Contractor shall submit shop drawings for reinforcing steel
and concrete to the enqneer for review and approval
prior to fabrication of these items.
DESIGN
LIVE
LOADS:
Roof slab Soil wt. r H2O -44
and soil
Floor slob actual wt. of structure
and hydraulic uplift
Seismic zone 3
FOUNDATION:
1. Foundation design is based on the Geotech report.
2. All foundation plans and excavations shall be inspected and
approved by a Poll engineer prior to placing of concrete.
3. Allowable soli bearing pressure 2000 act
4. iaterai earth pressure with level backfill
Non - yielding walls 55 pcf above ground water level
87 pcf below ground water level
REINFORCING
STEEL :
Al" bars shall conform to ATSM A -615, grade 60, Fy =60 ksi.
WWF shall conform to ATSM A185, All bars shoii be detailed
(including hooks and bends) in accordance with ACI 318 -83.
All bars shail be securely tied in place with double annealed
16 gauge wire. All bars to be lapped a minimum of 30 bar di-
ameter or 2' -0" minimum and staggered unless noted otherwise.
Provide corner bars at all wall intersections. Lap corner
bars 30 bar diameters or 2' -0" minimum. Lap adjacent mats
of welded wire fabric a minimum of 8" at sides and ends. No
bars partially embedded in hardened concrete shall be field
bent unless specifically detailed or approved by 'the eng =peer.
Concrete well reinforcing: Provide reinforcing steel as detailed
on drawings.
STRUCTURAL NOTES
CONCRETE:
1. All concrete shall be ready -mix in accordance with ASTM C94.
2. Concrete strengths at 28 days and mix criteria shall be as
follows:
Type of Concrete 28 day Maximum Minimum„ cement
Construction Class strength slump content per cubic yard
Fill CDF 500 psi See See
agecficotior specification,
Wells 81 4000 psi specification, specification
3. Minimum cover for rebar where concrete is
Cast against earth 3.0 inches
Cast in forms and exposed to earth
or weather:
6 bars or larger 2.0 inches
5 bars or smaller 1.5 inches
Slabs and walls (interior face) 1.5 inches
�in contact with water) 2.0 inches
4. All concrete exposed to weather or to freezing temperatures
while wet shall be air- entrained and an air - entrained agent
conforming to UBC Standard 26 -9. Total air content shall
be in accordance with table 26 -B of the uniform Building
Code.
5. Ai grout shall be non - shrink grout and shall be furnished
by an approved manufacturer and shah be mixed and placed
in strict accordance with the manufacturer's guidelines.
STRUCTURAL
S I EEL.
1. Fabrication and erection shall conform to the RISC,
"Specifications for design, fabrication and erection of
structural steel for buldings," and "Code of standard
practice for steel buildings, latest editions.
2. Structural plates and shapes ASTM A36 Fy =36ksi
Anchor bolts in concrete A307
1 Expansion bolts into concrete shall be "RED HEAD" wedge an-
chors and threaded expansion inserts into concrete or con-
crete masonry unit shall be "RED HEAD" non - drilling anchors,
both as manufactured by Phillips Drill Company or approved
equal installed in strict accordance with the manufacturer's
published recommendations, including minimum embedment re-
quirements. Inserts into concrete masonry units shall be
into fully grouted cells. Special inspection is required
for all expansion bolt and insert. installation.
4. All welding shall be in conformance with AISC and AWS stan-
dards and shall be performed by WABG certified welders using
E70XX electrodes. Welds, unless otherwise noted, shall be
3/16" continuous fillet weld. Welding of reinforcing bars
(if required) shall be performed using low hydrogen elec-
trodes. Welding within 4 of cold bends in reinforcing
steel is not permitted.
SPECIAL
INSPECTION:
Special inspection, shai, be provided for the foiow'ng items:
Excavation and compaction, reinforced concrete, and reinforcing steel.
Record Drawing12 /00
I These drawings have been
modified to conform with
information provided by the i
contractor. See originai file
copies for eng'ineer's
Professional seal.
2 Y
CALL 2 DAYS °
Z
00
18E1 =0RIE YOU DiC =�20
-X00 - x-24 -5555 zj N
o�� U
n
Z
Z
u`au,
T
DEPARMENT OF NATURAL RESOURCES "
y
CARRY STRU7HERS ASSaCIATFS, ;NG
L. DAKAR BRYN MAWR SYSTEM IMPROVEMENTS SAN. 99�
DRAWN: SCP.Is j
ENGINEERS, INC SCHEDULE A Fim No:
, 3150 Richards Road, Suite 100 l
Bellevue, WA 98005 -4446 17270 Woodinville— Redmond Rd i E.J. NELSON ST�U������ NOTES REVISED PEP, RECORD DRAWING MARKUPS IMKW 12 -00 Phone: (425) 519 -0300 Woodinville, WA 98072
RECOMMENDED. NOTED � V oaAVr:NC NO
CONFORMED CGH ` 2J98 Fax: {425) 5?9 -0309 Phone_ (425) 488 -4382 ve 2z
l coNTRA" No: King County
No. REVISION BY 'APP'Di DATE �APaROVED: C73130C
11 / SHEt? No: OF
H d Su
G
5
4
3
2
24" SS
DROP MANE(
ADD 1 P5 @ MID SLAB
ADD 1 #6
TOP AND BOT
,Record Drawina12/001
These drawings have been
modified to conform wifh
i
nforn- ion provided by the
contractor. See original file
for - rs
copies for engineers
ss'o
fe
professional seal,
zz=
PLAN PIPE ORIENTATION PLAN - REBAR AT MANHOLE
SCALE; 111/4" = 1'-0" SCALE: 1/4" 1'-0"
lINABOND PVC
(METRO DATUM, 127±)
MANHOLE EL 27±
.COW�RSTE
0
SHAPE TOP OF CURB T ACCEPT
UNABOND MASTIC
i` ri '
--------- PRECAST MANHOLE SECTION
RUBBER GASKET
#4 AROUND OPENING
A #5 0 12"- #4 0 12" DOWELS AROUND OPENING
#6 @ 6" #6 6- 1 d-
I ti 1 #6 @ 6" #5 12" MANHOLE OPENiNG
DOWELS -TYP F-i DOINEILS-TYP DOWELS r2
EL 19.6 METRO DATUM: 119.6 SCALE: NONE
EI 18,6 METRO DATUM: 118.6
V-4" 1 6 24" PIPE 1+.,..
-#6 0 6
#5 @ 12" . 1 #5 0
#4 STIRRUPS
6" - TYP" #6 0 5' 2"CLR 1 #5 @ 12"
#6 @ 5" (MET ADD 4 #6 TYP ALL AROUND
EL 14,12 TYR -4"
RD DATUM: 114.12)
I I /2"CLR 1
-#4 7 T J. 2 YP
MANHOLE STEPS PER 4" HIS AREA TO
SPECIFICATIONS, #5 0 6" BE CUT OUT OF
TYP UA`N I M EXISTING 108" REP
SECTION 02601 IMFTRO 119n)
12" 3'-0"
TYP
(METRO 1 9.6) 2-#4
.6)
#5 DOWELS AT 4'--0" STU LL — 9.6,/
TO BE CU PP Pi
12" CENTERS R��EE 12"
ALL AROUND Al
DURING C(
71
6" E
T LL 7.6 {METRO DA-1 UM 107.6) MBED YP
(METRO DATUM 066)
#6 1� . : � I-, I - - I
L 66 ME
a, I-11-R-1P
2"CLR-TYP #4 DOWELS
CONSTRUCT:ON JONT -8-TYP
(4)r
........ ......... 12
41 WITH ROUGHED 4,4%. 14"
SURFACE
...... AND WATERSTOP '-N
#4 STIRRUPS
#5 DOWELS AT
(METRO DATUM: 1011) SEE r5-,I, ®6^
EL �3.1 u CONSTRUCTION JOINT WITH
12" CENTERS
ROUGHED SURFACE ALL AROUND
)#8* 6" EMBED - TYP REBAR AS REQUIRED
6 @ 6"' SEE /;7\ * ADJUST
TO PROVIDE ADEQUATE CLEARANCE
#5 @ 6- V t) AROUND 12" PIPE
4 1 11 E AND WATFRSTOP
#5 @ (4)#8' 7
EXISTING 12"- Z�— 10" TYPE S "5 @ 12"
108" POP DOWELS BACKFILL OR OFF
NOTE 20.0 SECTION
ALL WALLS AND ROOF BELOW ELEVATION a- 44. SHAI - SCALE: 1/2" = 1'-0"
*NOT -. ADJUST REBAR AS REQUIRED HAVE PROTECTIVE LINER, SEE k2"
TO PROVIDE ADEQUATE CLEARANCE G (a /11)
AROUND 12" PIPE
SECTION 24" PIPE (NORTH VIEW) rA SECTION - 36" PIPE (WEST VIEW)
I — rB
SCALE: 1/4" 1'-0" `-_ SCALE: 1/4" = l'-O" --
CUT OR CHIP 1 1/4"
NOTCH IN CONCRETE
AROUND PROTRUDING PIPE
UNABOND PVC
' INABOND MASTIC
CONCRET E
CONCRETE.
NOTE: ACTIVATE BOTH SIDES OF LINER INSERTED INTO NOTCH.
NOTCH SHOULD BE MINIMUM 1 1/4" DEEP.
PR07 RUDING STEEL /CAST PIPE (36" CONC)
SCALE: NONE
DIRECTION OF FLOW - --•-
4" MIN LAP
LINABOND UNABOND
PVC MASTIC
.............
CONCRETl!
NOT LAP SEAMS IN DIRECTION OF FLOW
OR MOVING EQJIPMENT
PROTECTIVE LINER - LINER SEAMS
SCALE: NONE
CONSTRUCTION JOlNT
SCALE: NONE
6-
z ,L
00
z
Z X
0
wi
<
I I L' t - G H
A B C n F r I
F
c-
-H;l - - W-
'T
STIRRUPS
3 T&B 5) #4 ST
6' MIN. TYPE Sy
BEDDING ROCK
_N�TP. FOR FURTHER DETAILS
OF PIPE SUPPORT, SEE GR'NNEL.L
PIPE STANCHION, TYPE B, FIG 61
— IS"O S PIPE, SCHDL 40
— (4) 7/8%, ASTIX A325 THREADED BARS
EACH WITH (2) HEX NUTS AND STD WASHERS
— PL 1-3/4 x 30 x 2'-6"
— 3'-0" x S-O" x 9" CONC PEDESTAL
f;_-- #6 x 5'-0" 0 1' D"
& WALL CIRCUMFERENTIAL STEEL.
TOP AND BOT
(9) #6 x 8'-0" @ 1'-o"
SQUARE MESH @ CENTER
TOP AND NOT
INVERTED SIPHON O'jTLET - MANHOLE BASE 7'
r5
SCALE; 1/4" = 11-011 1_0 �33
2' LAP
T
YPICA11
3 - J5 REPAIRS SPACED AT
1 , -0 D.C. TOP AND BOTTOM
(9) #6 x 8'-0" @ V-0"
SQUARE MESH
TOP AND ROT
CL OF MH WALL
5'-0" RADIAL
=ORCEMENT 0 1'-0`
AND ROT
REPLACE LID WITH WATER
TIGHT RING & - ----- - --
SEE
EX'STING
VAULT
-4 -
_j
L.._.- - - --'j
EXISTING VAULT
;i
SCALE: NONE
T I - 34,4 T x 30 x 2'-6
BASE ATE
—1 2" CLR
TYR
(16) #6 DOWELS
#4 STIRRUPS
SEE ELEVATION
TYR
12% STL PIPE, SCHEDULE 40
7/8.0 A325
THREADED BOLTS
TYP
(2) #6
6 @ 6" 13
4 0 12 "
5/8" 0 THREADED
WITH BRASS PAP G USE
DURING SLAB REMOVAL
TYP 4
6 @ 6"B
4® 12 ,� T
SIPHeN E)H:H-_E:1` HAN!19EE Pei' 43 REP�AISFHENT Sb�13
SCALE: NONE DELETED �t)
EXISTING
VAULT L
REPLACE COVER RING & COVER WITH
WATER TIGHT BOLT DOWN LID.
EXISBRIS 6,�SL4 H9 eAS+ Fre STIR,
RPPbI,eE PINS & eeYER '014TH"I
TISi l� BOE-T 38SYN ' IS,-
Record Drawingl2/00
These drawings have been
modified to conform with
information provided by the
contractor. See original file
copies for engineer's
professional seal.
z
06
SECTION FOUNDATION STEEL SECTION SECTION - REPLACEMENT SLAB z
11 ._� . . ........ ..... SECTION
SCALE: 1/4" = 1'-0" SCALE: 1/2" = 1'-0" SCALE; NONE
0
IL 0
z
z
w 1 2 <
z
CALL 2 DAYS 0
'IBEFORE YOU DIG
z
-800-424-555t'' H
DESIGNED: !CHECKED:
DATE:
I
DEPARTMENT OF NATURAL RESOURCES
4— L. BAKAR j BRYN MAWR SYSTEM IMPROVEMENTS
JAN. 1998
GARRY STRUTHERS ASSOCIATES, NO, 1&144�14 ENGINEERS, INC DRAWN scale: SCHEDULE A RLE NO:
3150 Richards Road, Suite 100
Bellevue, WA 98005-4446 17270 Woodinville-Redmond Rd i E.I. NELSON
REVISED PER RECORD DRAWING MARKUPS Phone: (425) 519-0300 Wood'nv;IIe, WA 98072
—RECOMMENDS STRUCTURAL DETAILS
WO 12 - 00 D: NOTED DRAWIN. _N11
CONFORMED Fax (425) 519-0309 Phone: (425) 488-4382
COD 12/98 4:f-44r _ 73NTR_AC_T_N_0 ------
AP— PROVED King County S103
No. REMSION By APP'DI DATE
i C73130C I SHEET NO: 01
V V w W w W
I I I, J H
5
4
3
2
1
A 6 1 1
14'_q'
INVERT SIPHON INLET - PLAN VIEW REVISED -- SEE SHEET S104B r8
SCALE: 3/8" = 1'-0"
WIDX30 (ASTM 572, GRACE 50)
W1000
SECT !ON REVISED - SEE SHEET S10413 A SECTION REVISED - SEE SHEET S104B
SCALE: 3/8" = 1'-0" SCA_E: 3/8" = 1'-0" Iv—_ —
1/4" NEOPRENE CAULK ACROSS
GASKET FLOOR
SECTION — PLATE CONNECTION
SCALE: NONE
(METRO DAT11UIA: 128,90)
2' 5' BLOCKOUT
2'—/
CAULKING ALONG
EL 28.90
6'-0" BLOCKOUT
<
<
VERTICAL INTERFACE
TYP
7—#6 W/STD HOOK 0
Record Drawi
WELD HEADED S
4x43/8
L 4x4x3/8
i
TYR
DD 4—#6
5/8 0 BOUT
yp
.1
5/8" 0
1/4- NEOPRENE
#6 @ 4"
#5
EXPANSION
BOLTS
GASKET — TYR
III
SCALE: //2" = V—D"
TYR
DETAIL
SEE DETAIL 1
SAME AS OPPOSITE SIDE
1/2' 1FE P
HOD 0 WALL
E 2,8
PLAN VIEW
4'-_ '�L
' x,
NEW
(METRO DATUfk 125 52)
ANGLES TO HORIZ
COREL RENT
EL 25.52
AT CORNERS
1/4" NEOPRENE CAULK ACROSS
GASKET FLOOR
SECTION — PLATE CONNECTION
SCALE: NONE
7
yP
SECTION
SCALE: 3/8"
#4 STIRRUPS @ 4"—,,
2' 5' BLOCKOUT
2'—/
1'-9 2'-6" 2'-6"
6'-0" BLOCKOUT
<
<
SECTION REVISED SEE SHEET S104B
I rE
TYP
7—#6 W/STD HOOK 0
Record Drawi
WELD HEADED S
been
These drawings have be
modified
modified modified to conform with
#8 LONG 8
DD 4—#6
information provided by the
ADD 2— 5x7
THRU SPAN
contractor. See origih?; file
#6 @ 4"
#5
copies for engineers
DETAIL - STD CORBEL F.
Professional seal.
SCALE: //2" = V—D"
7
yP
SECTION
SCALE: 3/8"
SEE SECTION E FOR
UNIDENTIFIED REINFORCING.
SECTION REVISED - SEE SHEET S104B
SCALE: 3/8" = V-0"
1 -33 36 BLOCKOUT
2' 5' BLOCKOUT
2'—/
1'-9 2'-6" 2'-6"
6'-0" BLOCKOUT
<
<
SECTION REVISED SEE SHEET S104B
I rE
1
7—#6 W/STD HOOK 0
716 W/STD HOOKS
TWO ENDS—TOP & EST
DD 4—#6
ADD 2— 5x7
THRU SPAN
5
2.8) TOP & EST
#5
#4 0 3"
/
TOP & EST
W 0*
9
1
(METRO DATUM 3
DETAIL
SEE DETAIL 1
HOD 0 WALL
E 2,8
FOR STAN
COREL RENT
2—j#5
on
#6 4-
0
ADD #4
STRUCTION JOIN
2 — #6—
1
STIRRUPS @ 3"
OVERFLOW CHAMBER 1
0 OPENED SURFACE
WITH WATERSTOP—TYP
lyp
H
3—#5 @ 6"
U)
#5 @ 12"
STIRRUPS 0 3"
2" CLR
#5 0 12"
DOWELS
#5 @ 6"
U SPAN i 1/2' CUR
TYR
r
INTO WALLS
#5 @ 12"—< 1
f
1 2 TYR
6 DOWELS
1/2" CLIP
T 6 @
TYR #
TYP
#5 0 12"—<
'7z,
(METRO ATHM: 1 52)1
CONST DUCK JOINT
RODS HEN SURFACE
25521 j
f WITH WATER P—TYP
(METRO DATO 124L 2)
#4 TYR
2452
SEE SECTION E FOR
UNIDENTIFIED REINFORCING.
SECTION REVISED - SEE SHEET S104B
SCALE: 3/8" = V-0"
1 JATL
- - - -------- DEPARTMENT OF NATURAL RESOURCES
L BAKAR BRYN MAWR SYSTEM IMPROVEMENTS
ST UTHERs ASSOCIAT I
R INC DRAWN: scale: GARRY . &de ENGINEERS, INC SCALE SCHEDULE A r_1 ENO:
3150 Richards Road, Suite 100
Bellevue, WA 98005-4446 17270 Woodinville- Redmond Rd.
E.11. NELSON
REVISED PER RECORD DRAWING MARKUPS MKW 112-00 Phone: (425) 519-0300 Woodinville, WA 98072 REc6MmENDES NOTED
DRAMNO NO.
-CG H �2/98
7
CONFORMED Fax: (425) 519-0309 Phone: (425) 488-4382 SIPHON INLET STRUCTURE S1 04A
King County 1
APPROVED,
N.. REVISION By IAPP'D� DATE
_�HEET NO OF
V V V
I I u L I U H
@ 12-
z
a'
0
<
<
SECTION REVISED SEE SHEET S104B
I rE
SCALE: 3/8" 1'-0"
1 JATL
- - - -------- DEPARTMENT OF NATURAL RESOURCES
L BAKAR BRYN MAWR SYSTEM IMPROVEMENTS
ST UTHERs ASSOCIAT I
R INC DRAWN: scale: GARRY . &de ENGINEERS, INC SCALE SCHEDULE A r_1 ENO:
3150 Richards Road, Suite 100
Bellevue, WA 98005-4446 17270 Woodinville- Redmond Rd.
E.11. NELSON
REVISED PER RECORD DRAWING MARKUPS MKW 112-00 Phone: (425) 519-0300 Woodinville, WA 98072 REc6MmENDES NOTED
DRAMNO NO.
-CG H �2/98
7
CONFORMED Fax: (425) 519-0309 Phone: (425) 488-4382 SIPHON INLET STRUCTURE S1 04A
King County 1
APPROVED,
N.. REVISION By IAPP'D� DATE
_�HEET NO OF
V V V
I I u L I U H
5
3
2
A B C D F F 0 H
cv
,0
in
am
14'—;`
INVERT SIPHON INLET - PAN VIEW
LA r8
SCALE: 3/8" = 1'-0" �CIIJ
(METRO DATUM: ?28.90)
CAULKING ALONG EL 28.90
VERTICAL INTERFACE
o
o I,,,- L 4x4x3/8
5/8" 0 BOLTS
TYP
L 1/4- NEOPRENE
GASKET - TYP
SAME AS OPPOSITE SIDE 1/2, STEEL PL
4 -5"x3'-41
PLAN VIEW (METRO DATUM: 125 52)
L 4x4x3/8
lyp
5/8" 0
EXPANSION
BOLTS
TYP
FIELD WELD VERT! AL
ANGLES TO HORIZ
AT CORNERS
1/4" NEOPRENE CAULK ACROSS
GASKET FLOOR
SECTION - PLATE CONNECTION F
SCALE, NONE
These drawings have lR,,,n
; to
conform -dif �d
i 1
Inf.,,,.t:.e, provided by the
contractor. See original file
I
I cop ? es or engineer's
professions!
W1000 (ASTM 572, GRADE 50)
-6" Q 61
- - - - - - - - - -
2'-3 5' BLOCKOUT 4' BLOCKOUT- 1 9" 2'- 6'* 3'- 6
2'- 9 2 -61, 2'-3" l'-3" BLOCKOUT 2" 5' BLOCKOUT 2'-8" 1'-9'* 2' -6" 2'-6" 6'-0" BLOCKOUT
— ------ --------------
#4 STIRRUP
#4 @ 4" 4"
61-4 1 62 4"
4 4-#6 - — 4-#6 TYP 4 2- 6
jt 62" 4" TYR -r-6-
7 #61 z� , 1-
6 6-#6 2
5-#6 7-#6 In 6 1 - 6 (METRO DATUM: 132.8) 4- 6 2 7 (METRO DATUM- 132,B)
#4 @ 2 32.8 3- 6 -2-#6N 2,8 5-#6
4'* 5 #6
52�B EL # 1 - #6
Zi
5-#6
#4 '1' 4 6-#6
#4 @ 4" #4 STIRRUP @
61
6-#6- CONSTRUCPO
5-#6 V-15" 1 - - - - - - - _#4 0 4 -H LT .1 11 5 - #6 3-#6 9-#6 ROUGHENED SURFACE
IRO _V , [
(M T DA 2� 1
Q_ 29 90
7-#6
@ 4" 4
f !(MERO DATUM: 129.90) 10-#6 METRO 129.40 646 -#6 8-#6 WITH WATERSTOP-TYP
CONSTRUCTION JO -NT ROUGHENED U EL 29.40 8-#6 #4 @ 4
i 10-#6
SURFACE WITH WATERSTCP-TYP _2" CLR METRO 130.40 UM: 128�90) i 1-#6 2" CLR
L
E
EL 30AO FIL 28.90 #5 @ 1
- 14 (METRO GAT #5 0 12"
#5 @ 12 11. TYP I 1 -1 .! - f I I,, Cl R T;
1 CILFF TYP -f #6 @ 6" )i 1 2
i
OWI ELS `6 DOWELS
P S 6" i ill
I I I D
#5 DOWEL #5 @ 12' i CLR TYP
#6 @ 12' 0 12" WALLS WWI- #6
12
#5 0 12- i CLR 1 0 6"
TYP 2 TYP
E.W. TYP #5 0 12"
CONSTRUCTION IOINT-,
15
10 12"
R II SURFACE
ii v
12
WITH WATERSTOP-TYP \1 (METRO�DAT-OiMz i 25,52) (METRO DATUM: 125.52), E
ROUGHENED SURFACE GRO > CONSTRUCTION -OINT-�
ROUGHENED SURFAC <
V� W
'L 5 IT , '_TyP
25521 2 H A ER G
El 25 WITH WATERSTOP-TYP
PIN L 25,52, H 1' TYP
L
-y-
(METRIC DATUM� 12452)
L
(METRO DATUM: 124�52)'j
E 2452
El 24,521 Ll
L ------------- ----------
DOWELS z
0o
NOTE'. SEE SECTION A FOR ✓-QT-E: SEE SECTION F FOR
UNIDENTIFIED REINFORCING. UNIDENTIFIED REINFORCING. 0"
0
u
z <
z w w
SECT ION 9 SECTION SECTION SECT! ON rE
SCALE: 3/8" V-0"
SCALE: 3/8" = l'-O" SCALE: 3/8" i'-O" SCALE: 3/8" 1' O"
DESIGNED: - ICHECKED DATE-
DEPARTMENT OF NATURAL RESOURCES
1/13/98
L. BAKAR BRYN MAWR
SYSTEM IMPROVEMENTS
CARRY STRUTHERS ASSOCIATES, INC.
&$& ENGINEERS, T
3150 h Road, Suite 100 NC SCHFDULEA �F71_E —N.
Bellevue, WA 98005-4446 17270 Woodinvi'le Redmond No
E.I. NELSON
DRAWING NO
WA 98072 _ETOM-_lNDEED NOTED
REVISED PER RECORD DRAWING MARKUPS iMKW 12-00 Phone: (425) 519-0300 Woociwl' , -1
CONFORMED I COW 2/98 Fax: (425) 519-0309 Phone: le- 4:5_'.,lENTRAC NO: King County SIPHON INLET STRUCTUR
- APPROVED: E S 104
N REVISION ttA7P'D DATE I
v v v v v
I o U J t r G H