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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
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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
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1297802.61
RIM- .1 EX,DSTt CONSTRUCTION BRN MAWWR
NOME ?G BE N 1 t 44. H-
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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
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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
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30 -
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(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
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ft25.57 METRO
:z :. _ ! _ I : hOV1 (12552 METRO .z :. S=0_00
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�- 24" SS (Df} Q S= 6:0086 FT/ T �i J =�z o
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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
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- �-
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
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