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-N& 10' SS TO BE CONSTRUCTED,
_ > - EAST FOR FUTURE CON\ C.IC`, T ''° - - ss ®os� T E N = ACCEPTED
U A 80 64.08
EX S!DE SE11ER5 TG�
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REMAIN IM SERJCE DURING T RIM 280 MATCH EXIST.
MI \ STR SEWER UPON _ -. PIPE � �c ' F � � 3`F � IE =13.72 10" NW IN)' - - -.
CONSTRUCTION. CONNECT i PE�d�'
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TO - P�tCO\S rU..T SITE IE =13.62 (10" S OUi
_ CcMPLET h 'e�ti00tJ r@ to ry R EASEMENT ( )
�SNH #2 -48' DIA r r N 18686892
C �D\ , 8 SEWER MAIN TO THE RIM -23.2 -,rON I E 1,302,288.13
Y SOUTHEAST IN PLACE,
W T„RE , -. } 1720f (8" SW I ++) FIELD Y'EPfFY /
( y,..�J. �Wlp�; 15.36 (8" NE IN) /
IE= 1,,.20 (10" N IN) - /
I! I REMAIN A N 86,059.35 OUT) PSE Property I p I EXIST 8" SS PIPE WILL NEED
E 1,302,098.54 i7 o TO BE TEMPORARILY PLUGGED
- DURING CONSTRUCTION. FLOW
CONNECT TO EX METRO SS MH PLUG EXIST 8"
PIPE TO THE NORTH TO BE PUMPED BYPASSING
6 FOR 96" EAST INTERCEPTOR THE EXIST 8"
I �„ IN
I E L I PIPE TO THE NE
_ - IE =13.5 10" IN) AFTER NEW 10 - DURING CONSTRUCTION.
IE =16.5 �96" IN /OUT) i SANITARY HAS BEEN a
CONSTRUCTED TESTED
• AND IS FUNCTIONING
100' BNRR RIGHT OF WAY,* fT
CNSTPCCTION OF SANITARY SEWER WILL REQJ!PE EXCAVATION BELOW HE 5u&28820Z
GROUND WATER ELEVATION AND REQUIR THE USE OF SPECIALIZED
O ISTPT,CTION METHODS. CONTRACTOR SHALL PREPARE FOR POTENTIAL NEED
F DE -WATERING EOUIPMENT AND USE OF FOUNOAPON MATERIAL. OWNER SHALL \OTE: STATON NC @ C
PPOViCE A GEOTECHNICAI ENGINEER ON -SfTE AS NEEDED TO PROVIDE 07 NSN ,p" Ss -
ECHNICA EXPERTISL. DO NOT DISTURB EXIST NG TRESTLE
r EXISTING UI AARE SPOWN FROM BEST -,Amo. E-F Ri-CORDq C
Er CONTRACTOR A ^.1D 4 PI= c .{ a -ccp C I , ; 3 - - 35 m
i- r EXISTING UTILTI S Pao 0 CCh_ P„ C 10 7. NOTIFY NG - _ o
iMMED:'ATFLY IF (CONDITIONS JA?'! FROM THOS, N3`1_11--D C% TH_ I r
CONTRACT DGIUM -N:S. WOODEN
c I`Y TRESTLE :E 1
Southport >' PSE Property --I- _ BNRR -r— _ I 30 _ J r
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RESTORE EXISTING GRADE
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FBI -C" �J a0'! TO ORIGINAL CONDnONS T - HV
N -__\\ LWNC CONSTRUCTION CTION (.. P IROPERT" . - I 25. 00
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LU C=l) APPROXIMATE �� a. CONTRACTOR TO: COORDINATE
GWATER 1 CONNECTION TO:EXISTING FIELD VERIFY LOCATION OF IXISTING a'U1? LLU $ ELEVAP.ON 18.61 jT iiG AAErc METRO SYSTEM WITH METRO TRESTLE PIERS PRIOR TO CONSTRUCTION
PRIOR i0 CONSTRUCTION — I �� LEVA,ON '8CENTER NEW SEWER PIPE BETWEEN PILES
J ( G 276 L 10 F'.0 @ C 57, 29 EF 10° PVC 95
` ETA 4+1800 , -.. SS 0 0.5 7 ..
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-A 4 +89.03 S3SMH #2 -48 DIA. -DROP STAUCTU�E
<i iE 15 52 IM 2c ,T(1 X:� RPJ -23 2±(MA CH EX.'S .) STA 3+05.00
~QI E 16.3 v n a N) I 85 (10 Nll N) RM 2320 SSMH#1 -48 DOA. /
16 2., SE JUT IE 15.75 (10 C! F IF-1720 '-ra 91 'N) FIELD VERIFY" '-`SIDE DROP 7IF, STA 0 +29.00
P11 !. TEM �C- FCJIDF IC PIOCYOU EAST `OP �70RE IE 1536 +�8 NE N) RIM= 28.Ot MATCH EXISTING
F !AL JCS. -� - Pte_ DUF dy . HAK I. CONNECTION RIM LEY S MP. A JU T , IF 1520 7(10" N IN) IE-13.72 (10- NW. IN)
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-O FINAL D 4N SPADE „TF ,C PI-'. S- 'i. E 5 -0 +(10 CL7 !E =13.62 (10" S OUT)
EE DETAIL( 3 CONTRACTOR TO USE A�
c7 V. KOR N SEAL SYSTEM TO
METRO MANHOLE . COORDINATE _
CONN ION W/ METRO IE =13.5 w _
5 +00 4 +00 3 +00 2 +00 t +00 SEE 0 +00
Sanitary Sewer Profile
RECOMMENDED SCALE: 1"=20' HORIZ 1" c VEYT
FOR APPROVAL -
BY Ito -ol �C.po _'m61 SOUTHPORT - PHASE I SHE-=
W4 `�? ° c Level pmeit; s 1 =evue, 147a F p,ccn 98004
By HAIR
w�s��)-J d By HAIR COUGHLINPORTERLUNDEEN m 7' c4:3'caz, Ga.1 PRASE 1 SANITARY n
217 PINE STREET SUIT AND CML ENGINEERINP: 206 0� -0460 A� �SSIONAL�� - 1.1� �J -ri1i ,/1 1� ®L C4.1
BY nA rF o, w
SEATTLE, WA 98101. F. 2061343-5691 tS�Y
C_,D ' u'c?o' SCANNED JUL 2 7 2001
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