HomeMy WebLinkAbout83S349 CITY OF AUBURN
PAY � N SAVE OFFSITE SANITARY SEWER
L . I . D . 330 CONTRACT 82 = 20
CITY COUNCIL 1 ' MAYOR
GENE COLBURN � ( ROBERT A . ROEGNER
RONALD CRAIG
LEWIS HITCHCOCK
DON KURLE : � DIRECTOR OF
CLARENCE " BUD " CARBON PUBLIC WORKS
JOHN LEA PAT NEVINS , PE .
LINDA WISNER
U RS COMPANY
A PROFESSIONAL SERVICES ORGANIZATION
S E A T T L E , W A S H I N G T 0 N
83 S 349 SH I
1 BPINBRIODE
ISLAND
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29th STREET NW \
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I - - EXIST. SANITARY SEWER
04--- NEW SANITARY SEWER
—6 W WATER MAIN
STORM DRAIN OR CULVERT
? ,. = sa' ASPHALT SURFACE
= = GRAVEL SURFACE
® CATCH BASIN
0 WATER METER
6 VALVE
T7 FIRE HYDRANT
SHEET INDEX ¢ UTILITY POLE
SCALE 1" = 600' e
s EASEMENT NUMBER
ea .SHEET REFERENCE
a2 TAX LOT NUMBER
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BY - DATE a e 4E�NETII fps \G P WAsgz
THIS DRAWING HAS BEEN t�i
REVISED TO CO':' 7RM TO
SST FIELD INF t•AmATION
,AVAILABLE ` a*'ON AL I.
lab No4429-0019-03 ��` SHEET
cKP URS COMPANYCITY OF Designed ........... . ......... Prog.Engr. . ....
No. scALE NOTED Drawn nv ...,S,K./K:R.L.. Approved Dr .. ..
L. I . D. 330 CONTRACT 82-20 l
_ A Professional Services Organization �
- - -- TL i 'rzPAY n SAVE OFFSITE SANITARY SEWERS
Checked by.......:..:....... Date.. Seattle, Washington AUBURN. 2
' DATE BY REVISION 9
83 S 349 SH 2
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AS T BETW SR 16 > H TR ET l - - - --- - - +
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21
$ 1 -K. I9 6. , 65 - 3 ,
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36" !MET 0 1 TER4EPTd� o 6
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— - NOTES - MH 80 - II
- - -- ^
,__._ $ • - - + - � - -- ---- 4- --- I. PUMPS, VALVING AND ACCESSORIES ARE TO BE REMOVED FROM
21.0 MH 80-11 , ELECTRICAL CIRCUITRY DISCONNECTED AND REMOVED, t
50 36 .0 AND THE MANHOLE SHALL BE RECHANNELED TO THE FINAL
` ALL T
42 9 y I� CONFIGURATION .
- _ __ _ INVERT ELEV. OF EXIST.
VC '0 TO A 2. REMOVE METAL COVER ON MH 80-11 AND DISPOSE OF AS DIRECTED
,
- 12„ PIPE SEWER PRIOR AN ( - I t
" j CONST UCTION . j Y THE DEPARTMENT OF PUBLIC WORKS .
_ F7 B m
- -- - 12 VC 0.0025rvl - 3. PROVIDE AND INSTALL 48° FLAT TOP CONCRETE SLAB WITH 24'
- - -- - = RI = 57. E)17 _ty (EXIST
-- - n OPENING, MANHOLE RING AND COVER AND ADJUSTING BRICKS .
I I i I I
- - f - Z - _ - 4 ADAPTOR PLUG AND Y PASS GATE VALVE ARE TO
- _ 1. E. 46. M - -- - -- - - 4. THE BY- PASS A B Q
I= - 45.01 LE. 4�i. I. E. =4 68 BE DISCONNECTED AND REMOVED.
- - - _ j(EXTST. �' L E:47.G� - - -} + �
- - 5 ALL PUMPS, FITTINGS, VALVES, ELECTRICAL COMPONENTS AND ^
- -I- - €.-� 99 j
-- - CONTR CTOR SHALL VE IFY MAINTENANCE AND OPERATIONS DEPARTMENT. E CITY OF AUBURNS ' lox ,
MAINTENANCE-- R
- - - - . LOCATJgN AND INVERT 01 - - - - 7 = ion
-- -
- SEWER - - , -�_ iFIFo
CONTROL PANELS ARE TO BE DELIVERED TO TH
-- _- - -- EXISTING I2"' Pill E - . - - I
PRIOR 0 ANY ONSTRU TION. t
-- - - - -
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NOTES REMOVE EXIST. METAL COVER AND n
REPLACE WITH STD. PLAN NO. 41A n n
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I. CONSTRUCTION WILL BE IN ACCORDANCE WITH APWA STANDARD 48" X 24" TOP SLAB . m o x
SPECIFICATIONS EXCEPT AS MODIFIED BY THE PROJECT MANUAL. Q wv y x
2. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH Q ° o
ALL CONDITIONS SET FORTH IN PERMITS AND OR EASEMENTS. r ~ Q ELEV. 56 t L
3. PRECAUTIONS SHALL BE TAKEN TQ PROTECT THE METRO W // I
INTERCEPTOR AND THAT UNINTERRUPTED FLOW OF SEWAGE 82 O x 3 �
IS MAINTAINED, METRO SHALL BE NOTIFIED AT LEAST TWO
WORKING DAYS PRIOR TO CONSTRUCTION IN THE VICINITY OF THE AUBURN LAND CO. o � a o >
36 WEST INTERCEPTOR . n EXIST. STD 48 MH\
REMOVE AND DISCONNECT 2 F.M. \
TEMPORARY CONNECTION TO 2'
METROS 36" WEST INTERCEPTOR. I z z
CAP AND SEAL .2" TAP AT 36" SS t DISCHARGES JOIN It-
z 12 AT2W FM
FORM I
lic I EXIST. INV ,
�>: MH r I ELEV. 48.08
N 0 .
Mr-N 1 * �, PROVIDE ACCESS ROAD 15 II OT
wm NLN sz sw- iz-zi- F FROM MH 82-2 TO MHa ' '
N No N
OD I CD>F _ CID 82-5. SEE CONST. O
x CONCRETE MONUMENTS Otn DRAWING N0. I r N I Iq :', .
N _ _ w- F H I . ..a'.. .'.a . .
2I dam � 1 �J IW PAY n SAVE SITE CONSTRUCT 12 MIN.
Ex. 24 5 --1 — to — — — — — — 7
STORM DRAIN — � � �I � � ���� � EXIST. 12" CONCRETE BASE
cll
"EXIST. 12" - EXIST. MH 80- II EXIST. MH 80- 12 �'a FILL WITH CLEAN,
6 INSTALL 15" CULVERTS x DISMANTLE p I "• WASHED PEA GRAVEL
TEMP. SUBMERSIBLE
,- UNDER ACCESS ROAD I PUMP STATION. I I O
� f7/W MARKER 2HP MEYERS WG20
DUPLEX GRINDER. I T I I
2 I CONTRACTOR SHALL VERIFY 30' TEMP. ESMT. SEE NOTES AND I Q III ELEV. 45.5- :"•.':.• ... °:.-.. ��
i LOCATION AND INVERT OF DETAILS AT RIGHT. ti
I EXISTING HWY. CROSSING PRIOR 15' PERM. ESMT. yRS.P 8& L. ;
i TO ANY CONSTRUCTION. ao U
30 TEMP. ESMT. � i3 MH 80-
11
d2 13 J U
C15 a 1. T.S. �METIF Q. CHgM
GERTRUDE A. JONES � BY 'I^ DATE 2-2-83
36 METRO WEST ��°f°4^ks•. QQ a 9N
INTERCEPTOR ZO I THIS DRAWING HAS BEEN . I• ' , v
pproved ,Qy: • III�rr
MH. Z REVISED TO CON ORM TO �� ' •
T 16 D°te 4 Zn - SZ BEST FIELD INFORMATION ��.....
IDirector of Public Works +
AVAILABLE
4429-0019.03 CITY O F -
c.P.c. U R S COMPANY L.I .D. 330 CONTRACT 82-20 2
S.K. /K.RL.
A Professional Services Or ganization A U B U R PAY ' n SAVE OFFSITE SANITARY SEWERS
10 T,L. p-�5- �Z Seattle, Washington 2
No. DATE BY REVISION 100'
83 S 349 SH 3