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GENERAL MOTES _ ENERA�, NbTt'S CQNT'Q
BM ELEV 15A.74 w
1 ALL -MATERIALS, WORKMANSHIP AND TIMED AIR PRESSURE TEST SHALL Be 7� ALL MATERIA\-S AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION. ASBUILT—
IN
. ACCORDANCE: WITH THE: CURRENT EDITION OF,THE A•PW-A, StANDARD. OF THE A:P.WA• STANDARD SPEClF1CATtONS EXCEPT AS SUPERCEDED BY.TNE 5TANDARD B
a_ . S $PECIFICATIONSy EXCEPT_AS SUP.ERCED£D BY THE STANDARD SPECIFICATIONS _... i'�. S)KtmCATIo%lz OF THE CITY OF AUBURN. _.. _.. ._.... 7
D. o Of THE CITY OF AUBURN. , �/ C1S pry m 1 � - /. S. ALL SVV/LT£R' PIPE SHALL BE O-L :CLASS St CEMENT MORTAR LINED PER CITY STANDARDS. -
w�� .�i 2 ALL SAN VTARY .SEWER PIPE SHALL S£ JWWSA WANSVILL.9. OR CERTAINTEEO : - T
`Y' -ALL FvR% HYDRAWM SHALL BE INSTALLED TO CITY OF-AIJWRN STDS. AT LOCATIONS SHOWN•
c a o = GRAVITY PVC AS PER ASTM 0-3034, TYPE PSM, 5DR-35 OR APPROVED.E4UAl•
m w / OUTSIDE. EDGE. OF HYDRANT TO BE "4' INSIDE ROAD R/W'
/40 r Of yl W 3OIRIX5 SHALL. ❑ALIIE .SYNTHETIC RUBBER GASKETS AS PER ASTM-D-1869 / /
u CC S - IOf�:PRQWISIQ)'b FOM, EXP. MADE AT EACH JOINT UNLESS- -OTHERWISE NOTED• . " - / 16 TN'6 PRESSURE REDUCING VALVES AND 4" BYPASS-''SHACI. BE'INSTALIED TO' CITY bf AUB➢RN. -
- '
BEDDING FOR PVC. PIPE SHAH BE PER CITY REQ'5.,. SAND 4" OVER STDS. ATLOCATION*! / / / -. .. - _ �510.WN -.
AND UNDER PIPE -MIN- .. / - : & ALL WATER METERS. WILL BE: INSTgLLED BY CITY OFAUBURN •. PERMITS L^NALL BE APPLIED FOR
- 4• SLOPE ON SIDE SEWERS SHALL. BE MIN. 1% FOR 6° PVC':• / /� AND PAIO.AT LEAST 2 WEEKS PRIOR TD, NEEDINtl AND WORK SCHEDULED WITH WATER DEFT:
- - LI'1•: .... SERVICE CROSSINGS SHALL BE THE.. RESPOH'bIAl LITY. _OF. CONTRACTOR
5• A MIN. OF 10.00 FT. CLEARANCE SHALL BE MA11.1TAINED / i
BETWEEN ALL WATER LINES AND SANITARY LINES -
q�• R.IC' - I2. EXISTING SANITARY SEWERS ! APPURTENANCE$ WITHIN THE. DEVELOPMENT SHALL BE CLEANED
UNLESS OTHERWISE NOTED. // I,G IG - - WITH. A BALLS FLus*D. MANHOLES SHALL'BE CLEANED AND SEALED WITH GROUT. LINES
/ 9PO SHALL BE. AIR TESTED AND MANHOLES WATER TESTED. THE CITY OF AUBURN WILL TV i
L� 6• AIL.MANHOIES. SHALL•HAYE LOCKING. COVERS./ / LINES. AFTER .ACCESS IS PROVIDED. ALL Ll NES [ MANHOLES NOT MEETING STANDARDS �I i- �- IB„I,F W. W
5HALL BE REPLACED WITH NEW LINES ANbj6lk MANHOLES. -
I/ .
ALL WATER SERVICE LINES SHALL Ivz $ DIP-
.--! EXISTING ROAD GRAD.i
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DEPTP. OFPPUBLIC WORK;
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• CIVIL ENGINEERS
JOB NO.
°A
///���M
• LAND SURVEYORS
-
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PLANNERS
EN6INEER8,INC.
•
BNBBr xD.
I
201 SO. DIVISION
B AUBURN, WA 98002 (206) 941-2750 - 924.0339
P i
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MUST HORTHtf<LT t I r,e
PbIH-F OF RE?L AT \ 4A56
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WATER MAIN CONSTRUCTION
1. INSTALL NEW 8" D.I. TEE SOUTHWEST OF EXISTING 8" x 4" REDUCER IN
-- -- EXISTING 8" D.I. WATER MAIN. INSTALL APPROXIMATELY 100 LF OF NE14
8" D.1. WATER MAIN WITH NEW 8" GATE VALVE & BOX WITH CONC. BLOCKING.
INSTALL 8" x 6" x 90` ELBOW AND 6" GATE VALVE & BOX WITH CONC. BLOCK-
ING. INSTALL APPROXIMATELY 70 LF OF NEW 6" D.I. WATER MAIN TO NEW
5-1/4" MVO FIRE HYDRANT. INSTALL NEW 2" BLOWOFF ASSEMBLY.
2. INSTALL NEW 8" GATE VALVE & BOX IN EXISTING 8" D.I. WATER MAIN.
3. UNCOVER EXISTING 8" WATER MAIN, PROCEEDING FROM NORTH TO SOUTH.
EXISTING 8" WATER MAIN TO BE ABANDONED TO THE SOUTH OF THE POINT
WHERE THE EXISTING COVER OVER THE PIPE IS IN EXCESS OF 6'0". START
CONSTRUCTION OF NEW 8" D.I. WATER MAIN AT THIS POINT. REMOVE EXIST-
ING 6" GATE VALVE FROM FIRE HYDRANT LEAD.
4. LOCATE EXISTING WATER SERVICE LINES TO BUILDINGS N, 0 AND P.
CONNECT TO NEW 8" D.I. 14ATER MAIN.
S. REUSE EXISTING FIRE HYDRANT AT APPROXIMATE EXISTING LOCATION.
CONNECT NEW FIRE HYDRANT LEAD TO NEW 8" D.I. WATER MAIN. REUSE
EXISTING 6" GATE VALVE & BOX. APPROXIMATELY 220 LF OF NEW B" D.I.
WATER MAIN REQUIRED.
6. INSTALL NEW 5-1/4" MVO FIRE HYDRANT ASSEMBLY (INCL. 6" GATE VALVE
& BOX). INSTALL 8" x 10" x 90' ELBOW WITH CONC. BLOCKING. INSTALL
APPROXIMATELY 120 LF OF 10" D.I. WATER MAIN. INSTALL 2" BLOWOFF.
7. INSTALL PRESSURE REDUCING VALVE (PRV.) STATIONS SIMILAR TO THE TWO
EXISTING PRV'S. WET TAP EXISTING 12" D.I. WATER MAIN IN LEE HILL
ROAD. CONTACT CITY OF AUBURN PRIOR TO MAKING WET TAP.
8. CONTRACTOR SHALL LOCATE AND MARK ON THE BUILDINGS THE LOCATION OF
ALL WATER SERVICE LINES. EACH WATER METER, BOX AND COVER SHALL BE
INSTALLED OR REINSTALLED AS REQUIRED BY THE CITY OF AUBURN !DATER
DEPARTMENT.
A. COORDINATE ALL 14ATER MAIN CONSTRUCTION WITH CITY OF AUBURN
WATER DEPARTMENT.
S. ALL WATER MAIN RELATED CONSTRUCTION TO BE ACCEPTED AND APPROVED
BY THE CITY OF AUBURN.
C. ITEMS 1. TO 7. ARE INTENDED TO GENERALLY DESCRIBE THE WORK
REQUIRED AND NOT TO SPECIFICALLY DESCRIBE EACH ITEM OF WORK.
.
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TRACT A
\ PRll-VF_ iErATION
\ VA'✓VE STATIOry
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NOTE ASBINDICATES THOSE ITEMS 'SAS BUILT"
.
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OTHER INFORMATION SUCH AS METER
LOCATIONS AND SIZES HAVE NOT BEEN\
VERIFIED.
-NOT AS BUILT-
BYDATE
CONFORMS TO DE IGN
CONDITIONS & NOT
FIELD VERIFIED
-� LEGEND
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81-24
DRAWN GCM
CHECKED
GAD
ISSUED
8-26-81
REVISED
<,�-'�I
SHEET
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SANITARY SEWER
CONSTRUCTION
THE ENTIRE SANITARY SEWER SYSTEM SHALL BE CLEANED AND FLUSHED TO
REMOVE ALL ACCUMULATED DEBRIS. PERFORM ALL CORRECTIONS ON CITY OF
AUBURN PUNCHLIST.
2. THE
EXISTING SECTION OF SANITARY SEWER FROM M.N.
5-A SOUTHERLY TO
M.H.
5-C SHALL BE ABANDONED. REMOVE RING, COVER
AND CONE FROM M.H.
5-C.
FILL M.H. 5-C WITH GRAVEL OR FILL FROM SITE.
BLOCK THE SOUTH
INCOMING PIPE IN M.H. 5-A WITH MORTAR.
3. LOCATE
EXISTING SIDE SEWERS AT BUILDINGS N AND 0.
INSTALL NEW 6"
DIA.
P.V.C. SIDE SEWER FROM BLDG. 0 TO BLDG. N TO
M.H. 5-A. CONNECT
NEW
6" DIA. SIDE SEWER AT M.H. 5-A. CHANNEL M.H.
5-A AS REQUIRED.
4. TEST
ALL SIDE SEWERS FROM ALL BUILDINGS TO ASSURE
NO BLOCKAGES EXIST.
S. UPON
COMPLETION OF 1, 2 AND 3 ABOVE, THE CITY OF
AUBURN WILL PERFORM,
.ONE
TIME AT NO CHARGE, A TV INSPECTION OF ALL 8"
SANITARY SEWER LINES.
REPAIR
AND/OR SEAL ALL SECTIONS WHICH DO NOT MEET
SPECIFICATIONS.
ADJUST ALL RINGS AND COVERS TO FINAL PAVEMENT GRADE.
7. ALL WATER USED FOR FLUSHING OF SANITARY SEWER LINES SHALL BE PUMPED
FROM M.H. K2 TO EXISTING ROADSIDE DITCH.
8. UPON WRITTEN ACCEPTANCE OF THE TOTAL SANITARY SEWER SYSTEM, THE
CONTRACTOR SHALL REMOVE TEMPORARY BLOCK FROM M.H. N1.
9. THE SANITARY SEWER LINE SHALL BE EXTENDED TO THE NORTH ALONG THE
RIGHT-OF-14AY TO A POINT OPPOSITE THE NORTHEAST CORNER OF THE PROJECT.
SCALE:'1°=50'
0 02 9 \
,41 \J C�
GA�RiAGF
BM INVERT EXISTING MH 5
ELEVinB"= 199.16
-NOT AS BUILT-
BY_2 `DATESI
CONFORMS TO DEGN
CONDITIONS & NOT
FIELD VERIFIED
LEGEND
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JOB NO.
81-24
DRAWN GCM, DJ W
CHECKED
GAD
ISSUED
8-26-81
REVISED
SHEET
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W/1NLCT CjRA(E L6MH'I 50LIDLOV v ALL SO IE
(CIM' 223.8 FINIsNED aRADe RIM = �2I .00 AT b,1 Y¢ a. „ ,,..IQ
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5- 1 57p Cj•ALVATIZED LADDER III:#il
m m nl_nu PNC76 PER APWA 5TD _
2 L P VENf PIPE - PLArI *41 ovekP M O x a
=I Io II'� —III TR i T .
5 A O WALL IIIJ • _
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rill dL . LO TR p�Vl TO
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OF F1LTE2 FAERIG
Ijl�Jlll =11-I = III�II:r'IIN� INV=213.22 -II
III u- msA III Av nST UPHILL olDe ..,. '.L,
11 of GOLLAR.
NOTE: II � O(21 PILE IrV=211.27
IZ° MIrIMUM PEA FO(Z 041rICE /LROL
CjRAVEL DEDD1rilj 51ZINEAIL �I MIN-
60T10M Ei. = 20-1.27 -T -:11 I. U6F ONL'( POI'- SLOPE 6f-rATEK THAN Imo+
- 6, SHEET c-5 1 -#,Ii 2.In�fN-L �-�•s 20' off cE'iTER
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DETENTION FACILITY CROSS SECTION I SEEPAGE COLLAR 2 TYPE 11A" BLOCKING FOR VERTICAL BENDS 3 Q
— — - _ z <
— PIPE ANGHDR9 ARE TO gE1NGsfPLLED OiIALL
4REATERTHARW%Al, F0L.&A5. 'f4 �'' - - •.k .
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- DUCTILE IP,o1•I � n ..e --� X 'M....,�,.,.. ,,u+IrD,., ^'+,'� ...
2. NOT OVER 24 GEN ER Ta C'aweK
- - ON CiRApES 35% UP TD 50Y J--.1.^ -
01111111111111.
PI PE be" SHALL 9. NO'r P/ER 16 CENTER TD cEN�ER ., .* , .... •" . ", .'4"-
_- -- _ 6E UP-sfREAM ON c;RAOE6 50% 4. OVER
THIS ANLkOR FJLCYiK OETAIL PkPRE5ENT5 MINIMUM ° ."' Y .• ,..r..�.,.-.�^ J
'- REGUIREMENTB fOR MATERIAL5 EJNITAL.0,noN. - -
- ANCHOR BLOCK DETAIL 4 a
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APPROVED CITY OF AUBURN
DATE
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JOB NO.
81-54
DRAWN
JFT
CHECKED
GAD
ISSUED
2-11-82
-
REVISED
3-22-82
5-12-52, 6-7-62
'
SHEET
c
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84 p 9o2 i5W 4
— -- S 3043'0o"W 41003' LEGEND
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--
A.B.
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atch
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L _ - r r o,.F "G pl,lJ6f 4C.AP W/ C.ONG. BLGL'KIrl4
_Ev ti �,-STE ERvcE DE BLOfiSew
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AS6.11 LT uyFOGMAT07y _ - .. I _ F F = 242
�1
DENOTES A9-8UILT INFORMATION
A.B, 1 J �- _ FU=840 FF-- E44 NOTg;
A9 METeIc� ' -- - GONOOMINIUM OOGUMENTS ESTABLIOHINQ
C.O.
�' F X IOM1 PAIVNAE E MAAFI�AINAW-4 OF.I GANi7ARY' GFvI
2
\ r _ A•_ $ _ _. .. ILRPY AN70 THE FX5TIN4
A.B. MANHOLE N-OW4 LEA HILL PI
—� - )III METFJC'.
0 49'A�
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A.B. ,,Dr 8
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I
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`L21.2.4 A.B. -
TV
F F 220 - A.B.
z
-
-{ � � A.B.
F A=432 _ 4 A.B. ✓'`_ 7)81
w r i
4
50
N 3p=3 F F - 2 1 7 u `\ • _- • '' WATER �' SA.NffARY SEWER INFORrWTION
44 o - ruRfI5HED 6Y CDNTRPCTOR.
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FF =214 NOTE
. 'F RIM = W.00 F U _ 3 7 D
APPROVED \ FF=212 O
CITY OF AUBURN \ \ -� __ - 0 id ♦P
CITY OF AUBURN
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b i4
DRAWN 78g�,, G-GV
CHECKED
4AC
ISSUED
VMAp t-
REVISED
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6-7-e2,9-2092
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10-Z4-65-
SHEET
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