HomeMy WebLinkAbout05D1755ni 11
334100-0140
LOCATED IN SECTION 17, T21 N, R5E, W.M.
AUBURN, WASHINGTON
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EXISTING FORCE MAIN WAS /
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INSTALLED PER POLISHCHUCK /j z / & BUTTS SEWER EXTENSION PARCEL "D"
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PLANS. FAC #00-0009 & 1� , // j / 9306159007
FAC #01-0003 .�''`� \ I o
APN
334100-0090
APN
un
RM
334100-0095 w /
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—�+- EXIST.
EX.IST —� IE = 66.36
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EXIST 2�/2"0 HDPE 2.5'
/ APN SDR7 PER FAC (TYP)
334100-0125 00-0009
EXIST. PUBLIC
/ / \ SANITARY SEWER /
EASEMENT
sr
APN �, / / \EX SSMH
/ 334100-0130 "o\ "'" �/ / r / '� j RIM=69.74'
CTR. CHANNEL = 62. 5'
8„ IN SW
\ XI I \ / / ,� 6" IN NW
E S.T N G \j \ �
�\HOUSE \. '��� (E) C.0/�S
APN , •.'•. / �� � � ��\� � ,,..--__ '�
EXISTING 2"0 ✓ / /
HDPE SDR7 (200 PSI)
EXISTING \ WITH WELDED JOINTS
\ HOUSE \ PER FAC 01-00031,
o / / /� / (E) CONNECTION \
\ Lp \ \ \ 3' �r / / VALVE BOX PER DETAIL
2/ o/ 11
i / C2.
'10
l
i
\ �V �•�'. � / j / , NOTE:
APN \ J, AS SEWER LINE IS EXTENDED
` THE,CLEANOUTS SHALL BE
334100-0145 ! �p� /y .- -.•._ - / / j / ~ / REMOVED AND ONLY ONE o/ /
i" CLEANOUT AT THE END OF --
UBJECT SITE ;ro cap
A
CONTRACTOR TO FIELD -
LOCATE EXIST. WATER
MAIN PRIOR TO
CONSTRUCTION
IMLL R
/ CONNECT PROPOSED FORCE~
/ MAIN TO EXIST. CLEAN OUT
$TRUC110N NOTES:
1. CONTRACTOR IS TO REMOVE AND REPLACE ALL HARDSCAPE AND LANDSCAPING DISTURBED BY FORCE MAIN
\\
CONNECTION
VALVE BOX PER DETAIL
�.%INSTALL: 182LF
`y
2"0 HDPE
• 11 •
W/ WELDED JOINTS
FORCEEND
CLEAN OUT @ PROPERTY PER
DETAIL l/C2, CAP, MARK AND SEAL
END OF FORCEFUTURE
EXTENSION
=
1dp INSTALLATION BACK TO ORIGINAL CONDITION. (TYP)
I 2. ALL SIDE SEWERS WILL BE INSTALLED WITH INDIVIDUAL SIDE SEWER PERMITS WITH THE CITY OF AUBURN,
A COPY OF WHICH SHALL BE ATTACHED TO PUMP INFORMATION FOR CITY RECORDS.
/
3. THE EXISTING CONTOUR AND PAVEMENT INFORMATION WAS PROVIDED BY A CITY OF AUBURN AERIAL
/ - PHOTOGRAPH DATED 05/2001. THEREFORE, THE CONTRACTOR IS TO VERIFY EXISTING LOCATIONS AND
AND ELEVATIONS PRIOR TO CONSTRUCTION.
i 4. THE CITY SHALL BE PROVIDED WITH 5 COPIES OF CERTIFIED MANUFACTURER'S LAB DATA ON ALL PIPE AND
INSTALL: CONNECTION FITTINGS.
VALVE BOX PER DETAIL 5. THE SPECIFIC GRINDER PUMPS TO BE INSTALLED FOR THE LOTS/RESIDENCES SHALL BE AN E/ONE SEWER
2/C2. SEE CONST. GP2010 OR EQUIVALENT. THE CITY OF AUBURN WILL HAVE THE PUMP SPECIFICATIONS ON FILE.
NOTE 8. SANITARY SEWER EXTENSION PLAN 6 SEWER NOTED S E
1 "=30'
NOTE: PROPERTY LINE DATA HAS BEEN TAKEN FROM BEST AVAILABLE
DATA AND IS NOT THE RESULT OF A RECORDED BOUNDARY SURVEY.
UTILITY CONFLICT NOTE:
CAUTION:
THE CONTRACTOR SHALL SE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY PCTHOLING THE UTILITIES
AND SURVEYING THE HORLi ONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLI'14G UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED ANIi ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONS;, LT POE ENGINEERING, INC. TO RESOLVE ALL PROBI.~EhiS PRIOR TO
PROCEEDING WITH CONSTRUCTION. ��..•
A XISTING ACROSS PARCELS 334100-0130 & 0135 (FAC 01-0003) MAY NOT HAVE BEEN
INSTALLED AT THE TIME OF PERMIT ISSUANCE FOR THIS PROJECT, CONTRACTOR TO COORDINATE WITH
PROJECT OWNER TO FACILITATE CONSTRUCTION OF THIS PROJECT.
7. -09NTRA6TOR TO GOORDINATE WITH FAe oi 8003 OW�0 TO MOYE 6LEAN OUT 12 FEET NORTH OF HYDRANT
AND PROVIDE 45 DEGREE FITTINGS TO dOG FOR6E MAIN AR66ND HYDRANT FOR SOUTHERLY EX ENSiON.
tdBEB-
8. CONTRACTOR TO OBTAIN LAND OWNER PERMISSION & VERIFY INSTALLATION LOCATION, DO NOT INSTALL IF
LAND OWNER REFUSSES TO GRANT PERMISSION, LATE COMER FEES MAY BE ASSESSED AT TIME OF FUTURE
CONNECTION TO FORCE MAIN.
9. RESTORE ROAD SHOULDER TO ORIGINAL OR BETTER CONDITION.
RECORD DRAWING CERTIFICA11ON
THESE DRAWINGS CONFORM TO THE CONTRACTOR'S
CONSTRUCTION RECORDS.
BY: DATE:�d-D
TITLE/POSITION
CONFIRMED BY CITY DATE.
PROJECT REF; FAC 04-0017
THESE PLANS ARE "APPROVED" FOR CONFORMANCE
WITH THE CITY OF AUBURN ENGINEERING DIVISION'S
REQUIREMENTS
APPROVED BY: _ -�,
DATE APPROVED: 7ZZf
15TH ST. NE
10TH StL�
NE
8TH ST. NE.
25
P.
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SITE—''
VICINTY MAP
OWNER INFORMATION
JANILEE A. JEFFERY
30525 114TH PLACE S.E.
AUBURN WA, 98092
(253) 939-8980
SURVEYOR
CRONES &ASSOCIATES
2M 190TH AVE S.E.
KENT, WA. 915042
PH: (425) 432-5930
FX: (425) 432-5933
DATUM (NGVD 29 VERT)
N.W. CORNER OF POWER VAULT LOCATED 10'
SOUTH & 15' WEST OF SANITARY SEWER LIFT
STATION 0 N.E CORNER OF 320th ST S.E.
& 104th PL. S.E., ELEVATION 71.02
BENCH MARK
CITY OF AUBURN BENCH MARK #25-E
SECTION CORNER MON. AT INTERSECTION
OF R STREET N.E. AND 8th STREET N.E.
ELEVATION 66.78.
LEGAL DESCRIPTION
THAT PORTION OF LOTS 26 AND 27, C.D. HILLMAN'S GREEN
RIVER ADDITION, DIVISION NO. 1, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE(S) 67,
IN KING COUNTY, WASHINGTON, AND UNPLATTED PORTION OF
GOVERMENT LOT 2, SECTION 17, TOWNSHIP 21 NORTH, RANGE C:D
5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND THAT
PORTION OF GREEN RIVER BOULEVARD VACATED, DESCRIBED
AS WHOLE AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF LOT 21 OF SAID
C.D. HILLMAN'S GREEN RIVER ADDITION, THENCE SOUTH 31'03'
EAST ALONG THE NORTHEASTERLY LINE OF LOTS 21, 22, 23
AND 24, A DISTANCE OF 316.75 FEET TO THE SOUTHWESTERLY
LINE OF GREEN RIVER BOULEVARD (104TH PLACE SOUTHEAST)
AS ESTABLISHED IN ORDER OF VACATION RECORDED UNDER
AUDITOR'S VAULT FILE NUMBER 4667679; THENCE SOUTH 36'45'
EAST ALONG SAID SOUTHWESTERLY LINE 194.21 FEET TO THE
TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 36*45' EAST 23.16 FEET;
THENCE SOUTH 33'26' EAST 67.01 FEET,
THENCE SOUTH 58*57' WEST 110.00 FEET, MORE OR LESS,
TO THE EASTERLY BANK OF GREEN RIVER;
THENCE NORTHERLY ALONG SAID BANK TO A POINT WHICH
BEARS SOUTH 58*57' WEST FROM THE TRUE POINT OF
BEGINNING;
THENCE NORTH 58'57' EAST 110.00 FEET, MORE OR LES`:a,
TO THE TRUE POINT OF BEGINNING.
TAX PARCEL NUMBER: 334100-0145-08
PARCEL NO.
334100-0145
LEGEND
DESCRIPTION NEW EXISTING
WATER METER
EE
CONNECTION VALVE
BOX
STORM SEWER
- - - SD — -
SANITARY SEWER —SS—
- - -SS—
FORCE MAIN
CLEAN OUT •
o
WATER
MANHOLE
POLE
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A.C. PAVEMENT
REV. DATE BY DESCRIPTION
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EXPIRES 2005
DATE
,lULY 2004
DRAWN BY
G.MO
DESIGN BY
D.E.B.Cl
JOB N0.
04-026
SHEET NO.
OF 2
0
75 ................ .................... ................ ......... ...... ....................» ............ ............................... » 75
. . . .. . . . . . . ..
»..................... .................... ...... .................... M............................................ )
..................... ................................................... ...................2
AS SEVOI: LINE IS N If
. . EXIST. 6 D. .
EXTENDED II
... WATER
THE CLEANOUTS SHALL BE If ... ASSUMED
„ -MAIN
REMOVED AND ONLY ONE.
.. ...HAVE4 _., 8" .MIN.
CLEANOUT AT THE END OF EXIST. 8 If
CLEAN OU T COVER
.................... .... ....... »...... ........ M.....�.............. .....................,
THE LINE SHALL REMAIN. ..... ...................» ..................... , ......... • 69
.......................................................................................... ..................... ................ fE
69
�EXIST.'CLE
AN
Nq.EAN
EXISTII.ff.✓ ../j,. �. -ti ll- ... ..,,. ,,....... EX:CLEAN OUT GRAD
OT ...... I .. -
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........................................» .
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EXE T. 8PVC
. . .
CONNECT PROPOSED
,► z FORCE MAIN TO EXIST.
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........ ...
CLEAN OUT .. � /
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...... ��....w..............................
•.....................» .... 53
................. EXLTSSMH COA.711�3763• . �. _ J� : RIM 73.00:
------------------------..---.-.--- -. --
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-------- _- -�T- INV 65;92 OUT �8'
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...................... .................... ...................M.....1 •.........•......M... n. •... •myk .11 ... .............•.....•. ......................•♦.I.fl.f....1.......•.I•.....f.1........................l..... •....• ....... .••........ . .n...................•••1....••fM...•...M.I.M1.f�.•M•...•..MM....M............M.......•.....................M..IM.....MM.......................f....................................f•w......... . ...M.�
... ..
HDPE SDR7 (200 PSI) ; : E „0 Hp
Lr
EXIST. J
M.
WATER MAIN
W/ WELDON JOINTS, SDR7 200 PSI' WITH
.. .....
D
WELDED JOINTS PER (ASSUME 70 ...
LINE TO BE INSTALLED .: . .
FAC 01-0003:
48" MIN
LEVEL OR W/ SLIGHT HAVE
COVER)..........»......................................................... ....................................................................... 57
57.............................................................................................................. S10K.K.N.QRTN............................................................................................................
...............................................M.................................. ............. ....................................................,.
GENERAL PLAN NOTES
1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S
REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS, ANY
CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE
OWNER, ENGINEER AND THE CITY.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION),
EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT
SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE
AVAILABLE AT THE JOB SITE DURING CONSTRUCTION,
3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START
OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT
253-931-3010 TO SCHEDULE A MEETING.
4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR
IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE
DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES
AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES.
IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR,
UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION
OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR
TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL
(1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER,
STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION).
5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND
SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED
TO THE CITY FOR APPROVAL, IF THE CITY BELIEVES THAT THE PROPOSED
HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING
MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE
ROUTES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND
AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS
AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE
SHALL BE SUBMITTED TO THE CITY FOR APPROVAL CONTRACTORS AND
THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS
AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR
NEGLIGENCE CONNECTED WITH THEM.
7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES
SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND
SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER.
8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE.
REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT,
CONSTRUCTION SEQUENCE
1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF AUBURN.
2. DURING DEMOLITION OR CONSTRUCTION IN ROADWAY RIGHT OF
WAY, PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVISES, PROTECTIVE
EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NECESSARY TO
PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO
PROTECT PROPERTY IN CONNECTION WITH THE WORK COVERED
INDICATED ON THESE PLANS. ANY WORK IN THE TRAVELED RIGHT OF
WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW REQUIRES AT LEAST
ONE FLAGGER FOR EACH LANE OF TRAFFIC EFFECTED. ALL SECTIONS
OF WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL -
SHALL APPLY.
3, BEGIN CONSTRUCTION.
4. MARK TERMINATION OF FORCE MAIN PER THE SANITARY SEWER
CONSTRUCTION NOTES.
5. PROVIDE SURVEYED AS -BUILT DRAWINGS OF THE SEWER PER CITY
OF AUBURN REQUIREMENTS.
INSTALL:
MALE AIRHOSE FITTING 1"
DIX-LOCK "QUICK ACTING
COUPLING W STAINLESS
STEEL MALE HEAD X FEMALE
NPT END. PART #05583
n
------- 2 x 4 MARKING STAKE AT PL
FFULLY
ALVE BOX do PORTED
FLEXIBLE COMPRESSION COUPLING L VALVE
C
DP SDR7 (200 PSI)
i JOINTS PER01 0003
THRUST BLOCK
1'x1'x0.5'
PLUG FOR FUTURE CONNECTION
BALL -
VALVE
GRAVEL
BEDDING
SEWER MAIN PROFILE
SCALE: 1"=30' HORZ.
1"=3' VERT.
1. THE CITY SHALL BE PROVIDED WITH 5 COPIES OF CERTIFIED MANUFACTURER'S
LAB DATA ON ALL PIPE AND FITTINGS.
2. THE SPECIFIC GRINDER PUMPS TO BE INSTALLED FOR THE LOTS/RESIDENCES
SHALL BE AN E/ONE SEWER GP2010 OR EQUIVALENT. THE CITY OF AUBURN
WILL HAVE THE PUMP SPECIFICATIONS ON FILE.
A
0.5" STYROFOAM I 1
INSULATION -
F
XALVE BO Y PORTEDL VALVE
-45' ELBOW SCH 80 PVC
r- WYE SCH 80 PVC
- _ THRUST BLOCK
PEA GRAVEL OR 1' x 1' x 0.5'
CRUSHED STONE
2" PRESSURE TIGHT CAPPING CLEAN -OUT
N.T.S.
UTILITY CONFLICT NOTE:
CAUTION:
VIEW A -A
-2�PE SDR (200 PST)
WITH WELDED JOINTS PER
FAC 01-0003
FLEXIBLE COMPRESSION COUPLING
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING U1ILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING U1ILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS
ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
THRUST BLOCKING
1/2 CF �
1.
CUT -IN CONNECTIONS REQUIRE TRACER WIRES TO BE SPLICED TOGETHER
USING SHRINK TUBING
2,
FOUR OR MORE STACKED METER BOXES
MAY BE REQUIRED FOR DEPTH
2 LOOP 1
3.
CARSON BOX SHALL BE MARKED
FOR SEWER.
M8JERIAL LIST
ALL PVC WILL BE SCHEDULE 80
3,
3
4
5 6
7
8
4 3 9
AND THREADED
*1.
CARSON JUMBO METER BOX (PART #1730)
_
STACK AS REQUIRED.
*2.
1 - CARSON LID (MARKED "SEWER")
FROM
TO
3.
1 Y4" POLYETHYLENE PRESSURE PIPE
GRINDER = _ =''' = COLLECTOR
fQR 7 -- -
l� (LENGTH TO SUIT)
PUMP MAINLINE
4.
2 - lY4" COMPRESSION COUPLING (PVC)
CLEANOUT
5.
2 - 1 Y4" x 6" NIPPLE (PVC)
6.
1 - 1 Y4" BALL VALVE (PVC)
TRACER WIRE INSULATED 12 GAUGE
7.
1 - lV4" x 3" NIPPLE (PVC)
WIRE (SOLID CORE) TO BE WRAPPED
8.
1 - lV4" BRASS SWING CHECK VALVE
AROUND THE PIPE FROM COLLECTOR
9.
1 - REDUCER SDR 11 (SIZE TO SUIT)
MAINLINE AND CONTINUE WIRE TO
GRINDER PUMP CLEANOUT (AS SHOWN).
10.
1 - TEE SDR 11 (SIZE TO SUIT)
* STREET USE REQUIRES FOGTITE #2 CONCRETE
BOX AND TRAFFIC BEARING LID (H-20 LOADING)
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE CONTRACTOR'S
CONSTRUCTION RECORDS.
BY: S DATE: -
TITLE/POSITION
CONFIRMED BY CITY DATE:
COLLECTION VALVE BOX DETAIL
N.T.S.
PROJECT REF: FAC 04-0017 7-2tloyAy
THESE PLANS ARE "APPROVED" FOR CONFORMANCE
WITH THE CITY OF AUBURN ENGINEERING DIVISION'S
REQUIREMENTS
APPROVED BY: --- -��
DATE APPROVED: -7Z5 0#
REV.
DATE
BY
DESCRIPTION
1
07/29/04
G.MO
PLAN CHECK REVISION
2
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EXPIRES L8 2003
•l i 2.a ( b 4r
DATE
JULY 2004
DRAWN BY
G.MO
DESIGN BY
A.F.P.
JOB NO.
04-026
SHEET NO.
C20F 2
05 D 1*7
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