HomeMy WebLinkAbout04D1744LOCATED IN THE SE 1/4 OF SECTION 5, T21 N, R5E, W.M.
KING COUNTY, WASHINGTON
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234.0 144.50' 101.50'
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t 12" CONC .CULVERT •p� �-_ �� STA 3+32 I STA 0+63 412-55
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IE (N) = 387.49 IJwf .�SS1L� NEW TYPE 1-48" SSMH
IE {S) = 387,67 I O?.t' C�4P At ST,4�f'E"
_ CAP &� ,�9�19 I 7.5LF 6" PVC STA 2+05 I RIM =�3�� ,�207 I 3 I
15'X480' SANITARY 20LF 6" PVC f, t SDR-35 SIDE IE _.'F� IE IE (8" N) _?. 2 o N
SEWER EASEMENT SEWER 027
CAP & STAKE
SDR-35 SIDEN 00'03'44" W i 3
- _ = 39C=- I SE ---- -- - - �92� I -394
101 50' - -
--
� - -388-- -- - 3- --_ ��\--- 392----_/�------- - .-- _G - _' � � �
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l �...... - - - - - W- - - - - - h........-..- _1 OLOT - - - - - --
I . !. _ (PRIVATE ROAD, GRAVEL)a- - r- I -
.�--��` T ..:+� �� ..y.. .�- . •.�.T}...� • •-� .. • . • .. • .. .... ....-.. • • • . • • • . • • •_ .- • • • • • . ... . • .-. • .1T.wr ...+++++, .. �rr1T. • • Rl1Tr ... • . • • . • • ..... •��� . .-- • �r�.� �•�Yr --
_� - -386 ; . t-- C - -- -
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462 LF 8" PVC i 8; SD-' '=
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STA 5+25 412-5638s - - ,�4'- RESTORE GROUND TO SDR-35 ® / 38 I i .
ORIGINAL OR BETTER ¢ 12" ABS CULVERT
NEW TYPE I-48" SSMH ( EX. 30' INGRESS, '�R ®� °�w " ' �
STA Ff1I CONDITION W6 PVC STA 1+56 1E (N) = 387,02 12" CON" CULVERT �II EXTRA SHALLOW EGRESS &UTILITY /E_ ,�9E6�B �`� t)- J� G'�,,. ?� IE S = 386.87 IE E=r38.7.99
PER SEWER-06 ?B EASEMENT �;qp �;Ta f l EX, 15 INGRESS, SDR-35 SIDE IE =,AW', �T, 3 O O - I
RIM -, %GY PER KC SP 1283082 I } EGRESS & UTILITY SEWER 0 2% CAP & STAKE I IE (W) = 386.10 ( -L
4J I IE (8.� S) _ �i8 I . EASEMENT I �•w•�
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30211 110TH PL. S.E. 30241 110TH PL. S.E. M z
30323 110TH PL. S.E.
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267.34 - 260.00' - - - - - - 101.00' - -
N 00'10'33" W
51TE KJ,N NOTES
1, CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE
W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE,
PHONI & CAS SERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER.
CONSTRUCTION SEQUENCE
1. ATTEND PRE:CONSTRUCTION MEETING WITH CITY OF AUBURN.
2. DURING DEMOLITION OR CONSTRUCTION IN ROADWAY RIGHT OF
WAY, Pl,'OADE A)EQUATE SAFEGUARDS, SAFETY DEVISES, PROTECTIVE
EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NECESSARY TO
PROTECT THE LIf"E, HEALTH AND SAFETY OF THE PUBLIC AND TO
PROTECT PROPEffY IN CONNECTION WITH THE WORK COVERED
INDICATES ON THESE PLANS. ANY WORK IN THE TRAVELED RIGHT OF
WAY THAT Er,AY INTERRUPT NORMAL TRAFFIC FLOW REQUIRES AT LEAST
ONE FL.AGGE:R FOR EACH LANE OF TRAFFIC EFFECTED. ALL SECTIONS
OF WSDOT '.ST4NDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL -
SHAL.L APPLY.
3. BEGIN CONSTRUCTION.
4. i iAKK TERM, -NATION OF MAIN PER THE SANITARY SEWER
CONSTRUCTION NOTES.
5. PROVIDE SURVEYED AS -BUILT DRAWINGS OF THE SEWER PER CITY
OF AUBURN REQUIREMENTS.
DUST CONTROL NOTES
1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH RAPID
STE RESTORATION,
2. DURING CONSTRUCTION IN DRY WEATHER, SPRINKLE THE SITE WITH WATER
UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING
THE DAY.
3. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST
BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS,
4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT
TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT
CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION.
5. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES
DURING CONSTRUCTION DURING DRY WEATHER.
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f S.E. 293RD ST i !/L, v5
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S T•
SITE
/ AUBURN REGIONCN
AL
l _ / GOLF COURSE
9c� S.E. 304TH ST.
I=,r/
KING COUNTY
R� S.E. S.E. 312TH ST.
AUBURN
VICINITY MAP
N. T. S.
OWNER INFORMATION
EX, SSMH 512-49
MR. NICK PERIUS
RECHANNEL AS REQUIRED 444 PACIFIC PLACE S.E.
STA 0+00 PACIFIC, WA. 98047
RIM = 390.10 PH: (253) 261-4735 (1C% 25f-X1-•17.0
IE 8" (N) = 381.40 FX: (253) 939-1132
IE 10" (W,E) = 381.10
PROJECT SURVEYOR
HOLMVIG, DEWITT & ASSOCIATES
ATTN: MR. MIKE DEWITT
1036 COLE STREET-'
ENUMCLAW, WA. 98022
PH: (360) 825-6963
FX: (360) 823-0633
LEGAL DESCRIPTION
LOT 1 OF KING COUNTY SHORT PLAT 1283082 RECORDED ON DECEMBER 26, 19'45
UNDER KING COUNTY, REC NO 8512260307 SAID SHORT PLAT BEING A PORTION OF
EEY/Sl1NG f21f8" WEST lei OF THE EAST Ys OF THE SW 1i OF THE SE Y4 OF SEC 5, TOWNSHIP 21
NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH AN
loke +,ar EASEMENT FOR INGRESS AND EGRESS AS DELINEATED ON SAID SHORT PLAT.
PARCEL NUMBER
0521059156
VEAL DATUM
32-R ELEV = 403.21 NAVD 1988
RAILROAD SPIKE IN POWER POLE AT SOUTHEAST
CORNER OF SE 304TH STREET AND 112TH AVENUE SE;
POLE NO. 11201
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
1 =30FOR 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
.........................................................................................................................................•............ ........... ...... ....... E.17SIINC �?rFB' OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT
..r.•... . h................ ................. _
•• •f'f�''0'>a#'• •• -931 3010 TO SCHEDULE A MEETING.
4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR
q IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE
� DRAWINGS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
S.E. 304TH
............. .............................. •.,:•..,........................,..............
STREET .
THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES
395 .. ...............�� AND THE EXTENT OF ANY HAZARD CREATED BY OVE
RHEAD U "' "" UTILITY LINES
r .....r ..... ........
••••� •• ky,(/ _ ,�q,� ''395 IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR,
B'S
= TIES, IS SIGN
• _ F CHAPTER UNDERGROUND
CODE OF WASHINGTON
I
/E�B Ej - � 95 '`^','"�'� . � ON (RCW)HEPR OR I
. ... .. CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL
0
.�y�� SANITARY SEWER,
�/�/� yy (1 800 424 5555) FOR UTILITY LOCATIONS (WATER, R,
.I�r•..r •., •.....rr•rrr •••. •.. •.,.• r,..•• •hf........................................... •....................... ..............................•.....•.....•.......r.....................................................r.......•
r... .r..n • ,rr
. .. •..,••••. •.-•..rr•........... r..... • r••.r•r•••.r•••••• ••.•rr.•.••••r.r• ••...
SEWER, GAR, POWER, TELEPHONE .. M ,�,�.�- STORM SE EPHONE AND TELEVISION).
390 5 PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND
SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED
WATER SERA
pw f" oAr 462LF 8 PVC ED
TO THE CITY FOR APPROVAL TEETHE CITY BELIEVESTHATTHEMPROPOS
S HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING
y - - _ -
DR 35 ®,�Y
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9.t' M IE
MAY
3$5:............,.r.••............••....•....•...............................:........:.........r.......,...:................r - LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE
,Q55+,5' :•.. 356.1 l i BE L
...... ..................... 385
ROUTES.
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WATER IE = 385.53
...... .. .. .
HE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND
STA �f� L-- , ,,,. . PRIOR TO THE START OF WORK, ALL METHODS
ST,4 41 /l
I'
STA 3} DUEQUIPMENTRUUSEDTFOR TRAFFIC CONTROL AND STREET MAINTENANCE
I I AR
- SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND
STA 5+25 412-56 I�l 6"LT WATER" �..`�
3w...,............................«................. .. ......•...............1�«.............................................rr:....... STA 2+05 PERSONS
NEW TYPE I-48" SS ..
►1` •• • ..... .... ..... .. , .., ••••, YSSUFFEREDLIBECAUSEROF CONTRACTORS OPERATIONS OR
EXTRA SHALLOW +6.., - 380
SURETY
6 RT STA 1+56 - CONNECTED WITH THEM.
1'A••0 �"�" 85.0�. .. AND PROPERTY
WATER IE 383.Of NEGLIGENCE CON
PER SEWER-06 . . . NEW TYPE I-48 SSMH SS IE = 381,4y 7 7, ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES
E •
RIM = 388xi.?B I - •� RIM = .3.A207 TOP SS = 382 ,?� -
IE 8" S
EX. SSMH
6 LT
-�� IE (8" S) = 384, -AW 1?l / f�i� S l SURVEYOR
B D
LICENSED LA
:
N UNDER THE DIRECTION OF A WASHINGTON LICENS N
IE 8" N = . E7': STA 0+00 PROFESSIONAL CIVIL ENGINEER,
VEYOR OR A WASHINGTON LICENSED
f........... .. ................. ....r....................:. _ REQUIRED PRIOR
..................... .......................... I. RIM = 390.10 8. CERTIFIED DRAWINGS ARE R TO PROJECT ACCEPTANCE.
5+00 4+50 4+00 I. �" I"""""""""" • f ............•••• W REFER TO THE CITYS RECORD CONSTRUCTION DOCUMENT" HANDOUT.
................................ �.......IE . B... (N-} 381.40
3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 9. INSTALL PIPE AND CB'S PER C.O.A. STORM-05
SANITARY SEWER PROFILE
IE 10 (W,E) = 381.10 10. IF CROSSING SEPARATION IS LESS THAN 1 FOOT INSTALL A SHEET OF
ETHAFOAM 220 AND BED WITH SAND.
TILITY CONFLICT NOTE: �1 SCALE: 1"=5' VORRT. 11. SAWCUT PATCH SHALL BE: A MINIMUM OF 6' WIDE.
TION:
JVCI MALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF lu nLITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES
AID X HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
�� CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF
1�E EIOS:i7pJT1ES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR ROT CONFLICTS E)OST. 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 M TH CONSTRUCTION.
SANITARY SEWER EXTENSION PLAN
REV.
DATE
BY
DESCRIPTION
1
12/04/03
G.MO
LEGAL DESCRIPTION, HOUSE LOCATION
2
01/09/04
G.MO
ADD SITE ADDRESSES Sc C.O.A. COMMENTS
3
01/23/04
G.MO
SHOW NEW SEWER EASEMENT
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AS-BU/LT/N,,ca ,4R0Y
RECORD DRAWING MTIFICATION
THESE DRAWINGS CONFORM TO THE CONTRACTOR'`.:
CONSTRUCTION RECORDS,
BY:, DATE:
TITLE/POSITION �.
CONFIRMED BY CITY DATE;
PROJECT REF: FAC 03-0041
THESE PLANS ARE "APPROVED" FOR CONFORMANCE
WITH THE CITY OF AUBURN EN 3INEERING DIVISION'S
REQUIREMENTS
APPROVED BY:
DATE APPROVED: _
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EXPIRES _� /812005
DATE
NOV 2003
DRAWN BY
G.MO
DESIGN BY
A.F.P.
JOB NO.
03-063
SHEET NO.
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