HomeMy WebLinkAbout94D1306CITY OF AUBURN
L
ALL WOWMANSIP AND MA 7EMKS SHALL CONFORM TO THE prY OF
1.
REFER TO GENERAL CDNSMC77ON NOTES FOR GENERAL
AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
REOUREMENIS.
2.
STANDARD SPECIFICATIONS SHALL BE 19M APWA AS MOOFIED BY
2
SEVER LAWS SHALL BE LAID 70 THE GRADES AND ELEVATIONS SHOWN
TIE CITY OF AI.BO/N, IVLYU.DWG AMIRN'S STANDARD DETAILS
ON THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT ClrY
SPECIFICATIONS AND REIXMI IWENTS
APPROVAL.
J
A COPY OF INICK APPROVED PLANS SHALL BE ON THE SITE DURING
J
LOCATION OF SIDE SEWERS SMALL BE MARKED A RE END OF 7HE
COVSIRVCnaN.
LINE INSIDE PROPERTY BY A PRESSIAK TREATED 2X4, I" FEET
(42, LONG BURED AV RE 0001RD A DISTANCE OF TARES. FEET
4.
A PRECONSTRUCTI N MEETING SHALL BE REOIARED PRIOR TO ANY
(J) THE LOWER ETD SMALL HAW A 2X4 CLEAT NAILED TO /T TO
ON-97E WORK FOR ALL PUBLIC FACILITY EXIENSICN PROECTS
PREVENT MIhgRA MK OF THE STAKE THE EXPOSED ORE FOOT (I')
SHALL BE PANTED TRAFFIC YELLOW AND THE DEPM Or THE 910E
5.
PRIOR TO STARING CONSTRUCTION TIK CONTRACTOR SHALL CALL
SEWER OR TEE SILL BE IAVCATED N SLACK PANT ON THE 2X4.
ONE -CALL (1-000-424-5555) FOR U7X/rY LOC,ITIONS (WATER,
SANITARY SEWER, STORM SEWER, GAS POWER, TELEPHONE AND
4.
LOCATION OF SIDE SEWERS SHALL ONLY BE CHANGED AS REOUARED
TELEVISION).
DURING CONSTRUCTION UPON AUTHORIZATION OF THE pry. THE
CONTRACTOR SHALL N01IFv THE ENGINEERING WHEN EXACT / ocAI IRONS •
6.
DURING CONSTRUCTION, CONTRACTOR SHALL BE R£OU/RED TO CONTROL
ARE DETERRED.
ON-97E STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT
Sim-sEa*• &AlklEdTON
DRAINAGE ER09OL/SK TA TION CON TMOL PROCEDURES.
5.
COV1RACroR sHALL C>BTAN ANY NECESSARY
PERMITS FROM THE OTY OF AUBURN PRIOR TO COI(NSMUCIICW.
7
LOCATIONS OF EXISTING UTIUTKS ARE APW110KIYATE. IT SHALL
I '
BE TE CaVWACTOR'S RE9'ONSBILI rr TO DETERMINE THE TRUE
6.
UNLESS OTKRNISE APPROVED. ALL CONNECTIONS TO EXISTING -SIR- ... ..
ELEVA 17ONS AID LOCA TONS OF HIDDEN Q7IJTKS. ALL NSBLE
MAN WITH NEW TEES SHALL RE DONE BY THE OTY OF ALN'ARN..' .TIC
ITEMS SHALL BE 111E ENONEERS RESPONSBL1rY.
CONTRACTOR SHALL BE AES'CWSASE FOR TRENCH AND PAVEMENT .. -
EXCAVATION, PIPE INSTALLATION, BACKFEL AND PAWAENF
8.
EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH
RESTORATION.
SIRAIoIT, UWORW EDGES 12 INCHES (12) OUT FROM THE EDGE OF
EXCAVATION. ALL J AV73 BETWEEN THE NEW AND ORIGINAL
7
ALL MANHOLES N PUBLIC RIGHT-OF-WAY OR EASEIKNJS SHALL BE
PAVEMENT SHALL BE PANTED WIN ASPHALT EMIT. " (CSS-i).
AD.,VSTED TO FINAL GRADE AFTER FINK PAVING /S COMPLETE, N
ACCORDANCE MIN THE CITY OF AUBURN'S STANDARD DETAIL NO.
9.
THE CONTRACTOR .SHALL INSTALL, REPLACE. OR RELOCATE ALL SIGNS
S7FC-1. .
AS SHOWN ON THE PLANS OR AS AFFECTED BY THE CONSTRUCTION,
PER THE OrYS STANDARD DETAIL N0. IRSP-1.
8.
ALL SEWER PVC PIPE TO BE SOR 35 /N ACCORDANCE MTN ASTM 0-3034.
10.
PON", CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH MTH A
9,
PIPE SHALL BE INSTALLED /N COMPLIANCE WIN ASTM D-2321. BEDDING
MONAMM HORIZONTAL SEPARATION FROM OTHER UTIJTIES (SEWER,
MATERIAL SHALL PROVIDE ADEOUA7r AND UNIFORM SUPPORT UNDER TE
FE
WM TER, Stow) OF FIVE ET. (3)
PPE.
11.
ALL CCNSIRUCMN SURVEYING FOR EXIEEN90NS OF PUBLIC
10.
IT SHALL BE TE CONTRACTOR'S RESPONSMK/rY TO NSIARE INAr NO
FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A LICENSED
CONFLICTS OCCUR KWEN SAMiARY LINES AND PROPOSED OR EXISTING
LAND SURVEYOR OR A WASFIMGTCW LICENSED PROFESSIONAL ONTO
STORM LINES PRIOR TO CONSTRUCTION.
ENGMEER
11.
SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN TO 5 FEET
12.
DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS
MIN. BEYOND TIME PROPERTY LINE ARID SMALL BE A MINIMUM OF B INCHES
P'ROECr SHALL BE KEPT CLEAN OF ALL MA TEMAL OEPOSI IS
DIAMETER WITH A ONE PERCENT SLOPE.
REY 77NG FRCW ON -SITE CONSTRUCTION, AS DIRECTED BY THE
arY.
r t
IS
CERTIFIED AS -BUILT DRAWINGS ARE REOUIRED PRIOR 70 PRO..ECT
ACCEPTANCE. REFER TO THE CITES 'CERTIFIED AS -BUILT
_
- ..
I27'-6" PVC SOR J5
R£OUIREMENIS".
.,. ..._ .._ Y
1 •%L �: S - 0.02OD FT/FT
14.
ALL REOUIRED LANDSCAPING SHALL CONFORM WIN CITY OF AUBURN
CAP
I JO' 6" • 11.54
ZONING ORDNANCE, SECTION NO. ?B30
4400
I
15.
FOR MANHOLE AND CA ION BASIN RIM AD.VSWENT. MAXIMUM
AD,USTMENT WIN BRICK OF RNS AND CASTINGS SMALL BE 14
INCHES (14) MTHOUT ADDING NEW SECTION.
I SSA BN ,ES
NO7E: STA 0+00 IS LOCATED AT THE /NTERSECIN
m
1127N AYE. SE ! 5E JM /M ST. PER CARAT TON
16.
ALL MANHOLES AND CATCH BASINS IN PUBLIC RIGHT-OF-WAY OR
BE AO,AUSIED AFTER ASPHALT PAVING AND
I _ T � _t,FA
F ""
f
EASEiKNTS SHALL
CONFORM To THE CITY'S STANDARD ADAISTMENT DETAIL NO. S7FC-I.
17 ALL CONNECTIONS OR SDR J5 PVC PIPE TO MANHOLES SHALL BE MADE
BY USING A.C. OR GPK MANHOLE ADAPTORS OR APPROVED EQUAL.
la THE MAXMAMM LAYING LENCINS SHALL NOT EXCEED 12 FEET 6 INCHES II
FOR SOR J5 PPE -
19. ADONG FOR PVC PIPE SMALL BE 518-INCH MINUS GNF9ED ROCK, --
FOUR INCHES (4) MINIMUM UNDER TO SIX INCHES (6) MINIMUM
OVER PIPE, AS PER THE CITY OF AVBVRN STANDARD DETAIL NO..
CFPT-J.
P--
---
-
20.
BEDDING FOR CONCRETE AND DUCTILE NON PIPE SHALL BE 5/8-HEN
-
_-
MNUS CRUSHED ROCK, SIX INCHES (6) MINIMUM UNDER, TO SIX
INCHES (6) MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN
-_
STANDARD DETAIL NO. GEPT-2.
-
EX.
IE- 422.66
EX. 12"CP CUL
.
f
21.
REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKF/LL
IE=(422.95)
DETAIL NO. GEPT-I, GEPT-2, AND GEPT-J FOR CONSTRUCTION
PROCEDURE
II
22.
ALL IMPORTED PPE TRENCH BACKFAL MATERAL SHALL BE CLASS
EX. F/RE HYDRANT
"A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN.
'; • "
I
,
• •-,-, •• I
23
PIPE TRENCH B4CKFXL MA IEMAL INTHN IHE REPROVED
'1',
'�_
'. �'"
:•
RIGHT -OF -WRY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN
•" •-• • • , • • •, •• ,
CONNECTION IS PERPENDICULAR TO ME CITY STREET
-�
24.
"ry{ESE P✓.NS nRG apP/{o-IEV e<NIA'TCNAI. , P.M OF
5ANITARY SEWER SYSTEM AVO04 112TN AV S QY HCN MI N
o2p
HPMIP As PART of Ti/g CARRIN4TPN BLUFF OEVEC PMENT
C xi
(FAC E%T a023-93) ,ENGINEER/CONTI.ACTOR SkAI� OOTq I'V
m
FINAL AS SullrS 'm VERIFY JNTRT3, RNM 1, I✓An ,O(pTN4,ETC
OF THE PAPPoSED SANITARY SEw6k SYSTEM.
_ J
420
410 = Ex
4001
12+00
CONNECT 70 EX, AN JS
�7__
EX. 12-CP CULV
IE=(423.60)
N0073'20 E
- - - - -- 100.00'
AIA
41
420
1
1
422
H2O 32'-6" PVC SOR 35
BLOWOFF S - a0200 FT/FT
nv
J2'-6" PVC SOP J
S - 00200 FT/FT
CAP 5' WEST OF e
6" lE 412.89
�r
Y A V N
SID. DETAIL NO. SSMH-1
15+43, SOO' LT
EDGE OF PAVEMENT
ENGINEER'S LEGAL DESCRIPTION
LOTS 4 AND 5, EASnWGE MANOR ACCORDWG TO THE PLAT
THEWOF' RECORDED IN IKXUME 68 OF PLATS AT PAGES 84
AND 85, RECORDS OF KMO COUNTY, WASHINGTON.
-- NOOW'20 E --
100.00'
0 0
1
EASTRIDGE AM 0
LOT /4 Y,
x
Y
I m,
I 2
\.. / c
z
\-� z
A
m
� D
_ s
A IN
z
SID. DETAIL N0� 57MH1-I
16+42.85, 3,06 LT >.
EX. IE= 422.24 / O
?R GUY
/ POLE
_428 -
428 -
:Du'E OF A 426 _--_-
£X. 12" WATER _72" WATER
-�- _ - - -
---_--------_- P __
- ❑ Al ■ v
- 426 - - -___
EX. 12" CP CULV:
IE-(424.62)
EXISTING \ /
DRIVEWAY
OTE' YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS
EFORE BEGINNING EXCA✓A7ION WHERE ANY UNDERGROUND UTILITIES MAY
E LOCALIEO. FAILURE TO DO SO COULD MEAN BEARING SUBSTANAAL REPAI
OS7S, (UP TO THREE TAMES THE COST OF REPAIRS TO THE .SERVICE).
'll
r_�___ 4_4_4_4 - - - - - - - - - -
2xisnNcwan
PIIDPoseO s _ _ _---- -
- -
II
Il
I I
it
I I
-ir- - -
12+40 12+80
13+20
13+60
14+00
PVC SORJS S-a OOSO
CA
E: 1"
20' H
RIZ
1 "
5' V
RT_
- 72 _' EXIS NG WATER \
1 1
14+40 14+80 15+20
s D DE AL 0. S5MH-1
RN 427.2t
ADAIsr TO FINAL GRADE
8" IE 411.97 (IN)
PROVIDE K olT TO E
15+60
SITE
r
SE 304TIlST
Y
O,
SE 310TH ST " 18
SE 312TH ST
SAW CUT EXISTING PAV£WIENr AS
SEWER AIRY FOR 7O N REPO
SEWER AYSTARY LLAFOR SANITARY
REPLACE
PER KING COUNTY ROAD
STANDARDS SECTION 801
PAVEMENT RESTORA IIOI SHALL
BE -9. CT TO KING COLNFY
\ APPROVAL.
,• StSt_P C\�� STUB W/ CAP
SOR J5
FT/Fr
SID. DETAIL NO. SSW-1
RIM 427.J!
ADAIST TD K GRADE
8" E Q247 (Wr)
16+00 16+40
16+80
VICINITY MAP
SCALE: 1" - 2200'
SCALE 1 " = 20'
BENCHMARK & DATUM
BASS OF BEARINGS' K.CA S.
DA nAlt CITY OF AUBaEM (USE • CIS)
BOIOMYWK.AM (CITY OF ALlIAB1/) RR 9W N
POWER POE /26 SOUP 901E J127N
AND 5 POLES WEST OF SLO-STATION.
EEEY. - imw
/LTC (CITY OF HARM) lop aF MNC6/
ON SE 3/21N ST BETWEEN 47H • 57H
POWER POLE EAST OF J127N A Sr.
aEv - 364. IB (Vwcaw)
ELEV. - 38464 (IEA9ARBD)
TOM 11: RORIN Gil OF ANON CAM AT NTIN Z
J04M Sr t 1121N AK
ELEV - 4 AOJ
JEW /2. SW FLANGE Bar ON FIRE NYORANr INK
APPRaWA TRY 90' EAST OF EAST FACE
OF HOUSE 171412. aN NORM SIDE OF
SE J041N ST.
EE£V. - 431&2
OWNER/APPLICANT
DAM E. WARMEMFONEIN
6J18 SOUTH 239TH Sr.
APT. M-J04
KEN T, WA 98032
(206) 852-4406
ENGINEER/SURVEYOR
TRIAD ASSOCIATES
11415 HE 128TH ST.
KMKLAND, WA 98034
CONTACT' MICHAEL L. MA THESCN, P.E
(206) 821-8448
SEWER
CITY OF AUBURN
PUBLIC NORKS DEPARTMENT
25 NEST MAIN ST.
AUBURN, WA 98001-4998
(206) 9JI-3010
CONTACT: OZZIE CARRASOUTLLIA
WA TER
CITY O' AUBURN
PUBLIC NORKS DEPARTMENr
25 NEST MAIN ST.
AUBURN, WA 98001-4998
CONTACT OZDE CARRASOUILLIA
(206) 93I-3010
THESE PLANS ARE APPROVED
FOR CONFORMANCE WITH THE
CITY OF AUBURN ENGINEERING
DIVISION'S REQUIREMENTS
FAC NO. 0005-94
DATE: S II vi
APPROVED: AJAYI'wv�.S eldt
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CITY OF AUBURN
GENERAL PLAN NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF
AUBURN'S REOUIREVIENTS AND SPECIFICATIONS.
2. STANDARD SPECIFICA7IONS SHALL BE 1986 APW4 AS MODIFIED BY
THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS,
SPECIFCATONS AND REQUIREMENTS.
J. A COPY OF THESE APPROVED PLANS SHALL BE ON THE SITE DURING
CONSTRUCTION.
4. A PRECONSTRUC77ON MEE17NO SHALL BE REWIRED PRIOR TO ANY
ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS.
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL
ONE -CALL (1-800-424-5355) FOR UTILITY LOCATIONS (WATER,
SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND
TELEVISION),
6. WRING CONSTRUCTION, CONTRACTOR SHALL BE REWIRED TO CONTROL
ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT
DRAINAGE EROSIONISILTADON CONTROL PROCEDURES.
7 LOCA 77ONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE
ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES. ALL VISIBLE
ITEMS SHALL BE THE ENGINEER'S RESPONSIBILITY.
8. EXISTING PAVEMENT SURFACES SHALL BE SAWCUT FULL DEPTH WITH
STRAIGHT, UNIFORM EDGES /2 INCHES (12) OUT FROM THE EDGE OF
EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL
PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-I).
9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS
AS SHOWN ON THE PLANS OR AS AFFECTED BY THE CONSTRUCTION,
PER THE OTY'S STANDARD DETAIL NO.. TRSP-1.
10. POWER, CABLE AND TELEPHONE LINES SHALL BE /N A TRENCH WITH A
MIN/MUM HORIZONTAL SEPARA77ON FROM OTHER UTILITIES (SEWER,
WATER. STORM) OF FIVE FEET. (5)
11. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC
FAC/L177ES SHALL BE DONE UNDER THE DIRECTION OF A LICENSED
LAND SURVEYOR OR A WASH/NGTON LICENSED PROFESSIONAL CIVIL
ENGINEER.
12. DURING CONSTRUCTION. ALL PUBLIC STREETS ADJACENT TO THIS
PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS
RESUL77NG FROM ON -SITE CONSTRUCTION, AS DIRECTED BY THE
CITY.
13. CERTFIED AS -BUILT DRAWINGS ARE REQUIRED PRIOR TO PROJECT
ACCEPTANCE. REFER TO THE CITYS "CERTIFIED AS -BUILT
REQUIREMENTS".
14. ALL REWIRED LANDSCAPING SHALL CONFORM WITH CITY OF AUBURN
ZONING ORDINANCE, SECTION NO. 18.50
15. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT; MAX/MUM
ADJUSTMENT WITH BRICK OF RIMS AND CASINGS SHALL BE /4
INCHES (14) WITHOUT ADDING NEW SECTION.
16. ALL MANHOLES AND CATCH BASINS /N PUBLIC RIGHT-OF-WAY OR
EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PA WNG, AND
CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1.
17. ALL CONNECTIONS OR SDR J5 PVC PIPE TO MANHOLES SHALL BE MADE
BY USING A.C. OR GPK MANHOLE ADAPTORS OR APPROVED EQUAL.
18. THE MAXIMUM LAYING LEN07HS SHALL NOT EXCEED 12 FEET 6 INCHES
FOR SDR 35 PIPE.
19. BEDDING FOR PVC PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK,
FOUR INCHES (4) M/N/MUAI UNDER TO SIX INCHES (6) MIN/MUM
OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO,
GEPT-3.
20. BEDDING FOR CONCRETE AND DUC77L£ IRON PIPE SHALL BE 5/8-INCH
MINUS CRUSHED ROCK, SIX INCHES (6) MIN/MUM UNDER, TO SIX
INCHES (6) MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN
STANDARD DETAIL NO GEPT-2
21. REFER TO AUBURN STANDARD TRENCH EXCA VA TON AND BACKFILL E
DETAIL NO. GEPT-1, GEPT-2, AND GEPT-3 FOR CONSTRUCTON
PROCEDURE.
22. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS
A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN.
23 PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED
RIGHT-OF-WAY SHALL BE 518 INCH MINUS CRUSHED ROCK WHEN
CONNECTON /S PERPENDICULAR TO THE CITY STREET.
SANITARY SEWER PLAN NOTES
1. REFER TO GENERAL CONSTRUCTON NOTES FOR GENERAL
REOUIREMENTS.
2. SEWER LINES SHALL BE LAID TO THE GRADES AND ELEVA701VS SHOWN
DN THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT CITY
APPROVAL.
J. LOCA 77ON OF SIDE SEWERS SHALL BE MARKED AT THE END OF THE
LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET
(4) LONG BURIED /N THE GROUND A DISTANCE OF THREE FEET
(J). THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO I TO
PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED DIVE FOOT (1)
SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH Or THE SIDE
SEWER OR TEE SHALL BE INDICATED /N BLACK PAINT DN THE 2X4.
4. LOCA TON OF SIDE SERERS SHALL ONLY BE CHANGED AS REWIRED
DURING CONSTRUCTION UPON AUTHORIZATION OF THE CITY. THE
CONTRACTOR SHALL NOTIFY THE ENGINEERING WHEN EXACT LOCATIONS
ARE DETERMINED.
5. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION
PERA417S FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION.
6. UNLESS OTHERWISE APPROVED. ALL CONNECTIONS TO EXISTING SEWER
MAIN WITH NEW TEES SHALL BE DONE BY THE CITY OF AUBURN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT
EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT
RESTORATION.
7 ALL MANHOLES /N PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE
ADJUSTED TO FINAL GRADE AFTER FINAL PAVING /S COMPLETE, IN
ACCORDANCE WITH THE CITY OF AUSURN'S STANDARD DETAIL NO.
STFG-1.
a. ALL SEWER PVC PIPE TO BE SDR 35 /N ACCORDANCE WITH ASTM 0-3034.
9. PIPE SHALL BE INSTALLED /N COMPLIANCE WITH ASTM D-2321. BEDDING
MATERIAL SHALL PROVIDE ADEQUATE AND UNIFORM SUPPORT UNDER THE
PIPE.
10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT NO
CONFLICTS OCCUR BETWEEN SANITARY LINES AND PROPOSED OR EXISTING
STORM LINES PRIOR TO CONSTRUCTION.
11, SIDE SEWER SHALL BE INSTALLED FROM THE CITY SEWER MAIN TO 5 FEET
MIN. BEYOND THE PROPERTY LINE AND SHALL BE A MINIMUM OF 6 INCHES
DIAMETER WITH A ONE PERCENT SLOPE.
PSI=-E-PYE-569•35OF Hf.60
J9'-6" PVC SOR J5
n' DEEP®
10,6" if 4i .00
-
5
1.
N0023'20"E _
100.00'
I
418
3
a EASTRIOGE MANOR
LOT AF5
°i MIN. FF 418.0
ro
420Z "_..
422
'OTE TA 0+00 /S LOCATED AT iNE IN /FRSECTON OF -
127H VE. SE & SE J047H S.. PER C-A.... TON BLUFF
120
ULOWO�E
37'-6" PVC SDR 35
F9, DEEP ® 32-fr-PY4- SOP -35
AS REQUESTED BY OWNER 6--B.6?BB-FF/F*
_ ._ ___ __ {" OE-4fgB9
SSMH 02 TYPE 1--.9".
F--of .0mg._49- PER CITY GF AUBURN
SID. DETAIL N0. SSMH-1
/5+4J 3.00' LT
100.00'
N0022'70-t--
(EXIST. EDGE OF PAVEMENT
�•,, t fAPP•ROX. L44OF SAWC'CYT (TYP) `•,
e
N
0D
ENGINEER'S LEGAL DESCRIPTION
LOTS 4 AND 5, EASTRIDGE MANOR ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 68 OF PLATS AT PAGES 84
AND 85, RECORDS OF KING COUNTY, WASHINGTON.
N0023'20"E
-� 100.00' --
N
o m
,I
i
I 1
1
a EAS77?/DGE MANOR' --- h
M LOT #4
MIN. FF 418.5
z
y
n
J5'-6" PVC SOR 35® MH 1 F I- " z
10' DEEP PER CITY OF AUBURN
AS REQUESTED BY OWNER 51D DETAIL N0. SSMH-1
16+42 85. J. 00' L T t�fi n
EX. IE= 422.24
4�N GUY
100. 00, POLE
I
SITEN N 1:8
v a a a
x z
x
N
SE 3041H ST
i
a
m
SE 310TH ST `4 18
SE 312TH ST
Iby`lfy
SAWCUT EXISTING PAVEMENT AS
NECESSARY FOR SANITARY
SEWER /NSTALLA770N. REPLACE
PER KING COUNTY ROAD
STANDARDS SECTION 8.03.
PAVEMENT RESTORATION SHALL
BE SUBJECT TO KING COUNTY
APPROVAL.
...._E_ _ . CONNECT TO EX MH J5 EXIST. EDGE OF PAWMENF'----- _,_ _-..-..__-.... 16 428 ._..- ,_e PVC STUB W/ CAP
.. ...___.-...._ _ 426 _._-_. -_._ ..____.
_ EX, l2" WATER _....___-_- ... _-__... - _.. -
_-
p_ _ _ - _ - p - T P-e- _ _ _ _ - -
12" WATER
-I-- �- 426 � A ■ f--
--}646„22- J
U
I`
_
?.65 EX. 12"CP CUL i EX. 12"CP CULV. / EX. 12' CP CULV. 'q X. IE= 426.63
IE=(42295) // �. IE=(423.60) \ - Ay-�
IE=(424.62)
Ex_ E="423.51 _ EXISTING
EX F/RE HYDRANT I .ORI VE WAY :.� k�
r'E ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUCTON AND
ECT EXISTING FIELD CONDITIONS AS OF OCTOBER 6, 1994 BASED ON THE m YI
X
MAETERS USTED BELOW:
VICINITY MAP
SCALE: 1" = 2200'
SCALE 1" = 20
BENCHMARK & DA TUM
BASIS OF BEARINGS, KCA.S.
DATUM: CITY OF AUBURN (U.S.0 ! C.S.)
BENCHMARK. AS (CITY OF AUBURN) RR SPIKE IN
POWER POLE 129 SOUTH SIDE J127H
AND 5 POLES WEST OF SUB-STATOV.
ELEV. = J50.80
/6C (CITY OF AUBURN) TOP OF MON
ON SE 312TH ST BETWEEN 47H ! 57H
POWER POLE EAST LY 3127H AV£ SE.
ELEV. - 354.18 (RECORD)
ELEV. - J54.64 (MEASURED)
IBM 11: NORTH RIM OF MON CASE AT INTXN W
304TH ST h 112TH AVE SE.
ELEV. - 409.OJ
70M 12: SW FLANGE BOIL r ON FIRE HYDRANT 1596.
APPROXIMATELY 90' EAST OF EAST FACE
OF HOUSE 111412, ON NORTH SIDE OF
SE 3041H ST.
ELEV. _ 436.82
" I OWNER/APPLICANT
I
..... DA VID E WARMENHO WIN
--I- - 6J18 SOUTH 2397H ST
APT. M-J04
KENT WA 98OJ2
HORIZONTAL POSITION OF MANHOLES AND SIDE SERVICE STUB MARKERS j - ��; I (206) 852-4406
BEEN REVISED ON THESE PLANS WHERE THEY VARY MORE THAN _ J I I / �•,,
FEET FROM THE DESIGN LOCATION BASED ON FIELD OBSERVATION.
AS -BUILT TOP AND INVERT ELEVATIONS HERE SURVEYED AND TIED TO
VI THE _. _ - _-.... ..._^...__fx/SJ1NE-RROF/LE-AS}R---�.`{ ......"'._ _-... --'--- _-.-.-_ - ..-. _ ENGINEERI URVE/OR
IECTBEATIONSK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED __.. ____-. -.. .. ---- ----- ---- ---- ---- ---- -- ---- ----
RT ELEVATIONS I(E. AND MS M RN STRUCTURES R MAY NOT REFLECT THESCALCULATED BASED E PLAN SLOPE
REFLTHE EOF THE - - - - - - - - - - - - - + - - - J TRIAD ASSOCIATES
ALLED PIPE. ALL ITEMS MARKED WITH A®ON THESE PLANS REFLECT 11415 NE 1281H $T.
T INFORMATION PROVIDED BY THE CONTRACTOR. TRIAD ASSOCIATES DOES NOT KIRKLAND, WA 98034
TFY THE ACCURACY OF 1NE INFORMATION SUP LIED BY THE CONTRACTOR, _ _ _ _ - - - - - -
IF SUCH INFORMATION IS INCORPORATED IN ESE PLANS. - - - - - - MICHAEL L. MATHESON, P.E.
- - 11 - -
-. -. - --- - -. t"..- -. - - - - _ _ _ _ ( ) 827-8448
12 _. 12�" EX NG WATER % ._ -I
- ExrsnNc WA _ - - � - - - _ _ SEWER
I I I i II 1 i I
Ex. 1z37 8" PVC S S=0. 7F7/FT _ z '-a" PVC SOR 5 �6 000595e T/FF
i ' 8" PVC SORJ 3-6-6959 F FT
... L))- - RJ5 _ _
- S SEWER SSMH 02, TYPE 1-48" _--- ---.
S � H 351 TYPE l '48" RN
YPICAL PER CITY IL '07 SAf
B£ INSTALLED STD. DETAIL 0. SSMH-1
RIM Af"!t 2ZJ2
A PART OF PLA OF ADJUST TO NAL GRADE
' C RR/NGTON BLUFT I '
,ter -I - SCA E: 1 20 HORIZ. _._... t 8- E "z E (DU
-
RIM 428j 9I PROVIDE KN KOUT TO EAST
IJ
B�E�M9df}{BBfi} eY FOR FUTURE CONNECTON
8'. lE 410.80 (N-N) n r
8 sro.7a(Wr-s) 1 5 VERT.
400 - -- -
12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00
P SOR 35 <
) S=0. 005 FTI.TT
SSMH ol TYPE I-48"
PER CITY OF AUBURN
STD. DETAIL NO. SSMH-1
RIM 091..3t 428.61
ADJUST TO FINAL GRADE
8" lE 41255I(WT-S)
CITY OF AUBURN
PUBLIC WORKS DEPARTMENT
420 25 WEST MAIN ST.
AUBURN, WA 98001-4998
(206) 931-3010
CONTACT' OZZIE CARRASOUILLIA
--- --- WA TER
CITY OF AUBURN
PUBLIC WORKS DEPARTMENT
25 WEST MAIN ST.
AUBURN, WA 98001-4998
-------410 CONTACT
TAa41 OZnZIE CARRASOUILLIA
L - - - 400
16+40 16+80
THESE PLANS ARE APPROVED
FOR CONFORMANCE WITH THE
CITY OF AUBURN ENGINEERING
DIVISION'S REQUIREMENTS
FAC NO. 0005-94
DATE:
APPROVED: -
AS -BUILT
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JOB NUMBER
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94-055
0412 owb /304 2- op 2