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INW A'1BURN Auburn CIt L'min 1G5, SE .`.�.i 17S E RIM= O9.00
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EXISTING 4° GAS LINE
EXISTING TELEPHONE CABLE
107
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GENERAL NOTES / 50 , _p90 % 0,
I. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE CITY OF
AUBURN STANDARD SPECIFICATIONS AND THE APWA, 1981 EDITION.
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2. CONTRACTOR SHALL NOT PLACE ANY ELECTRICAL OR COMMUNICATION
LINES WITHIN FIVE (5) FEET OF ANY WATER LINE.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, OR HAVE
LOCATED BY THE APPROPRIATE UTILITY DISTRICTS OR COMPANIES, ALL Q. '1 ,; s_
UNDERGROUND UTILTIES PRIOR TO CONSTRUCTION START, FOR UTILITY 13 _
LOCATIONS IN KING COUNTY, CALL 1-800-562-6478 BEFORE DIGGING. /f^� ° !'.Q RI / g
4. ALL EASEMENTS SHALL BE SUBMITTED FOR REVIEW PRIOR TO ISSUANCE Nl'tjj t� AEI e I L i- _
OF BUILDING PERMITS.
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SAWCUT 12 6Ewc110 EXCAVATION AND
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INSTALL New GiIKl3 GUITEIZ OR xh -
DRIVEWAY AND RESTUKE PAVEMENT �+ Q - GXIST.f / / ` er T I ti / �o
Tb MA-IZGH EXISTING A5 PIRECTEC y f21N4 IIp.9C s /�( qy _ I ii c
INV�iO4.2G' _ ?)__D'^a3
BY THE U1-Y OF AUBURN. �,OT \/ J GB1F �2I DV -- 3
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LEGAL DESCRIPTION AT LAs}`I I_14
That portion of the West half of the Northeast quarter of the Southwest - t "" I•"xt 7 c u """
quarter of the Northeast quarter of Section 19, Township 21 North, Range
5 East, W.M., in King County, Washington, lying East of the County road, INV 1G 5' ,�
as established by deed recorded under King County Recording No. 962079,
EXCEPT North t AND EXCEPT the South
EXCEPT theSouthwessterly 5hfeetf feet
ANDthereof adjacent to Primary State `'V 1, ''F06 '4 _ _19 X 1?' 24 _..r 6)-1'"1_ *_ 24 &.SF6�
Highway No. 5 as conveyed to the City of Auburn by deed recorded under - -- - --- - ""
King County Recording No..6467113.
PARCEL A: __. _ Q,�r .j._ T11-T''r'
That portion of the Northeast quarter of the Southwest quarter of the
Northeast quarter of Section 19, Township 21 North, Range 5 East, W.N.,
EXISTING PARKING,LOT
in King County, Washington, described as follows:
Beginning at the Northeast corner of said subdivision; thence South 89°
28'35" West along the North line of said subdivision 175.01 feet to the 175 175 1r 15
TRUE POINT OF BEGINNING; thence South O°l2'30" West parallel to the East
line of said subdivision, 333.09 feet; thence North 89047'30" West 154.98
feet to the West line of the East half of said Northeast quarter of the
Southwest quarter of the Northeast quarter; thence North O°l5'19" East .!'2''
along said West line 331.12 feet to the North line of said subdivision;
thence North 89°28'35" East along said North line 154.72 feet to the
TRUE POINT OF BEGINNING; LESS the North 30 feet thereof for roadway. { :�
PARCEL B: 7YF `,krYJG
That portion of the Southwest quarter of the Northeast quarter of Section
19, Township 21 North, Range 5 East, W.M., in King County, Washington
described as follows:
Beginning at the Northeast corner of said subdivision; thence South 89°28'
35" West along the North line of said subdivsion, 175.01 feet; thence South
0°12'30" West parallel to the East line of said subdivision, 333.09 feet 115 _
to the TRUE POINT OF BEGINNING; thence continue South 0°12'30" West 326.65
feet to the South line of the North half of said subdivision; thence South -_
89°33'25" West along said South line 155.25 feet to the West line of the
East half of the Northeast quarter of the Southwest quarter of the Northeast - - --- - - -
quarter of said Section 19; thence South 0°15'19" West along said West line
94.73 feet to the Easterly marginal line of State Road No. 5; thence North
43°04'05" West along said marginal line, 196.68 feet to an intersection with
the North line, 50 feet North of and parallel to the South line of the -- - -- - -- -
Northeast quarter of the Southwest quarter of the Northeast quarter of said
Section 19; thence North 89°33'25" East along said line 134.96 feet to the
West line of the East half of the Northeast quarter of the Southwest quarter
of the Northeast quarter of said Section 19; thence North 0°15'19" East
along said West line 278.41 feet to a point bearing North 89°47'30" West
154.98 feet from the TRUE POINT OF BEGINNING; thence South 39°47'30" East
154_90 _feet to the TRUE POINT OF BEGINNING_
P
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STORM SEWER NOTES
I. CORRUGATED METAL PIPE SHALL BE 16 GAUGE ALUMINIUM, HELICAL
WITH ANNULAR ENDS. USE TYPE "D" COUPLING BANDS WITH GASKETS
PER APWA SECTION 60-3.02G1 AND STANDARD PLAN NO. 62B.
2. CATCH BASINS SHALL BE AS SPECIFIED ON THE PLANS. USE AC
MANHOLE ADAPTER WHERE P.V.C. PIPE CONNECTS TO CATCH BASIN
OF MANHOLE,
3. ALL BACKFILL SHALL BE SELECT GRANULAR OR ROCK BACKFILL AND
SHALL BE COMPACTED TO PREVENT ANY FUTURE SETTLEMENT AS
DIRECTED BY THE CITY OF AUBURN.
AND 8" DIAMETER PIPE SHALL BE SMOOTH PVC 5o5k 35
c
-- SCALE"=30'
- w LEGEND
Ex15T. IV?" BLS a =�vICE WATEPl UNE J
PROPERTY CORNER
�--- PROPERTY LINE
EXISTING CONTOURS
SPOT ELEVATION
- ROADWAY CENTERLINE
�--®- NEW STORM SEWER CATCH BASINS
TEMPORARY EROSION CONTROL BERM
-ago SURFACE FLOW DIRECTION
VERTICAL DATUM: CITY OF AUBURN
B. M.B I - I I<R SPIKE IH FiiWEK YULE AUBURN WAY 5.
L. 'T DOH E. SIOE AUBURN WAY = 107.E
D.M * I - O = KZ BIKE IYt POWER POI.f_, 9, I-. COKr+ER
rZ h ljf J " t. ' T. 9 E, = 109.94-
M STREET S.E.
XISTING IZp WATER MAIN
21-
S 0; -� 56 LF 15 MP
1 4 = 0.0083
RIM I .8-2
=fir' INV 448
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KIM -IOS08
Nye,, -9735
INV,eo„r=97 30
Hav6r„ -98.90
INV91N =982S
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CONSTRUCT BEFM ALONG OUEfZ TEDGE OF
PARKING LOT AS SHOWN P2102 TO
GKADIN6.1r0f FLEV OF BERM SHALL
EGIUAL 108.0 AS GRADING COMMENCES,
MATCH 1_LIBGR.ADE ELEVATON OF
n Q PAKKINGI LOT WriH TOP OF BERM,
`NOTE: SHADED AREA ENCLOSED BY IOS.SCONTOUR
INDICATES ON SITE DETENTION FOR STORM
3, WATER. 10 YR HIGH WATER ELEVATION=108.5
(TYPICAL FOR 5 PONDS).
C,a 4- CB LOCATION FROM NW PROP. CORNER
KIM-10783
INV= 104.83
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EX. I'1EjER.
Cl SITE PLAN - GRADING AND DRAINAGE
C2 WATER PLAN
C3 DETAILS AND CROSS -SECTIONS
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Al SITE PLAN - IRRIGATION, LIGHTING
L1 LANDSCAPE PLAN
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rZEVls1oN 103 83- I LEreii:> G SANI-1AeY SEwez zs
REVISION ICJ-19 5-5- �`'.:-F-=V,STfiM._vw Hc:iEE;1CC' Mir-7 VI .
91\Y\�; iw REVISION II-23 83 - I'INKN aRA�Es N'AIeE-0-p,Vl: Rk6E .51 "`��
0970 8(o D-9&7- SHT. I ots 3
d'AUgUKN WAYS.
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K4 t6 `WAf?R L1N'L -- _. - - - _.
TEK_ 4 GAS 00 NEw g" DIP WATER
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P'IELb TO VEFLI" LOCATION
OP EX. UTILITIES
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NEW PA=UCIN(, LOT'
T74)N (,"MIN CLEAe,
PARTIAL WATER MAI N PRDFI LE
SCALE: - 5U' HoR7-
I' = 5' VERY
EXISTING 16" WATER LINE
Si -A 0t00
1-16"z8"TAPPING SLEF-VE
1-8"TAPPING VALVE Q
BOX wI CONC BLKGI
�WC.ul FXI`-)I INII i KOADWoy Ff f� INSTALLATION
Ntw wAttK u"e. E�4cr� iL.i- w/ lao•/ 5/g"
NINu� (KIP-fl1FL POCK. � �
MATCH EXI511N4 ROADWAY DIIST SAN_SWK,
SECTION A5 DIRECTED BY
CITY OF AUBURN. EXIST SSMH
(G'A9PNALT (WER S" C.OhK.. RIM = 108.00
Hi}115 ARPA� INv=98.38�
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RIM=110,70
INV=10617
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WATER NOTES
1. WATER LINE SHALL BE DUCTILE IRON PIPE, CLASS 52. CONTRACTOR
SHALL MAINTAIN 42" MINIMUM COVER OVER ALL WATER LINES.
Z. WATER LINE SHALL BE PRESSURE TESTED AND PURIFIED TO CITY OF ^ UGC
AUBURN SPECIFICATIONS. ,AR `:5,
3. ALL BACKFILL SHALL BE SELECT GRANULAR OR ROCK BACKFILL AND
SHALL BE COMPACTED TO PREVENT ANY FUTURC SETTLEMENT AS
DIRECTED BY THE CITY OF AUBURN UNLESS IN ROADWAY WHERE
BACKFILL SHALL BE 100% 5/8" MINUS CRUSHED ROCK.
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O BE P�SIGNED 5Y OTHERS _
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LO, CONTINUED
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LJ' FIISEMENT — ADJOINIH$ LOT /o
OWNED BY CI.IURCH .
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1-8" TIPPING VALVE y BOX
w/CONC ESLKG
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SAWCLfr EXISTING NOWAY FOR INSTALLATION OF IiE,W WATER LJMF-
BACKFILL W/ 100%° ".S/8" MINLIS CRLISFIEJD ROCK.
" ,ATE "y��wAY�c _M STREET S.E.
EXISTING 4 GAS LINE
EXISTING TELEPHONE CABLE
I�.. EXIST SAN SWP MH
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SAnIrARY SewGP INVk8aT=97 90
EA9E1'1EnT INV(,„ -98.90
o N 0° IR'07_E 109.45' 3' \ INVBIH =98.25
EXI`'T 18' S[W.sEWEK _
Q(15T'�55MH
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48.15
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rev wconC. e�LOGKInvA _ NOTE:
bV EH J> i i oy aenc{Fti r�) AL_I_' FAIL- HYDRANTS TQ BE
G. �tKlA I w/GONG BLKG - 5' CLEAR OF LtJkb
CO 2� !o 3'
NUTS:
IT I5 THE INTFnT Al THIS TIME TO °h:vlGk
THE NEW BUILDING EXPANSIUN wl'N THE
kX.15TING Co" `OIDE SEWLK R DOMESTIC WAT P,
OE2VICE FROM EXISTING I/z WATER UNE.
SCALE I"•30'
'-EKISTING 142'' BILL.lyZ
LEGEND - - WATER LI HE . M ErErz'
Q
H W.M. NEW WATER LINE w�LINE SIZE
NEW FIRE HYDRANT ASSEMBLY & GATE VALVE
- BEND w�CONCRETE BLOCKING i
TEE w�CONCRETE BLOCKING
TAPPING SLEEVE B. VALVE ON EXISTING
WATER MAIN
NEW CORPORATION STOP X
W
APPROVED
DEPT. CITY PUBLIC WORKS
CITY OF AUBURN
e"y ENGINEERING DEPARTMENT
APPROVED BZ -
EXISTING IZ WATtK MAIN
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