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PHASE I TYP. 8ECf16M-INTERCEPTS TRFJJCH
LEGAL 1::)E5cP_iPTioN
PARCEL At
The north half of the northeast quarter of the northuunt quarter of
Section 11, Township 21 North, Range 4 East, V.M., in King County,
Washington;
EXCEPT that portion lying aouthtarly of the following described lius:
Beginning at a point on the east line of said northeast quarterof the
northeast quarter of Section 11. 660 feet north of the southeast corner;
thence Worth 88'49'15" West, 1301.67 feet to it point on the west line
of said subdivision; 683.87 feet north of the southwest corner of said
northeast qquarter of the northeast quarter of said Section 11; except
the east 30 feat of said northeast quarter of the northeast quarter of
said Section 11, conveyed to King County for road by deed recorded under
&*cording Number 694380; and
9XCEPT the north 330 feet thereof.
PARCEL 8.
The north 330 feet of the following:
The north half of the northeast quarter of the northeast quarter of
Section 11, Township 21 'North, Range 4 East, W.M., in King County,
wtnhingtoar
EXCEPT that portion lying southerly of the following described lint
Beginning at a point on the east line of said northeast quarter of the
northeast quarter of Section 1.1, 660 feat north of the southeast cornort
chance Worth 88•49'15" West, 13D1.67 fee[ to a point on the vest line
of said subdivision; 683.87 feet north of the southwest corner of said
northeast quarter of the northeast quarter of said Section 114 exaapt
the east 30 feet of said northeast quarter of the northeast quarter of
said Section 11, conveyed to King County for road by deed recorded
under Recording Number 694380. '
FOIe PAVING MATERIAL
7YP. DRIVIAIG LANE (SECTIM - SEC7/0,U 8-8
SCALE /FELA�IJE,
/ ROW e6
ADJ107;NE0r
PrflCKs (moi)
8" eAP
SCHEDULE 40
JHO)eT AIPPLE
(LI18 leATE
80TH ENDS) -
37D. TYPE /G
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&CTIDNS 48 Ri5aD.
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FLEW IPESTRICT-X CB DETAIL <C8s5 tC8"f0)
TYPE /( CB n/Ts
'CLASS"8"ASPHALT
-/ /z' VB"C'e GAm0E(-
;VW l 14' e-) CA! 6MVEL
TYPICAL PAVIAIG SECTIOIU
N.T's
a. All workmanship and materials shall conform to the City
of Auburn's requirements and specifications.
It. Standard Specifications shall be 1981 APWA as modified by
the City of Auburn.
C. A copy of these approved plans shall be on -site during.
construction.
d. Prior to starting construction, the Contractor shall call
ONE -CALL fl-800-424-5555) for utiility locations (water,
sanitary sewer, storm sewer, gas, power, telephone, and
'television).
e. During construction, contractor shall be required to
control on -site storm water runoff by using temporary
erosion/ siltation control procedures. No sediment laden
storm water shall be allowed to discharge into the City
of Auburn's storm drainage system.
I. Locations of existing utilities are approximate. It
shall be the contractor's responsibility to determine the
true elevations and locations so as to avoid damage or
disturbance during construction.
g. Six-inch extruded curb or parking bumpers shall be
required around all on -site paving areas, where parking
will be adjacent to a street. A six-inch extruded curb
is required between all abutting pavement and landscaped
areas.
h. All downspouts shall be directed into the storm drainage
system.
I. All connections of SDR 35 PVC pipe to manholes shall be
made by using A.C. manhole adaptors, or approvedequal.
j. All connections of SDR 21 PVC pipe to manholes and catch
basins shall be made by using CL 150 AC coupling with
ring tite x IPS transition gaskRts, or approved equal.
k. The maximum laying lengths shall not exceed 20 feet for
SDR 21 pipe and 12 feet 6 inches for SDR 35 pipe.
1. Bedding for PVC pipe shall be 5/8 inch minus crushed
rock, 4 inches under to 6 inches over the pipe.
M. Bedding for concrete and ductile iron pipe shall be 510
Inch minus crushed rock, 6 inches under to 6 inches over
the pipe.
n. All pipe trench backfill material shall be Class "A"Bank
Run Gravel.
o. Pipe Trench Backfill Material within the right-of-way
shall be 5/8 inch minus crushed rock.
p. Existing pavement surfaces shall be sawcut full depth
with straight, uniform edges. All joints between the new
and original pavement shall be painted with asphalt
emulsion (CSS-1)
q. Street curbs shall be painted with formula WID-Y1
(yellow), 5 feet from each side of all driveways and
15 feet each side of all fire hydrants.
r. All required landscaping shall conform with City of
Auburn Zoning Ordinance, Section No. 18.56.
S. The Contractor shall install, replace, or relocate all
signs, as shown on the plans or as affected by construc
tion, per the City's Standard Detail.
I. Electric and telephone lines shall be in a trench with a
minimum horizontal separation from other utilities
(sewer, water, storm) of TEN FEET MIN. , ExcEPT Ar cro55fNG5.
J. All construction -surveying shall be done under the direc-
tion of a licensed land surveyor or a licensed pro-
fessional Civil Engineer, FOR Foeuc ur/t/r�Es ANo
COiv'6'RvC7;DY ..°-RL!'L'� 5NALL HE c'ERT/F/EO ANO
PROVIDED TO CITY ey TN/$-INOIVIINIAL.
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CONSTRUCTION 3[�Y[MGE
_
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L[GAL DESCRIPTION
G E N E R
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Iµ THE FOLLOWING ORDETL, THIS CONTRACTOR 5HALL........
Wit
THE N. In OF THE NE44 OF THE NEW OF SEC. II,TOWNSHIP ZI
A TOTAL OF 47,000 Cu. YD- OF MATERIAL S1W LL BE CUTS I-QOM
THE EXIST. HILLSIDE ABOVE ELEV. 11 O FT- SHALL NOT BE DISTURBED
1. MAKE USE OF EXIST. A/C DRIVE IS CTR. OF SITE TO COME AND W UNTIL NEW
0
(L
N, R.4 E. EWM, IN KING COUNTY, WAS EXCEPT THAT PORTIOµ LYING -
EX 1ST. HILLSIDE # IRREGULAR AREAS Or _117E It RELOCATED ON
EXEC -PT AT NORTH PROP. LINE WHERE IT SHALL FIE MODIFIED TO
TRAFFIC MAT 15 CONSTRUCTED AT NORTHEAST CORNER.
Z IA
Y�
SOUTHERLY OF THE FOLLOWING OESCRIBED UNE: BEGINWNG ATA -
SITE TO FORM PADS FOR FUTURE FSU1L01NGS.
TIE INTO CUT £ FILL CONTOURS OF ADJOINING 51TE AS INOICATED
Z. SCRAPE EXIST. 500 OFF ALL AREAS TO BE CUT OR FILLED ARID STOCKPILE SOD
Q Y
POINT ONTHE EAST UNE OF SAID HEIM OFTME NEV4 OF SAID SEC. It, -
-
ECOM-
ON SHEET NO.'G-I,Ae ATTACHED uERETO.
ow -SITE WHERE DIRECTED 6Y ARCHITECT.
U
M
Z
-
All FILL SHALL CBE F+LAGEO IN L1'TS NOT TO ExCEEO 1
3. CDUSTRUCT NEW BERM AT EA5T PROP_ LINE AND FILTER SCREEN ACROSS
GGO' NORTH OF THE SE CORE THENCE 9.88.49'10" W. A DISTANCE
PACTED TO 9BT/- DENSITY PRIOR TO F+LACEMF T OF N6xT
EXISTING GRADE CONTOURS ARE SHOWN AS DASHED LIMES.
••f2- STREET.
W O
OF 1 300-OS' TO A POLUT ON THE WEST UNE OF SAID StIaDiVIStog
/4 F4
LIFT. AN APPROVEC TESTING LAB. SMALL VERIFY COMP-N .T10N
NEW FINISH SUFS-GRADE CONTOURS ARE SHOWN AS SOLID LINES.
A. DELAY CUT OF SOUTH SO FEET ALONG 5OUTH PILPP. LINE FROM'R- STREET
O
0
Q
OFTHE BE CDR. OF SAID NE OFTHE NE OF SAID
OF EACH LIFT * CER-IFY D4N,517Y. - -
WEST UNTILL •aLL OTUER CUT 15 CpMPLETE.
O
5F r. 11'µ
SEL. II . EXCEPT THE EASTEIIL7 36 FEET OF SAID µE Y4 OF THE -- _
..
THIS CONTRACTOR SHALL INSTALL TEMPORI+.RY DRAINAGE DITCHES
5. BEGILI CUT AT NORTHWEST CORDER AND WORK SOUTHWEST DRESSING
O � m
cr
NE V4 OF SAID SEC. II, CONVEYED TO WUG COUNTY FOR ROAD BY
ALL EXPOSED EARTk NOT INTENDEC TO ME PAVED OR BUILT UPON
BETWEEN FUTURE CATCH BASIN, LOCATIONS TO PREVENT WATER
b
DEED RECORDED UNDER AUDITORS FILE M.O. G94380. -
5HALL BE HYDRO -SEEDED WITHIN 30 DAYS OF COMPLGTION O?
COLIt STANDING IN FUTURE DETENTION BASINS.
FACE OF HILL DOWN TO ELEV. GG FEET.
_
= O
FM4AL CUT ARID/OR FILL..
6. BEGILL PLACEMENT OF FILL ADJACENT TO SOUTH PROP. LINE, WOMcING
W
A PRE -CONSTRUCTION MEETING WITH AREA INSPECTOR SHALL_
FRO•l WEST TO EAST,
an aF / 1 O
W
-
uR
EROSION CONTROL -SHALL 13E MAINTAINED DURING CUT $ FILL
BE HELD ON SITE PRtorx To STA.TLT OF CO115Tt2U CT tOIJ.
T, HYDRO -SEED FACE OP HILL AND EROSION CONTROL BENCHES WHEN
Q O V C)
(•
Eim
LADE PERMITTED TO
OPERATION NO 51 LT LADE" WATER WILL
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AU5URN'S
CUT HAS RPACNED ELEV_ G6 FEET.
w fA N
3 V/
N
ENTER STORM DRAIN ING SYSTEM. THIS CONTRA
REOUtREMENiS AND SPECIFICATIOMS.
S. PLACE FILL IN A MANNF3 THAT SURFACE WATER RUN-OFF WILL %F
SHALL TAKE GORE BY DITCH OR BERM TO GUARANTEE THAT
DIRECTED INWARD FPOSA PROP. LINES AND RETENTION PONDS WILL FX-
SURFACE RUN-OFF DOES NOT GO ONTO ADJACEAIT PfLOT_-ERTY.
STANDARD SPECIFICATIONS SMALL BE 1-181 APWA AS MODIFIED mY THE CITY OF
ESTABLISHED AND REMAIN TIIROVGH EACH SUCCEEDING LIFT OF RIL.
SHEET
CONTR A•�TO R.SHA LL NOT ALLOW DITLT F20M SITE TO
AUBURN.
9. ALL AREAS OF 517E NOT TO RECEIVE IMMEDIATE CONSTRUCTIONS BE
.THIS
OIJ ADJAGEII-S' STREETS AMID SHALL NAVE A
A COPY OF-THE.--E APPROVED PLAUS SHALL ME ON -SITE DURING C0IJ ST RUCTION_
HY CNtO-SEEDED THE MOMENT CUT o2 FILL IS COMPLETED.
fSE DEPOSITED
WATQM TRUc14' ON 51TG AT ALL TIMES FOIZ DUST CONTROL.
DURING CONSTRUCTION, CONTRACTOR SHALL BE nFOUIRED TO COUMOL ON-11TE STORAS
RUN-OFF TGMPORAfG-r EDOSIGu/st LTATION MGtR:OL PROCEDURES. NO
I '# O P R O V E O
NOISE ORDINANCI3 FOUL CITY OF AUBURN 5HALL PIS COMPLIED
WATER BY USING
I
-
WITH AT.ALLTINTES•
SEDIMEUT LADEN STORM WATER SHALL SE AUOWED TO DSU4XR li INTO CITY OF
+ .F PUBLIC WORKS
�Jljst/
-.
AUBURN$ STORM DRAINAGE SYSTEM OR ONTO ADJACENT PROPE2T ES.
° VF AUBURN
THE CITT ENGINECR AMCVO' H15 2EPRESE NATIVE 5HALL HAVH
I i•'1G hf<(1^:- 7E"/IRT MENT
8`
RIGHT -OF -ACCESS TO SITE AT ALL TIMES TO INBPEC.T FOR
ALL STREETS SHALL BE KHFT CLEAN W A MANNER DIRECTED BY THE CITY
04f3WErR.
COMTPLIANCE V.'1T'H .THIS f-�sram IT,
DAY.--
SHEETS
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- STORM ORA 11,1 AGE SHALL CONFORM TO E%1ST. STORM-
L20 PLAN ON FILE.
APIS ROvn•,_ OF TI+tS PLAN SHALL NOT PRG CLUOG
' ` �._ REQ UIR6M6A1T5 OF SSPJ.
FIIEL eIL71ALL
W/ARE 1 SPE:GTO{ZNPRT0 ST l 6OF /
MOTE: _
ALL Ex POSED GARTH CONST RUGTIOha. SITE
\ To BE HVD¢O-54CA b'O _- - - -r - -�:- - > -- 4• DURt1 s CUCT`10 Grow! ALL GITT STREETS ADJ.
ALL WORK 4ZOMPLETE IN TO SITE SNAIL FEE KEPT C1 lAAL O(_- ALL MAT'RL••
G FROM SITE co
—t 1 - DEPOS\TS R65ULTtti
'� T � I THIS ARCH Uu I[j[1/85 ST RJGT tON CITY B.w
_14.
170 --- ---- -- ----+. a.- --- -�`�. _.--r-t-- 1 S• A TOTAL. OF 9,082 GUf3tC YA7ZgS OF EP.RTH 'SE
U 1 ! I_ , T• , GYtST- PRet=lLti ! (IIN SHALL 8F R6MovE0 FRoM 421[tsT1A1G HILLStIOE N N jl
2 r- - 1 : '' - 1•�.I�-' a: IRRFGUL.arz AREAS OF THE SITE WILL BE CUT >}
O!6 Z'2 FUTTIE 'SITr OCAIUr2a f3OlLD SITESCX`MPACTEO FILL FOR 6
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