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ILL
4NI\- APPROVED
QED'! '-:)F='UBIiC: `NORKS
COY 'jF AU8LJRN
ENGINEERING IDEPARTMENt`
oAtE,�2- APPROVED 8
24"
- ------ C"TIW Tibia M. FI AN 42
-ADJUST14PT $V.CTION
N" TO?i1,AIl. , •. , HODIFIRD iTEF $99. ETD, PLO 41
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SU M. FLAN 41
!: ! )WX. FIFE SIZB 21"
" M0. FIFIi SIZE HAY At LLM19D BY
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COST Ile 11.ACR BASE PRRUST" "St
TYPE 111 ' 48 MA NHGLE
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LEGAL DESCRIPTION
That Portion of Goverrunent Lot 3 in Section 17, Township 21
North, Range 5 East, W.M., in King Cou:_ty, Washington,
described as follow:a:
Degiilning at the southwest corner of said Government Lot
3,-
thence ;south 89*09'42" east, along the south line thereof,
648 feet to the true point of beginnings
thence north O''S0'18" east to the south boundary of River
View Estates, as per plat recorded in Volume 61 of Plats oil
page 91, records of said county;
thence south 89"09'42" east, along raid south boundary, to
the left bank of the Greer; Rivt:w;
thence southerlye along said left an to the _;outtI line of
said Lot 3;
thence north 89*09'42" west, along said south line, to the
true poii.c of beginning;
EXCEPT that portion thereof described as follows:
Beginning at a point on said south line of Government Lot 3
which is 836 feet east of the southwest corner thereof,
thence north, at right angles to said south line,
152.5 feet;
thence east, parallel to said south line, to said left beak
of Green River;
thence southerly, along said left bAnk, to said south liner
,,:thence west along said south line, to the point of
beginning;
AND EXCEPT the south 16.5 feet;
AND EXCEPT that portion thereof deeded to Robert E. Greeley
under A. F. #8301240373 and described as follows:
Beginning at the true point of beginning Herein before
described;
thence north 0*50'18" east 16.50 feet to the north ntal:gin of
4th Street Northeast and the true point of beginning of the
tract to be excepted;
thence continuing north 0e50'18" east 297.86 feet, 1riore or
less, to the sai--� mouth boundary of Riv..:• View Estates;
thence south 89*09'42" east, along said south boundary,
23.64 feet;
thence south 18-34-09" west 11.96 feet,
thence south 0*50*18" went 269.9 feet, ..ore or less to the
said north margin of street;
thence north 89'09'42" west., along c-ild north margi ., 20
feet to the tree ,point of beginning.
SUBJECT TO easernents as recorded f ader A F. 04%6310 and
#4849854.
AND SUBJECT TO a 30-foot•-wide easenient as recorded under A.F.
#8208060459.
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COUSTRUCTI011 110TES
1. All workmanship and materials shall confirm to the City of Auburr's
requirements and specifications.
2. Standard Specificatio- shall be 1901 AI111A as modified by the Ci.:
of Auburn,
3. A copy of than* approved plans shall be on-sita during conatructi
4. Prior to starting construction, the Contractor shall call OIIE-CAL.
(1-000-424-5555) for utility locations (water, sanitary sewer, at)rm
sawar, gas, power, telephone and telovisian).
5. During construction, c.ttractor shall be required to control on-s-to
atarm wutar run off by using temporary erosion/siltation control ��
procedures. Ito oodim- t laden storm water shall be allowed toidi.- uj
charge into the City of Auburn's storm drainage system.
6. Locations of existing utilities are approximate. It shall be the u'
Contractor's responsibility to determine the true elevations and :.oc- w
ations so as to avoid damage or disturbance during construction. _
7. Six-inch extruded 4-vb or parking bumpers shall be required aroun ull yqr
on -sits paving areas, whore parking will be adjacent to a street. A QQ
six-inch extruded curb is required betaaon all abutting pavement aid
landscaped areas.
D .,K r•
J. Tightline all downspouts and fLear drains to catch basins W/ 4"OPVC S-.00.+"YP. _ (7
9. All connections of SDR 33 PVC pipe to manholes shall be made by using
A.C. manhole adaptors, or approved equal.
10. Th* maximum laying lengths shell not exceed 20 fesz for SDR 21 pipe and
12 foot 6 inchoo long for SDR 35 pipe.
It. Bedding for PVC p_;►e *1►a11 be 3/8 inch minus crushed rock, 4 inches unto:. � f�
to 6 incites over .tho pipe.
12. Badding for concrete and ductile iron pipe shall be 5/8 inch minus crual.ad z o
a J
rock, 6 inches under to
.6 inches over tho pipe. V z
l N V
13. All pipe trench backfill material shall be Class "A" Bank Run Cravat. a 1�
14. ripe .cane;► Backfill Material within the right-of-way shall be 5/0 incl.
mina crushed rock;
15. Existing pavement .surfaces' shall be sawcut ful'l'd' kh with straight,
uniform odnas. All joint* between tits new and original pavement shall be
painted wi.til asphalt emulsion (CSS-1). }
16. Street curbs shall be painted with formula WID-YI (yellow), 5 feet from
aach aido of all driveways and 15 tact each aide of all fire hydrants.
17. All required landscaping shall conform with City of Auburn Zoning T
Ordinance, Section Ila. 18.50
10. The Contractor :'all install, replace, or :alocAte all signs, as shown DATE
on the plans or as affected by construction, per the City's Standard
Detail. DRAWN
19. Electric and telephone linos shall be in a teanch with a minimum horizontal
separation ..rom other utilities (sou :, water, o:orm) of fivo feet. I CHECKED
20. All construction surv�;,;:,ng for extene..-)na of City Utilities shall be dons
under tho direction of a licensed land surveyor or a licensed professional JOB NO.
Civil Engineer. .,
21. PVC pipe *hall be SDR -35 with Z* inches minimum cover. SHEET NO.
22. Sawcut paving 12 lochs* beyond excavation or where curb is removed. Backf ill �
.00Z with 5/0" crushed rock. Replace paving to match existing.
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