HomeMy WebLinkAboutGrading Erosion Plan See TPN12321-34-00010 - GRD Plot / Site Plans --
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AUG-12-1993 14:12 FROM THE SHIERS FIMI TO 2756400 P.05
UHISIT 'A'
OS�Pt'IO'�t:
pAAC6L 1
to tract oL land in the Southeast quartor of the 300thwaft Qwrter of $eottan 21,
Township =3 Worth, Range I Kest, M.M.. in Mason Cb=tY, K+shInVtOn• Pgttiouiarir
described as follows:
1gMZmxN6 at tha Northwest corner of the sOvthesaet quartos of tAe Southeast quarts
said Section, Township and Range; thence South along the West line of said
Southaast quarter of the Southwest quarter 770 feet; tbance Sast to an lutat690tioA
with the Northwwsterly right of way line of Drumm state Highway tie. 14 (now No.
21); thssae along said highway right of way to an iAterseetion with the East lice
of said Southeast gwter of Southwest quarter; thence North a1W4 the cast Lilac of
said Southeast quarter of Southwest quarter to the Northeast COYner thereof; thence
West along the Mrth litre of said southeast quarter Of iouthWQSt quarter to the
POW of 5281 ING;
ZXCRPTM TAROK a strip of l#d 29 feet wide for road right of way off the Bast
side thereof
ALVC sXCZVTING THSitBn" railroad right of wax 1$5 feet in width, as Conveyed to
the U"ted States Of AeerlCa, by deed dated 11WW 29, 1945, recorded July 5, 1945,
In voleee 94 of Deelds, page 294, under Auditor's File No. 111325.
AM 2XCVTXM that portion deeded to the State of Washington for road by deed
recorded under Auditor's rile No. 366963.
PARCM 2
That portion of the following described propsrtY lyfny 8astetlY of the railroad
right of way;
That portion of the Southeast quarter of the SeethWest quarter, Section 21,
Toveship 23 ftrth, Range 1 west, W.M., in Mason County, Washington# lying South of
the North 770 feet thereof, and lying tlorthwesterly of right of war for PriasrY
State Highway go. 14 (Navy Yard Highway) as the son is row constructed 646 in use
over and across said laced.
xxcBP uo that portion deeded to the state of Washington for road by deed recorded
under Auditor's file NO. 356963.
TOTAL P.05
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ea with Riprop Pad
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�p03 New CB— 49" T 2
With 4'Pe"Bose and 2' droin rock
\ d^ Rim—91 00(With solid bckinq lid)
°O I.E. - 760 existingg 18' IN) >' d°�A die
' 9 v I E 84 20((N w 12" IN
L 0, 9B IE 7202 (Bottom Of-Sump) ey o,
y° Pe
23' 12" ADS N-12
® SL
® SLOPE = 16.5 %
Inloke
with bevel d irtake
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GRAPHIC SCALE
A
( IN FEET ) ,d•'\ '
1 inch = 60 ft.
100.00
95.00
90.00 j
-_
85.00
80.00
75.00
'UM ELEV
70.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00
Sections
ON C-C
Section C-C
100.00
95.00
New Type 2 Manhole
90.00 _.. Rim 91.00
85.00 /New 12" pipe i
\ LE. -84.20
Fr
Ia.
80.00 Rcao I.E.
I _
/End oTB u_C Ive=
75.00 I.E. - 76.02.02 �-
/Bottom ou
TUM ELEV l.E. . 72.f°2S mp
70.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00
IP Sections
ION B-B
Section B-B
110.00
105.00
100.00
95.00 /
90.00
85.00
80.00
75.00
TUM ELEV
70.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00
UP Sections
TION A-A
Section A-A
96" TOP SLAB
TYPICAL ORIENTATION
HANDHOLDS—E
� T
72" TOP SLAB
JJ
CATCH BASIN STEP DROP RUNG
CATCH BASIN STEP
PREFABRICATED LADDER
MISCELLANEOUS
CATCH BASIN DETAILS
-i GRADE RING
48". 54" AND 60" TOP SLAB
-- ---- STANDARD PLAN B-Iz
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,eN SECTION 6-6 DE iq iC OE N D.E
SEC TiDN C-C
_T < .- -,.v .>.,.u•Eaa... w.
SECT oN e q
SOUR METAL COVER
FOR CATCH 8ASIN
STANDARD PLAN 8-2
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2.
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— N
N
CATCH BASIN TYPE 2
48" DIA, 54" DIA,
OR 60' D I A
'ItEGSCI BASE JOINT
O T
E IIL 1. v --
- .<ews[o loos 1, t993 m'.
e STANDARD PLAN B-I
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Groove end.bays tail ,P9,od< cl
NOTES �I
j 1. The old—t<n/a.Hobe eev<I<d to mton
t` the aide.love.Field cut or—,.,I hd,is
permitled,.he approved by the Engineer. W�
z. .ureld da.weft pipe shollee treated <-i
........ ..... .an treatment as sh—n the st—d NI
specifrcationa or Cenerd spedal Pro•iaiona.
PLAN
� End section
............... _ See note 1
�1 m
Indldel In culvert length for payment
ELEVATION
CONCRETE PIPE
Enl section
1'WIN
See note I
�1
iBEVELED END.SECTIONS
Included n culvert 1e Sl for per^ene
ELEVA-ION
METAL PIPE a-n 90l awed. n
m
9-z9!19 xer*>v<I m /Sr
STANDARD PLAN B-7a E N
a`
I
L
I
WASHED ROCK
(TYR.) \
0 0 ° °
0 0 0 0 0 o 0
o °
--STRAW BALES
AS REQUIRED
SINCE BALES TO PLAN
--- \
A INN PoSIIION
As REQUIRED(IYP.)
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ELEVATION
STRAW BALE DETAIL