C1-1-3SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
S'14a, x338
RT INSTALL "NO DUMPING" SIGN PER 1992
INSTALL TRASH RACK, STATE OF WASHINGTON DEPPRTMENT OF
END WALL SEE DETPIL ~\ ECOLOGY STORMWATER MPNAGEMENT MANUAL EGN WA
STA 0.10+26. 3J.J' RT STA A"IO+59, 3J.A RT C I.I , TA A„+ 3J.J RT
TW 331.5 yy 3365 0.11+58.22 2]_99 Rf TW 336096
BW 3325 9 ~ ~ BW 330..3
STA 0.12+62. 38.1' RT
,y."V 1 . ~ ~ TW 33&5
FENCE AP
STA 0.10+20.AJ, 0.11+OB BW 334 5
-- 1+0 ~ EAP - _ _ _ _ ~
STA Al~b~+1 _ _ _ ~- `DTA 0.11+12a3, _
TW 333.50 ~
B ~~ .~ FENCE AP
FENCE W/~20 WIpE G4TE AJER STA 0.12+
II 2).50' RT
SURFME
23C I 33> h
W 336 .. .. 3 - - Q.ro
FENCE AP 238 334 335
STA AT0+0158. 333 - 5.
21.50 RT 332
z>, ~ 331 _ \ 1
BOI I DM GL 31Y U \ RAD US PO NT n~
n 336 329 ~ STA 0.1'146910 6050 RT RT 92 350
- 330
0 33
- 12 CPE- p 332- = R SU~CE l 9V CONSTRUCT QUARRY SPALL BW 334.0
a 333 OUTFACE SEE DETA L 3
~~ M F' 330.
C
I WALL 6 WDEI RPD US PO NT
7104'12 S3 4 R SlA 0.11469.1 60 SO RT I
30.,0 ~ RPD US POM POIM S
4-
33.0 \ E 1 ] pp.a5' Rf S A 0.12460.82, r
o Js' RT I
p / INFILTRATION POND r J
_ ~ F BOTTOM EL 328.0 - T ~ BOTTOM EL 391.50 I
R,3 329 3 0J FENCE PP
331 332 30 / ~ 2 ~ I 125.18?RT
83,
a -...-...-...-.. 333-...-...-... "S
~ 334 P ~h 3~ 224
2° _ -
334 _ -
__ ____- G
RPDIUS POINT B fi WIDE FENCE AP FENCE PP RADIUS POINT 6~ WIDE OVERFLOW SPILLWAY TVP
SlA A10+iB.OJ, - BERM STA 0.11+30.0. 1, SlA 0.11+55.9), STA 0.11+J6.3A, BERM SEE DETPIL ~
9].95 Rf 139.53 Rf 139.95 Rf 110.5] RT C 3
PLAN
D 20 40
R WETPOND CELL N0. 2 INFILTRATION POND NE
NsTALL cHAN INSruL 4' cnwN
LINK FENCE AS OVERFLOW SP LLWAY HVDROSEED POND WALLS LNK FENCE AS
f S NG GROUND SEE DETAIL/\3 BERN AOD REGAINING AREAS SHOWN ON PUN~1
3 2 TVP HOWN ON PLPN ~ XI TI C ~. ~ S B PND C Y 335
ELEV 330. 00 ELEV 330. 00 _ ELEV 330. 00 ~lll
WATER LEVEL EL 333 DO TDEAD STORPGE) n WA ER LEVEL EL333 00 (DO VRI n
35 II II IIII ~~ - ,,r~11 I
I I_IIII PROPOSED GRADE 6 BENTONDE POND INER. I I ~ -EIH11 IIG I~IT~III I -ITIW I
33D OR APPROVED EQUAL 330
-~~ ~III I I III
WIIIllIEII F" E11311 p1llll EIl~- --j -
325 325
POND
SECTION ~
HOR¢: r'=zo' -
vERT: ~"=s'
PROPOSED LEGEND:
CDRR AND GUTTER
- - PROPERTY LINE
1
RIGHT-OF-WAY LINE
-330.- PRpPOSEp ~' COMOUR
-330- PROPOSED 3' CONTOUR
2raTCR eeslN TwPE z
STORM DRPIN LINE
RER EAND VACUUM
ASE VA
WATER FITTING
BLOW-OFF AS9EMBLV
GATE RVPLVE
/ ~ FIREER SfRR~ICE WITH METER 2
PIR/RELEASE ASSEMBLY
REDUCER
~ \ / ~ GATE VALVE
~~ P ON TAR N~ORCOER MAIN
KEY MAP
-nOp N -\_ LOW POIM DRNN
~ SEWER SEFMCE
SURVEY INFORMATION:
M_ NAD83/91 WASHINGTON STATE SOUTH ZONE
BASIS OF HORIZONTAL DATUM: HELD THURSTDN COUNTY BEARING BETWEEN NJ656 AND ~/B39
fi/4 TO CEN SECT. PER THURSTDN COUNTY = N 80'40'48"WAND COMPUTED INTERSECTION
OF RAILWAY ROAD PND MIDDLE ROAD 1300.65 FROM EI/6 PER PUT DF PRAIRIE CREEK 3
HELD 5/8' REBAR LOCATED AT NTfRSECT ON MIDDLE RD AND RAILWAY RD AND
2' BRASS AT CEMER SECTION
BCSIS OF VERTICAL DATUM' HELDZTHURSTDN COUNTY ^GPSZ
THURSTDN COUNTY GPS2 (338 294') TO FEMA REFERENCE MPRK 3 (338 33')
Ppprtlp NAL REMARKS' IS +O.OA' HIGHER, CHECKED TO FEMA REFERENCE MPRK 2 (33221'),
CHECK-IN ERROR +0.03' HIGHER (NO ADJUSTMENT MPDE)
THIS DRAWING IS ON THE GROUND
COMBINED SCALE FPCTOR 0.99991)69
WETPOND WETPOND
CELL NO: 1 CELL N0.2
R/W TRAC LNE
4 ~Np~ SEE KDEiAL ON SHEET C1.14 3n0
6 M N 6 M N 4
-{ BERM BERM
33 PROPOSED ELEV 330. 00 ~ ~„ ~I ~1~ zR~ ~R 335
GRPD NG ~ ~~~"
_ I
E' BENTONDE POND L TER ~ 9 III Ilk-III A' 333 ~0f01
330 (OR APPROVED EQUAL) ~ - ~ - ^ 330
BOTTOM EL 329 0 = F
1C 0
325 S 0.01 FT/R 325
POND
SECTION ~
HoR¢: r'=2o' -
vERT: 1"=s'
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TURR9J-5889-BOl o .o~.a C 1.1.3
D .~~~.~w~ - VELM, WASHINGTON
UP~04-20-200fi