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332,9A.C. / \
- ;--- -� 330,9 LL '
N 79,819.53
E 67,986.13 5 79,457.30 67,927.61 A.C. CORNER 333,8
EL. 334.82 31,4 ;°' m
6 79,340.41 67,925.15 PC, C2 332.1
«
y'Y • 332.3 3 o Gvee�w - C - _r I 5 � 7 79,328.12 67,855.88 RAID. PT 4
r
.__
2.
I 331 cn 8 79,273.52 67,880.76 PT, C2 329.4
SIGN I 9 79,246.70 67,820.73 PC, C3 328.2
_ y EXIST. UNDERGROUND _ -` 33 . i CB 8N JCT. CB� co 331.3
M ' f ` TESTING TA K ice- WATER MAIN BOX 10 79,191.92 67,845.20 RAID, PT, - C3 -
\maw �� k w -�� x 11 79,226.72 67,796.32 PT, C3 EXIST.
3 -". _ o SIGN x ---w - =.��t- x / _= '�.J�� ` f ' / \ 0 FM 12 79,285.83 67,834.76 A.C. CORNER EXIST.
_� =-- MH 2
---- SIGH
GRADE SLOPES OUTSIDE OF CUPB LINE 03:1 13 79,300.73 67,868.12 PC, C4 329.1
...
.�._.- I _ _r:-- 0 END OF 14 79,328.12 67,885.88 PT, C4 331.5
GRAVEL YARD O 5 -.r- r .r ..:6: 33 CURB
CONSTRUCT GR VEL (TO FENCE) 333 5 \ ���"' �� SLOT 15 79,345,12 67,885.88 A.C. CORNER 331,2
11 ( X .... :: ::.:.:.:::.... ...: C :.�1SF�1CT C2
ROADWAY WITHSECTION PER - t:: DRAIN C 16 79 378.39 67 852.61 A.C. CORNER EXIST.
"� C_ CONTRUCT 327 L.F. ::::;° ",
s 0„ �-� ,l . .. $5.. i^...... {}F. 31.0 L.F.
TO RECYCLING AREA AND \ 3_3
Z-7-
MATCH EXI TIN ADWAY \ "'OF CURB PER : / / t3RBpER S-0.005017 79,341.99 67,850.17 RAD. PT. - C2EXISTING \\ C-e N OF 1 7 15.71 67807.40 A.C. CORNER EXIST.
_E Oj 8 98
-,- 17' SWING GATES \ \ � -- •"' ,�, 1 .
v,�3 0 GATE \ �
,, \ GRADE LINE, 5' FROM 15 WR8 •
`\ _.,\ \\ I E. \ / N E W PARKING AREA ,r O 14 \ P.P. 19 79893.25 67853.10 A.C. CORNER EXIST.
\\ `EXIST, PAVEMENT EDGE
\ \ / \ 333.1 CONG. END OF / / f' f3 0 1 1N...... UNKNOWN : • C4 g:
} 20 79928.61 67794.43 A.C. CORNER 332.3
\. \� GATE \ \\ \\..,. 4 CQNSTRUCT:.S`::S D f� . 325 6 . P.P. w:::.:...::. 21 79851.50 67748.98 A.C. CORNER EXIST,
„ EXIST. UNDERGROUND BUILDING CURT C1 % �/._ 4 4g LE' \ .. . \ / C. O 33Q.: 4 F:ROM EQ E....:.:.:.::.. 1 22 79993.29 67832.55 GRAVEL EDGE EXIST.
... ....... \ END OF \ SCALES\ 4\ �� O.... 330. ... Sp
\ �\ ELEC. CONDUIT .` ... -- F A C::. Z. 8' pA6A 323.E 13
...\ CURB / C�330.:3 _ _� ~� O 330.
EXISTING \ ` \ / \ \\ \ 'r' \ ""°". MATCH EXIS ING :::32 " O -n
ROADWAY \ ....... \ \ % \ -- --- C _-� REMOVE EXISTING FMA E-UNKNOWN
..... ..Q' 19 \ 3.32 9\ \ \ .-� O PAVEM NT Ef�D OF CURB X 0
MATCH \/ \ g 1 CB AND PLUG LINE & -3 :LE.:.:328.2.
`\....... ,L. PLUG ANDS\ fir" tea- -1-� 3 EXIST. S.D. LE. 327.2 16 �-� X 17 w �1
\a �` EXISTING �\ \ \,,.am P.P «« 31° 10" SD I.E. 322.7 w
\ �, \ ABANDON LINE ( �� S.D. I.E. 321.2 �A ` C7
\ ........... .. ... \ w ;emu �. �-� cA E - -12" SD LE. 318.3 LATERAL C �-oo° `�w,2" WATER 1� 29,3
A XIST, S.D. I.E.327.6 SD
2 2 ....... fo... E N\ / 1 S D M H 4- v..-
�rY \ C. / I �� S. LE. 32� � �- air- U � _
\ '1. \ CB 331.5 CB -- - 2 -Sp - -- - ._�-w X�� O 0
\ " +-REMOVE FENCE \� 1
EXIST. S.D. i.E. 21.6yac- 1 ..__"�"��� �_._. �� n WM D O9
POINT
DATA
PT, NO. NORTHING EASTING
DESCRIPTION
ELEVATION
1 79,557,46
67,859.13
A.C. CORNER
EXIST,
2 79,534.00
67,863.43
PC, C1
EXIST.
3 79,543.01
67,912.61
RAD. PT, - C1
-
4 79 507 66
67 877 25
PT C1
3312
10
X
I \ \mom 4 S.D. I.E. 3 5.1 ATE 2.4 L � F H, MATCH GATE
\ RE CONTRACTOR TO So P.P EXISTING
1. CYOLIM
\ '� AAEA .• Cal FIELD VERIFY LOCATION S 7850 ��� � X EXIST. RIP RAP BANK=O'0320
F
NOTE: d-
11111�3 155 --.�� .� i - PAVEMENT
�i \ �,F �� S.0.0 331-6 x� o
GRADE SLOPES � h. 18 AND ELEVATION OF ��- F _
RECYCLING \\ _.� SD s DLEEU3 8 W \�
OUTSIDE EDGES EXISTING SANITARY
�w F CB 6N �\ IC3 N 79,166.29
i ..
OF RECYCLING GATE AREA W. t.E. UNKNOWN S.S. I,E. 326.9 _ w____ \ CB MH 3' w
11
�� i "� w. E 67,806.66
AREA �1 3:1µ POSTS �► D. I. 32 . _. S.D. I.E. �,�"" - 4 O '". B- \® 4
•F- �E•ND .Odd. C:OiVS"TRU 1 S. E 5 8 SD S D 325 0 y _ 3 10 �" \ t
5"8:: •L Iw "� ,. „- S F \ \ `� w E L 326 3
I O MH 5 12 / �, - \�2
20 CE1R`f`:::::::: OF CUR$ PER:: �.. co S ., �" W. I.E. UNKOWN ?-• t,
&:.:........ 'Kc\ 12"SID O CO 3 SS 66.0 L.F. 33 O
�. 0062 \\,�. �A�- 0 L,F • 4 CO 2 }cam= S.D. I.E. 317.0
!I 3` 1 \ 't. SCE GB :< S.S. I.E. UNKNOWN ,0. i» ��m•� S 6g a (� \
i GONSTRUCT 5':..::`-- S.D.\ 326,0 13 LF' \\\ _ _ a' S S I E 301 7 ; 8 `S / SLOT 2\ `. BACKFLOW rs4sl _
\ FROM EDGES ::' ► / H'\ �_ S.D. I,E. 304,1 �, DRAIN B �' <.A'
\
OF A. N N W`" 31.5 L.F. / B PREVENTER 9 F.M. I.E. UNKNOWN \"-
-- \ \ /SEPTIC TANK TO MATCH \\\w o O SD LATERAL A ,�f - S=0.0150/:� �O 4" ROOF VAULT S.D. I.E. 315.4 \� GATE I• ? ,b
z \ BE PUMPED OUT, \ DRAIN ` �\
/ r \\ r o W. I.E. UNKNOWN __ _ PLUG �
"\
CLEANED AND FILLED GRADE` o •�S.D. LE. 326,0� �� \ CB-1 ^o
' f 1 r" 3w_ ' ►WITH A 8" S.D. I.E. 316. --,,W. LE. UNKNOWN C
1 CONSTRUCT 130 L.F. OF 1-- 112"S.D. I.E. 302.2 S.D. I.E. 304.08 D _r "
[ 21 �. c e \ C01
`\ ACCESS ROAD �.-- �, 4" R00 SEE C-2 _10
% LUMINAIRE, 333.9 3?C.3 \ WITH SECTION PER &11 OWS C�' X` DRAIN r
\ I ;:3:4:$ 33Q .... GRADE 319, �20 e FOR DETAILS
' -.... W/O FROP SCREEN .., ^O O
SEE SHEET E-1 /� LINE ( B E 1 �' cJ.O P ®\., ,�j S \ p
R .., y o IN THIS AREA
CONSTRUCT 93 L.F. OSD
F \\ 9 �. �P U �Sl
1+.:.....:::::::: '.
FENCE AT EDGE OF CURB AT ��\.\ - 33:Oa:. .... \ O \4 `a CB
...........
RECYCLING AREA. MATCH EXIST. DRAINFIELD \\ _ -
:_:.: :::::: ..... 4., 2 S.S. LE. 30t5 S=0.2110
EXISTING FENCE TYPE. M` TO BE ABANDONED.:..:: :) 32 .:. SD \ \\ 8,
\. -. ry :.. T ` \r0o2 �qT� PLUG °pI S•D. I.E. 302.9 CB \^\S \\ SD C 1� C2 64° 43' 18.6" 75.00 84.72
DI
r1r............... 5 RA
E M P T 3..::o z . �,,,, r� \ c.F c F a o
\ END OF ® ` S: RESTROOM \ \ S L.F. C3 300 28' 20.7" 60.00 31.91
\ N 79,648.36 f 0'02 �\5=0.0208 ON\
=, PUMP STATION
..................... \
,TRAILER s• ' CURB oo1, a o
. CB A-1 - E 67,701.75 =\ \ TRANSFER �� 12" SD 25.0 L.F. S=0.4430 C4 65 55' 45.4" 30.00 34.52
CONSTRUCT 5' FROM EL. 326.65 y 12" SID 4" ROOF y� CB \ \
PARKING �P P P 0:4 EDGE OF A.C. AND _ 1 38.0 L.F. ` DRAIN STATION s \
^ LSD 16.5 L.F,
P.P. • GRADE LINE
S=0.1Q26 � S S=0.0061 � CB
r
y; ,�`�`', SD LATERAL F
g y ~~ EXIST. 8" CONIC CULV. \\m \ 12" SID CB \ , \ \Q\ CB
CONSTRUCT 264 L.F. OF i----� \'~ "\ MH
CURB AT EDGE OF I \ F ETENTION•
f .. 24.4 L. 06 F-1 .oa.aama•.m,a
A.C. PER g ` '. EXIST. RIP RAP BANK_ r# ., •.� fr. \� , "...'\\ \ \ S=0.0119 ;. \ FACILITY
* ( e 12" TLET ,.
k '�It 2 ` - \\ 13,5 L. ` D-2
c - PERr2 \ \ ®I.. =0.0074
321,0 ` MH 10.0 L.F.
1 • ' , \\ �\ \ SLOT DRAIN D D-1 S=0.1000
LEGEND
`..:ai`,::::,� ,..:
NEW A.C. PAVEMENT
NEW GRAVEL ROAD
------
EDGE OF ASPHALT
------
EDGE OF GRAVEL
SS--
-8"
EXIST. SAN. SEWER
8" SD
- --
EXIST. STORM DRAIN
8" SS
PROPOSED SAN, SEWER
8" SD
PROPOSED STORM DRAIN
-- W ---
WATERLINE
WALL
CURB
Of X X
CHAIN LINK FENCE
--u- o V
OTHER FENCE/BARRICADE
��- 330 -
EXISTING CONTOUR
k r
VEGETATION LINES
f ' r
•
TREES
iL
RECP`,1ME;WEP
If' . fir^ /•.�, A�
F
P.P.
♦
POWER POLE WITH GUY WIRE
LIGHT POLE
pCB
EXISTING CATCH BASIN
SS
EXISTING SANITARY
O MH
SEWER MANHOLE
SD
0 MH
EXISTING STORM
DRAIN MANHOLE
-CB
PROPOSED CATCH BASIN
SS
MH
PROPOSED SANITARY
SEWER MANHOLE
SD
MH
PROPOSED STORM
DRAIN MANHOLE
OWS
OIL -WATER SEPARATOR
330.3
SPOT ELEVATION
X
CONCRETE PAD
®
CONTROL POINT
\�E N ry0
of, WAs11,�
z
23
�-of
Dal
¢ems
of�`�slanal
EXPIRES 7/17/93 1
CURVE DATA
NO. DEFL. ANGLE RADIUS, feet LENGTH, feet
C1 340 37' 04.5" 50.00 30.21
( CONSTRUCT 100 L,F, O
i
' I
BIOFILTRATION SWALE PER `� `°" \ ' '',� \
FROM OUTLET ALONG f°\ 12" SD ���,,, / \
�'� EXISTING DITCH' \ 9.8 L.F.
\YmM \ S=0.0206
0 ~�� �\y f
\\ \ \ 31.w CB x
,w✓• f 7` .% .., r�' d ". "•,... '"m``` •" 5 [`\\ J ''/ , •,
3 \ 79,306.40 j ( \ p CB
E 67,608.17 9 SS
-1
EL EL. 315.26 \CPQ N 79,234.12 MH
i l _ \ E 67,581.52
r 'z «\ .. J ` EL, 308.96
-Ir WABANDON
NNI�f 10
2801 f 6 'yJ � Ewa
�r e�o,vopo�>o 12" CONIC. C LV. \ ....
-{ . 8" COR. PVC CULV.
_ \ 12 SO 8 0 L.F. S=0.0206 D� 8. € RIVER ROCK '\\ »
- I \ +8 S0 L.F. S=0.0750
r.»- QUARRY PIT _ \ .�. \ _ f �.
i i.: �: I \ ' �3 0 SEPTIC TANKS TO BE PUMPED OUTy
\� �\ 1 CLEANED, AND FILLED WITH SAND
} \, \\ OWS D PER C- 330,�
W/ FROP SCREEN /
{\\ OUTLET 12" SD 10.0 L.F. m S=0.1200 "
SCALE: 1"=30' [ in , ' '°° PER 2
\ 278 8 w. X-��` ` e GATE EXISTING DRAINFIELD j
'\GRADE LOPE �TO BE ABANDONNED
€ EXISTING DITCH . 0 3. \, f,
30 20 10 0 30 �� Ty __ _ _aE \ \ Ex,S TING -_,
O
77
MOM -MV
Civil Engineers • Surveyors
645 SOUTHCENTER, SUITE 191
SEATTLE, WA 98188 (206)763-5223
CONSTRUCT 190 L.F. OF 9
�" I BIOFILTRATION SWALE PERe
FROM OUTLET ALONG EXISTING DITCH
DATE DWN BY CHKD: APPR:
REVISIONS
NO.
DATE
DWN
CHKD
APPR
DESCRIPTION
RW. BECK
KING COUNTY, WASHINGTON
RENTON TRANSFER STATION
SEWER UPGRADE PROJECT
SITE PLAN
a�KOf IlM
A
DRAWING NO.
S020
C-1
CONTRACT NO
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