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�I TO SS MH 5 POINT DATA
yl (EXISTING)
SEE E SHT, C -3 PT NO. NORTHING EASTING DESCRIPTION ELEVATION
331.0 E 330.5 1 79,557.46 67,859.13 A.C. CORNER EXIST.
O y
- -.. / i �) 2 79,534.00 6].883,43 PC, C1 EXIST.
° ° \ 3 29 A.O. I a f� 3 79,543.01 67,912.61 RAD. PT. - Cl -
' JJJ 4 79,50].66 67,87725 PT, 01 331.2
7e.ets.s3 - z-- .-- ___ -___ 332,5 3309
EL6 JJa B23 X 331.a XI 5 79,45730 67,92761 A.C. CORNER 333.8
-y /.' I CB "- - --- -- 6 79,340.41 67,925.16 PC, C2 332.1
I 333.2� m 7 79,328.12 67,855.88 HAD, PT. - C4 -
1IT 332.5
X X 332.5 1 3`s 1.2 y 8 79,273.52 67,880.76 PT, C2 329.4
---" �-- -i- ' X) SIGN EXI i UNDERGROUND -- I- -- - °' X `0 9 79,246.70 67,820.73 PC, C3 328,2
338 , C8 S "_V `_ ®- JCT CB �s 331.3
TESTING TA INK I,8" WATER MAIN BO X 10 79,191.92 67,845.20 HAD, PT, - C3
11 79226.72 67,796.32 PT, C3 EXIST,
1 i � X
SIGN
x_ _X -x .X =•.,I �- �., ��J O° FM
MH 2 12 79,28583 67,834.76 A.C. CORNER EXIST.
_ -__ _---- _- __�S�GN� / GRADE SLOPES OUTSIDE OF CU B LINE 03:1 - - 13 7930073 67,86812 PC C4' 329.1
��- �1 -_ -�^ END OF 14. 7832812 67,88588 P7 C4 331.5
_ \GRAVEL YARD I O 1 _ - -+"" 6 330J CURB
CONSTRUCT GR VEL I ITO FENCEI \ / \ SLOT 15 79,34512 67.885.88 AC, CORNER 331.2
p Jf. 333.5 CONSTRUCT C2
ROADWAY WITH SECTION PER \ - O DRAIN C 16 79,378,39 6],852.81 A.C. CORNER EXIST.
{ \�/ C- X CONTRUCT 32] L.F.
TO RECYCLING A EA AND \ `� •!-'- / _ 86 LF OF� 31.0 L.F.
MATCH EXISTING ADWAY \ X333.4 I OF CURB PER (& e .y -�'�I 332 /_ / / OUl3� PR� 5= 0.0050 17 ]9,341'3 67,850.17 HAD. PT, - C2
17' SWING GATES 3X.0 GATE \ \\ �' +�` f END' -OF 18 79815,71 67807.40 A.C. CORNER EXIST.
�}.�, _L - ---� GRADE LINE, 5'FROM / NEW PARKING AREA / ,5 URC1
/ �\ "``\. I 333.1 X CONC. EXIST. PAVEMENT EDGE yV I E UNKNOWN id O\ 'P.P. 19 79893.25 67853.10 A.C. CORNER EXIST.
\ GATE \ - I ® / / / G�NSTRUCT fi'/ O 20 79928.61 67794.43 A,C. CORNER 332.3
\ END OF / % /:' CB G -1 C4 - 21 79851,50 67]48.98 A.C. CORNER EXIST.
_ S;D IE. 326,6 P�P`F. CB ::C 2 3
/\ BUILDING _ CURB /:.
\ EXIST. UNDERGROUND C1 334, a FROM EDGES 749 22 79993.29 67$32.55 GRAVEL EDGE EXIST.
� C \ \ � OF AC /�.. 8" pk61 328 8 t3 \
SCALES ELEC CONDUIT � � IL/ O
""I/ 2 330.$ _ .. 336.3 3301\. 0 SS.O
ROADWAY
p� \� rC MATCH EXISTING REMOVE E %ISTING 2 -� f"" 3�rE OF CURB O T FM IE UNKNOWN
3324 \ PAVEM NT `4� N O
W CS AND PLUG LINE _
X PLUG' AND �-?°FAI --STNS 1 S.D. LE 328:2 10
^gyp& EXISTING �\ \ ABANDON LINE - P,P�-- �. 3316 EXIST S, D, I.E. 327.2 16 X t7 w. 3]
p, PAVEMENT O� G, \ 1 - X O S D. I.E. 321.2 - - -12' SD I E. 3?8.3 � O � �G O
EXIST. S.D. IE. 327.8 SD MH 4- _ _,� "- SD LATERAL C- N. (-2" WATER 12 329.3
1 S D. I.E. 32V n_ m N r 3
.` \ CB EXIST I— I.E. 21.8 331.5 Ce _ 4y
\ I \ REMOVE FENCE \I I t X
IN RECVCUNG 12 SD 2.4 .ter WM FA. Z
\ CONTRACTOR TOE GATE (F MATCH
NOT \\ gyp} Aq�A, :tp\ �/ FIELD VERIFY LOCATION SS 166,0 J X 165 EXIST. RIP RAP BANK X-0.0320 ^-- P,,,.P.p \���- � PAVEMENT x ' l
GRADE SLOPES �'� RECYCLING l'{'l`w 1B AND. ELEVATION OF D CF Se0.0 331.8 _ `4 ,� �.�` �
OUTSIDE EDGES 0.'L F' ' X -_� �� _ '� W E. U318.1 \
EXISTING SANITARY 20 1y
OF RECYCLING GATE AREA- W. I.E. UNKNOWN S,S, I.E 326.9 1 ���_�^'J------ �-- -�G �\ CB 6• C 1 M� 3 -B. D.' I.E. 318.1 ` C3 11 \\ E 67,806
.66 It
AREA 9 3:1 POSTS\ \ CS.D. I.E. 325.8 `SD SD.'IE. 325.0 �� -?--- �-'-~' �`. -_-.Y 5 F. B -3 0' \ -\ "-�` \ )
-END OF CONSTRUCT 158 L,F /� --�' O'er C L �a \ 1- EL 32b.3a
20 CURB OF CURB: PER a %332.6 X 50 �p MH 5 7? SD
I. 32C.9 I / 52" O 2 °d I:.F: CO 3 SS 68.0 L.F. CO //rrr/ �!� 3 10• Z �. I.E.
/) '-\ \ SD CB'2 {,X'
S.S. I.E. UNKNOWN g :0° 6 _- J HISS 68.0 .`S° SD, I,E. 317.0 So
CONSTRUCT 5 " IS.D I.E. 326. p5 �F \\ r = - I.
�� FROM :EDGES I \/ 13 O 44 5.5. IE301.7 �8 ?OS/ LOT CB \w BACKFLOW O�sq C� �\-•` p\`+'
MATCH \ N SD IE�304.1 (q 3t5R LIF B B-2 VAULTNTER 9 \y \ ATE 1
I ' 20 SEPTIC TANK TO' W / -` F.M, I,E, U KNOWN --a 'YF
OUT, EXIST. �t1., O SD LATERAL A ,M. iyl 6 0 0150 0�L 4" ROOF \S.D. I.E. 3 5.d GATE
/ 331.6/ CLEANED AND FILLED GRADE '�� �S,DI EE U3280 WI_ 1 \'Y�- -\� �'v \\ '� C _, O 8305.5 PLUG RAIN
�`^`, 7 0 8" S.D. I.E, 316,3\ V. I.E. UNKNOWN C.
/ u. C NSTRUCT 130 L.F OF 12" S,D I.E. 302.2 S D, I.E. 306.08 `
LUMINAIRES -.I l 3306 / 3.'10.6 ) - .ACCESS ROAD -- i ��� ` \' COT- 4" ROO SEE CAl D \t` \
SEE SHEET E -1 r 1 l \� k \ L WITH SECTION PE ® OWS S PER C -e ` X-- M,H 2\ 320
15.
X I 21 X
X33 �� 334$ GRADE CB 3190 p = '- �\ aq DRAIN \ r2, FOR DETAILS
.x W/O FROP SCC =EEN CURVE DATA
_ / _ B E 1 F• -,- `•MqF` yo So IN THIS AREA y o°
CONSTRUCT --e` 599 S01-P Sq ,� (� 12" ED ry o 0 1 NO. DEFL. ANGLE RADIUS, feet LENGTH, feet
FENCE Ai EDGE OF GURB` AT \ \\ '\ \ / 3301 1 `�- / C\ h
EXIST. DRAINFIELD }" /'. S I \- \ O 00 C�/ 13.9 L.F. 0.0 L.F. Pj• _
RECYCLING AREA. MATCH 1 : :: O - ? 6" U ` 5.5. I.E. 301.5 \'f1 S-0.2110
TYPE -r \i0 BE. ABANDONED 1 O _ .�32 .§l`/ �� _/� / SD O �"`� -," B, \ Cl 34° 37' 04.5" 50.00 30.21
EXISTING FENCE, S.D. I.E. 302.9
EMPT �-}. ti 33 0 25 ®. M /r, SRq(E PLUG�I y0 REST ROOM CB \ \S� 247 L.F. BD C i\ C2 64° 43' 18.8" 76.00 84,]2
� CURB A N 7s,a /aef 36 / � OOZ00 321. a \S -OA2oB PUMPS STATION C3 30° 28' 20,7" 60.00 31.91
TRAILER A CB' A -1 / E 67,70175 / �� 1 ` TRANSFER 2" BD 25.0 L.F. 5= 0.44`0 C4 65° 55' 45.4" 30.00 34.62
PARKING\\ �-. 0.a CONSTRUCT
5' FROM EL 3251 �5 12 8D 4" ROOF q° CB
P.P p,p, ) EDGE OF AC. AND i X38.0 L.F. \\ DRAIN \ ` 3058 6SD \16SL,F. CB
\ PP STATION S cB3 s:000sl
L GRADE LINE 1 / S -01028 \� \ O 15 0 -'�\�.
\\ SD LATERAL F \,`� \' /
CONSTRUCT 264 L.F. OF EXIST, 8 CONC CULV.��- \ 12" SD CB MH \� �CB h' cl'
CURB AT EDGE OF // )/ "•�-� '� ETENTION
A C PER. t �^ E %ISi. RIP RAP BANK/ !'. ice'\ �\�s \\
S=0.0119 l O ./ F ` \ FACILITY_
O'P ",O T
RL �n�� \�' \\�� \.\ \ 3355 LFt
00 10.0SLF.
1 (l(( SLOT DRAIN D CONSTRUCT 100 LF. OF
/
/(fBIOFILTRATION SWALE PER `
FROM OUTLET ALONG / � "., \- �-- \ �12"
EXIS TING DITCH \_ r� \ \'\ \\\ �\\\\.\� ,\`. 98 L.F. S 1 ��
11 �/
j�'\�\ �3 Z 1p,6 �i 6 CB
l
\ $5 O
* CB,
s0 E 6]0858152
BANDON
�.,f f ✓ -I -H \ 280.1 �Y-.
RIVER r/� X 7 12 CONC C LV. m'
?-` 1.� OUARRY PIT \ �\ �. L.F. D PERO c3 309, tee' SD'80R L.F. S-0.9750
00750 \\
v 4� „� D \
LEGEND I,{, + \\ \ \\ D CLEANED, AND FIILLLED WITH SAD OUT,
NEW A.C. PAVEMENT P.P. �' �� /� /
-) POWER POLE WITH. GUY WIRE "".-1- \W/ FROP SCREEN
[ ]. NEW GRAVEL ROAD X OUTLET
-- EDGE OF ASPHALT LIGHT POLE SCALE: .1 " -30 �--�\ ` X T Z8n '\D� _ 1\ �_\ �; PER 2 1. 12" SD 10.0 L.F. 3:0.7200
_ _ \ 218.6 T Kam. `., GATE E %ISTING DRAINFIELD
EDGE OF GRAVEL cB EXISTING c c BASIN :tE�.IISTIN. GR® LOPE �70 BE ABANDONNED \J/
_8 85
EXIST, BAN SEWER SS EXISTING SANITARY ,_ ���- .(\.'. DITCH \!• \lol 31 \
Oss BE MANHOLE 30 20 10 0 30 \ `"- �k. � \ ��\ / •ST
EXl
87 SD E%IST. STORM DRAIN '< �"^. -L.._� I \ \ \G ACQpS3 Rp
SD EXISTING STORM OD �"'�-
8" BS PROPOSED SAN. SEWER �MH DRAIN MANHOLE �} STa �- "/ \ �f ` AO
e" ED PROPOSED STORM DRAIN MCB PROPOSED CATCH BASIN 1r�_ L_� ,-� _
1�^�- ' _ .f - CONSTRUCT 190 L.F, OF B
-- WATERLINE 0 S PROPOSED SANITARY V��N I/D. i "_"' "I Y FROM SWALE PER
WALL SEWER MANHOLE �.Z` OT WgeA, O r FROM OUTLET ALONG EXISTING DITCH]
ED PROPOSED STORM YQ- N
CURB �MH DRAIN MANHOLE pqR =TT
�- • - CHAN LINK PENCE MOWS OIL - WATER SEPARATOR - , i,•V'•// 1 CHKD DRAWING NO.
off- i ■// D �} //'�• RENITON D TRANSFER HSTAT ON r5
o OTHER FENCE /BARRICADE 390,3 SPOT ELEVATION c RPEVISIONS �\ W BE ,� S O G O
-330 EXISTING CONTOUR % A q�l pEO ya a xa. onTE owx cxro oescRPr ox iM V SEWER UPGRADE PROJECT
rC� CONCRETE PAD l erE O ��7� �p����p C-1
'r ", LJ sa' D� .... CONTRACT NO.
' VEGETATION LINES 9 ]OReI � 6458DUTN. 7�. AND ASSO ll"M
SITE PLAN
CENTER, SUITE 181
® CONTROL POINT SEATTLE, WA 98188 12081788 -3828 XXXXXXX
L 1J C 1 TREES EXPIRES .7/1]/93
4VwA"j -- 3/ -2no 9
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