HomeMy WebLinkAbout83D9993 DRAINAGE PLAN _ _
FOR THE SITE AT 220 AUBURN WAY SO. , AUBURN
SW 1/4 '. SECT 18 TWP 21 . RGE 5
I" = 10'
KING COUNTY WASHINGTON
GENERAL NOTES
I, ALLWORK SHALL CONFORM TO THE CITY OF AUBURN
STANDARDS AND SPECIFICATIONS
2. CONTRACTOR SHALL NOT PLACE ANY ELECTRICAL OR
I'-O"X I'-O" CB COMMUNICATION LINES WITHIN 5 FT. OF ANY WATER LINE
RIM=81.50, I.E. 6"E=80.40,I.E.6 W=80.35
RIM=87-.00(CB-1) 3 CITY ALL LANDSCAPING
CONFORMANCE WITH THE
REQUIREMENTS
RIM =82,00(CB-2)
4' OWNER RESPONSIBLE FOR CONTINUED WORKABILITY OF
81.51 F/L EXISTING 4"S-D• IN CONFORMANCE WITH ORD- It 3314• -•
4-ROW CBADJUSTMENT BRICK
5' NEW IMPERVIOUS AREA=5000 S•F'
(MIN)
TOP COVER W/21"x 27"HOLE (6"THICK)
�"cA."P Ru6�'EtZ GAstCE.T r
p - - Ar- r✓w-HHoLa GREEN RIVER MUSIC °
SHORT NIPPLE LUBRICATE BOTH ENDS
T_
_ ✓ -- � - .\ ' ; - / - EVERGREEN SHRUBS 12' 0-C TYP FG'a2�
^✓
POWER fi'tE TAR POLE FOR / / / / '<{-2-� 72.00'
POLE - • 8L2EC4TRIC SIGN, 10'HIGH ,1
STANDARD TYPE 16 C.B. 34°x40" 8L98 '. - 82.44
r + - n 82.28•�• _."t :�' - .'V. '• 825 _ 82.59 3 e
d5� ►1r, ; �I� uy
N` I.E.=7q.00 \ . . - - - L ' G' ,^ r d•1' , .•. s a ♦ ,i�'$ � °I ��' ,�IAe 'f� •_ i
✓� G"PB
VC SDR5 LOCATED IN SHORT SIDE OFCR r 6
y I
62.080 DRAIN *, 4.5' - 3•B�°� �G=BA
d �o"XCo"XCe`I PVG RUBBER GASKET / .tiL ly@
IB '� SL.F.Co°PVG - \ 84
I
✓ MIN 82.19 v F 1 \
✓p �. •�^.. :.-�, -- •I``9` \1 � G -1 TYNE � �, I
^� 81:38F/L1 - I F,
v✓✓ n" ^ EXIST4" SD
- -- - —
pp /�✓ .v 82D2 &DRAIN------ �.. - ------ - -- - - -- I ---- ----- — -- --I
NO SCALE �'\ �
I Q N❑.
CB-I AND CB- 2 n 62.02 , / ���� O�(N CONI RETE PAD FOR e�9�VV06 �6
OIL SEPARATOR DETAIL U, p s �� TOP: 84 CLEANER +.67 O I
81.29 TOP= 83.
. WATER
BASE 83.00 + _ }
81488
F I a
5o L,F.(o"PE7.FORAT'E PIPE w toVIC
I
..�.. .� RAIN FLATS OPE
82D4 OD I
: . I Aa
2"ASPHALT PAVMENT CLASS "B" -25 I l of°o�o
��; 134.50
1
oI
ag.
;ti. to I a I
2"DEPTH 5/8" MINUS
VARIES CRUSHED SURFACING TOP COURSE IY 1 i(•- RIM=82.00
�( 82.17 ODRAIN
+' t L
'UNTREATED; BLDG. PAPER
COMPACTED BACKFILL
' m �'I• (DEPTH VARIES) A. , ' .�, F a
Fwvoo i � ° .�2' f�, _ - . .' • � ' - - - � - 1� t.33/ _ �`8�•0� LrJ 45�.. X3.80% c�e4� I
IL -i ' '.4. �''
D 1 �61.PERF PV 00 81.15E ROL / ., _ L .� _ _ -
o PIPES=O% I
0 opC9 82 A7 82.59 :fl - '
Q 960 _ ex e.i.., }5 Y. 6 a ii
�� 6FPVc 000 ' 4 1 41 FA f 3✓.... �My r r A, ��� �'1
wk
8259
5 ►1 m19 !py • `�I c Y ♦ ♦�pg ♦ ♦/� ►'j !'J
G pSNED o08 3' '►� rj>� �p 1 "°i, ,,i--- 4' ®4P 3"1!e II,'► wk _ D Aae® S e m�. .� .ae eijs ••• •®ao s 's�• \, ia� �3• 8
a �p 'Li UCURB LR
84
4MALSIGNPOS , POE
7'HTYPICALOTHSDES ea.s81.9ETEXISTING BUILDINGNOO +-
MUGO PINE 4O-C TYP
5'-6" BOTTOM ELEV=77.00
NO SCALE
a
SECTION A-A SOIL LOG
INFILTRATION TRENCH AND PAVING DETAIL Q BENCHMARK
CITY OF AUBURN DATUM TOP OF MONUMENT
LOCATED AT AUBURN WAY SO. & 2nd ST.SE
ELEV.=84,81
I'-O"X 1'-0"CB DARK LOAMY SAND WITH SOME GRAVEL
RIM= 80.34 (PERC RATE 7.27 MIN/IN.)
I.E.6E=79.44,I.E. 6"W=78.46
• Nr•i••ee
53" APPROVED '
0 0
DEPT. O 434
F f6�(C WORKS oee ��4'
CITY OF AUBURN ee Jk 4EM w.
ENGINEERING DEPARTMENT �we•a.••'
DATE:..77-2
APPROVEDREVISED PER CITY'S REVIEW RLM 7-26-83 E %
CINDY MAZZEO • CIVIL ENGINEERS JOB NO.
DESIGNED ,�(, REVISED 'PE'fZGIT�' JRG RLM 9-29-83 DRAINAGE PLAN 311 SW 328th ST. DATE 6/83' �� • LAND SURVEYORS 3662
DRAWN J I CARWASH PARKING AREA AT 220 AUBURN WAY SO. FEDERAL WAY, WASHINGTON 98003 SCALE I"=r0' o PLANNERS SHEET NO.
CENGINEERS'INC.
APPROVED F.B. NO. 201 SO. DIVISION • AUBURN, WA 98002 (206)941-2750 - 924-0339 ��oF
CHECKED SYMBOL REVISION BY APPR'D. DATE
i33 D 9 q cl 3 ZZv A 0—s ' g309—Z