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EAST -WEST BASELINE
N 880 25' 03" W
115.00'
5.00'
74.00'
20.00' .�' 70.00'
41.00'
50 20.00'
CHAIN LINK FENCE
2.00'
DRIVEWAY-1
,DRIVEWAY
24.00'
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22.00'
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x 3" YARD SPCC AREA W/ 11"
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3" YARD
COURSE YARD COURSE 8
COURSE
20.00
I BENTONITE SEAL
3" TOP COURSE
COURSE x 19.00
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GROUND QROFILE
14.00'
SECTION A - A
HORIZ. 1"=20'
SCALE;
VERT: 1"=2'
24.00'
22.00'
20.00'
i ••
16.00'
14,00'
12.00'
DRIVEWAY
2. 00' polo 10. 00, 10. 00, 2 . 00'
SHOULDER ASPHALT CONCRETE SHOULDER
4.5" TOP PAVING 4.5 TOP
COURSE TOP COURSE COURSE
27.. SLOPE 2% SLOPE
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I*COMPACTED�a;oSUBASE BASE COURSE
ASPHALT CONCRETE SURFACED DRIVEWAY
DETAIL
REVERSIBLE CAST IRON FRAME & GRATE
(OLYMPIC FDRY NO. 5435 OR EQUAL)
(WA STATE STD PLAN B-20)
2' -05 2' -0'
3' YARD OR No
TOP COURSE TAPER TOP OR
TAPER TOP OR YARD COURSE
YARD COURSE 112 M I SLOPE
TOP OF
BASE COURSE ji �;:: _6' M 1
NORTH - SOUTH BASELINE
N 010 34' 57" E
155.00' 60.01± VARIES
5.00'
43.50' 79.00' 5.00'
CHAIN LINK FENCE
19.00
I
(TYP)
CB RIM
SPCC AREA `"/ 11"
18.50
3" YARD COURSE
YARD COURSE 8
3" YARD
COURSE
BENTONITE SEAL
3' TOP
.19.00
3" TOP
COURSE .;
19.00
19.00
COURSE
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GROUND PROFILE
RECOMMENDED
10.00' FOR APPROVAL
BY DAI
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8.00' ��is�✓ -DATE � Y
SECTION B - B � �""- DATE O3//89
SCALE: HORIZ; 1"=20'
VERT• 1"=2' 77
STORM DRAIN
EST 6.50±
GATE LATCH DETAIL
(OPEN POSITION)
GATE
STOP
N .
N
GATE
LATCH
GATE
in STOP
CENTER LOCKING BAR ;D- GATE STOP
(LOCKED POSITION) - CENTER GATE STOP,
(HANDLE SHALL BE 1'-6' MALLEABLE IRON, SET IN CONCRETE
TO 2' -0' ABOVE GRADE
AND SHALL BE FITTED
WITH STOPS WHICH WILL HOLD
IT IN EITHER THE LOCKED
POSITION OR LIFTED POSITION.) EXTENSION ARMS WITH
BARBED WIRE ATTACHED _
TENSION WIRE
=
= */ FINISHED
FENCE
POST -
STATION
GRADE
STAPLE FABRIC TO
WOOD
2• X 8'
CURB AT 12' O. C.
CURB
TREATED
�'��'�:�
SEE
DET. a
FIR PLANK
SECURE TO POST WITH
14 GAUGE COM HOT
FINISHED
ROLLED SHEET STEEL
STATION
GALVANIZED -FASTEN
GRADE
W I TH i, ' X I' LAG SCREW.
C B RIM DETAIL THE BENTONITE SEAL AND
SPCC CURB UNDERLAYING SAND BLANKET
APPROX 45'
I APPROX
EL 15.66
12' DIA
, , r v..° . r CONCRETE - ' '
FOOTING
DETAIL
SEE
D-5183 SHALL BE
SLOPED UP TO MEET
CONCRETE CURB AND FOUNDATIONS
STATION
AT ALL
SIDES AS SHOWN
CONCRETE FOUNDATION
YARD COURSE
I
INSIDE CURB AREA
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SEE FOUNDATION PLAN
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INSIDE CONCRETE
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GEOBLOCK PAVING
D ETAI L
NO SCALE
2' OF WELL
GRADED SAND PER
PUGET POWER STD
SPEC 3112.0379
TYPICAL DETAIL INSIDE SPCC CURB AREA
DETAIL
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7FT HIGH
STATION FENCE
DRIVEWAY
5. 00' 1 0. 00, 10. 00'
SHOULDER
WOOD CURB TOP COURSE YARD
COURSE
TOP EW_ I
COURSE
BASE COURSE
GEOBLOCK (BY OTHERS)
3-WAY SOIL MIX WITH ` tNAT I VE SOIL BASE COURSE
10-20-20 (BY OTHERS)
AMOCO 2000 FABRK (BY OTHERS)
5/8" CRUSHED ROC1'.
STATION DRIVEWAY
COMPACTED SUBGRADE TYP I CAI n F T A I I
HEIIGYLENEQ R S 4 3
OIUitIMO fILM 8 V V
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