BLD2023-0337_Site_Plan_3.15.2023_10.34.53_AM_3422401LOTRCOVERAGE
EXI5TINGKHOU5EKANDKDECK5:KKKK1,703K
NEWKKHOU5EKCOVERAGE: 576K
TOTAL:K2,279K
LOTK5IZE:K7,9506QKFTK35%=K2,783K5 QKFTK
FRO F05 E DK2,279K/7,950K=K29%KK
IMNERVI0U5R5URFACE
E X 1 5 T I N G: KKKK2, 279K5 QK FTK
NEW: 576K5QKFT
EXISTINGKC
T01'K274.17K
IE:K271.09
HEIGHTRCALCULATION
A X 274.29'
B X 274.80'
C X 274.61'
p X 276.22
TOTALK=KK1,099.92/4=K274.98KAve.KGrade
274.98K+K25.00'K=K299.98KMaxKHtK
CONTOUR5
2'KCONTOUR5
Outdoor Unit
represented in red.
FREVIOUSKEX15TINGKCITYK5TORMKLINEKKEMOVE DK5EEKCITYKMAI' 106.00,
OWN ER5:KMatV&KJamieKGephartK
FRO FERTYKADDRE55:KK
22624005thKAveKW,K
E1)MON1)5,WA9802OK
TAXKACCOUNTKNUMBER:KK 00610400001500
LEGAL:KLOTK15,KWE5TGATEKE5TATE5,K
ACCORD I N GKTOKTH EKPLATKTH EREO FK
KECORDEDKINKVOLUMEK20KOFKFLAT5,K
FAGEK121,KRECOR1)50FK5NOHOM 15HK
CO U N TY,K5TATEKO FKWA5 H I N GTO N
5HEETRINDEX:
P1RPLOTRPLANR
A1RBA5EMENTRFL00RRPLANR
A2RMAINRFL00RRPLANR
A3RWESTR&R501-ITHRELEVATIONR
A4RNORTHRELEVATIONR&RROOFRPLANR
A5RGENRN0TE5RAN1)RDETAIL5R
51.OR5HEARWALLRSCHEDULER&RINSTRUCTION5R
52.ORGENERALR5TRUCTURALRNOTE5R
52.0R5HEARWALLRDETAIL5R
52.1RC0NECTI0NRDETAIL5R
52.2RFOOTINGR5CHEDULER&RDETAIL5R
53.ORFOUNDATIONR
54.0RR13A5EMENTRLEVELRFRAMINGR
53.2RMAINRFLOORRFRAMINGR&RROOFRR
NOTE:R
IN5TALLRFILTERRFENCERA5RPERRATTACHEDR
ER 90ORDETAIL.R
TEMPARAYR5TOCKPILERTORBERCOVEREDR
WITHINR24RHOUR5.R
ALLRDI5TU RBE DRAREA5RTORBERCO M P05R
AMEN 1)E1)RPERR2014R5WM MWWRBMPRT.5.13
• n75.
m
Toa � s
N
SITE
SW�:�.r�
15th St SW
Edmonds Memorial
Cemetery &
Columbarium
0
5HERW000KK r. l
ELEMENTKY
Toa
VICINITYRMAPR
2" . 2" WOOD/STEEL
FILTER FABRIC SEGO
TO 2` . 2" 14 GA
WIRE FABRIC EQUAL
NATIVE SACKFILL MATERIAL
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FAeRIc TO WIRE
2• . 2" WOOD/STEEI POSTS-\
PARE MESH FENCE
TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
MATERIAL B" TO 12"
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NOTES:
DRIVE 1. CONTRACTOR/DEVELOPER SMALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
25'
"r FILTER FABRIC FENCE JJ�ARY 201e
CITY OF EDMONDS FILTRATION SYSTEMS
2761 PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
O- APPROVED BY: R. ENCUSH ER-900 O
L K W
CONTOUR LINE
(TYP)
\qA ANGLE TERMINAL
W ay' END UPHILL 24 TO 48'
,L TO PREVENT FLOW Q
�� AROUND WATTLE (1YP) 2"=2"=24" UN -TREATED
WOODEN STAKE (rYP) . .
J� WATTLEUj
Q �LA, p1 TRENCH. SEE NOTE 2 3" MIN V^` -
O``4�4' MAI(
STAGGER S. MAX O
MIN
OVERLAPS QO' ( F
(TYP) y T
2".2".24` UN -TREATED � O
may.. WOODEN STAKE (TYP)
795O.00K1 z 8" DIAMETER `� PLAN VIEW MIN O
OWATTLE DETAIL _ I 06
AREA AVAILABLE FOR I V Ice
TOM SEDIMENT TRAPPING SEE WATTLE SPADING
(TYP) TABLE (TYP) 8' DIAMETER WATTLE
SPACING TABLE Q
SLOPE MAXIMUM SPACING
WATTLE (TYP) W
� SEE DETAIL IM:1V 10'-O"
2H:1V 20'-01
p., SECTION A -A
25' _ 2� V WATTLE INSTALLATION ON SLOPES <H:lv ONE RUN ONLY
NOI
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION.
2. ON SLOPES. INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
INSTALLATION SMALL BE IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATION 8-01.3(10).
3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT
UNDERCUTTING,
4. WATTLES SMALL BE INSPECTED REGULARLY. AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE
SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND
SURFACE.
-�oCITY OF EDMONDSI WATTLE INSTALLATION
PUBLIC WORKS
DEPARTMENT
A
1�
PLOTRPLANR
1'KXKO" K=K10.00'
APPROVED BY: R. ENGISH
NT
REVISION DATE
JANLIARY 2013
STANDARD
DETAIL
ER-903
REVISIONS:-\
PRINTED:
2/15/21