A-7 DETAILSNotes:
`St. 18y�
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
C�1�t�7:�:1[•yl�
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE—THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
ER-902
DECK GUARDRAIL,
FASTEN TO DECK PER
GUARDRAIL DETAIL
P.T. 4X BLOCKING
BETWEEN DECK BEAMS,
FASTEN TO DECK BEAM
W/ (1 2) 16d COMMON
NAILS EACH END: (4) END
NAIL AND (8) TOE NAIL
U26 HANGER
(3) P.T. 2X 12 STAIR
STRINGERS
CONCRETE WALK, MIN. 6"
THICK AT POINT OF
GUARDRAIL CONNECTION
--------------
2" x 2" WOOD/STEEL
I
I
I
FILTER FABRIC SECURED I
TO 2" x 2" 14 GA I
WIRE FABRIC EQUAL
I
I
o I
I I
N I
NATIVE BACKFILL MATERIAL
I
I
I
I
I
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POST
WIRE MESH FENCE
o TO SUPPORT FILTER
I FABRIC
N
BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
`St. 18y
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R — 9 00
0
STAIR RISE AND
TREAD PER PLAN
NO GAPS LARGER THAN 4" IN OPEN RAIL
POWDER COATED STEEL RAILING
NO GAPS LARGER THAN 6" BETWEEN OPEN
RAIL AND STAIR TREADS
m" CLIP STRINGERS TO BEARING PLATE
77
P.T. 2X BEARING PLATE, FASTEN TO
CONCRETE
PROVIDE MIN. 4" BASE PLATE AT RAIL AND
FASTEN TO CONCRETE WALK W/ (4) 3/8"
PIA WEDGE ANCHORS SPACED MIN. 3" 0/C,
EMBED MIN. 3" INTO CONCRETE
p D D
D p
D p
STAIR TO ROOF DECK
SCALE:3/4" = 1'-0"
D
D
D
°
p
D
D
D
D
D
p
D
p
D
D
D
p
D
D
SEE TYPICAL WALL SECTION FOR
ADDITIONAL NOTES
2X4 C@ 16" O/C INFILL WALL BETWEEN 4X4
POSTS
EXISTING CMU RETAINING WALL TO REMAIN
REINFORCED CONCRETE RETAINING WALL
PER STRUCTURAL
REINFORCED CONCRETE FOOTING PER
STRUCTURAL
4 INCH CONCRETE SLAB ON GRAPE
PERFORATED DRAIN PIPE BEDDED IN
WASHED ROUNDED GRAVEL OF UNIFORM
DIAMETER, DRAIN TO APPROVED DISCHARGE
I D D p
p D D
p D D
p ° °
D
GARAGE - RETAINING WALL SECTION
SCALE: 1 " = 1'-0"
0 6" 1
A
ncrete slab
trong Wall per plans
goting, fc' = 2,500 psi
aving
per plans
?ottom
�c
native soils or structural fill
FOOTING AT STRONG WALL SHEARWALL
SCALE: 1 " = 1 '-0"
)ER COATED STEEL RAILING
4" SPACING BETWEEN BALUSTERS
/8" DIAMETER X 6" LAG SCREWS EACH
BASE, SPACED MIN. 3" APART
ING MEMBRANE, LAP OVER WOOD
K AND METAL FLASHING
,L EDGE FLASHING PER TYPICAL WALL
IL
IDE 6" X 6" X 3/8" PLYWOOD BLOCK AT
TION OF RAILING ATTACHMENT TO
TE SLOPE IN ROOFING MEMBRANE
I FROM POST BASE AND REDUCE
IDE SOLID BLOCKING (DOUGLAS FIR, x6
1) BELOW EACH RAILING POST
DECK 1\AILING
__r3,,
SCALE: 1 " = 1 '-0"
ROOFING MEMBRANE, INSTALL PER
NUFACTURER'S INSTRUCTIONS
I" CDX PLYWOOD SHEATHING, NAILING
STRUCTURAL
CAR DECKING PER STRUCTURAL
NDER COATED STEEL RAILING
TAIL EDGE FLASHING W/ DRIP EDGE
12 RIM JOIST (PAINT)
)CKING PER STRUCTURAL
CMS PER FRAMING PLAN, WRAP W/ 5/8"
'E X GYPSUM BOARD
Y TYPE X GYPSUM BOARD
'ING PER ELEVATIONS
ZH CONCRETE SLAB ON GRADE
PLYWOOD PER SHEAR WALL SCHEDULE
_DING PAPER, LAP SHINGLE STYLE TO
�I N
� 0 16" O/C INFILL WALL BETWEEN 4X4
3TS
SILL PLATE PER SHEAR WALL SCHEDULE
B. PER STRUCTURAL NOTES
VFORCED THICKENED CONCRETE FOOTING
STRUCTURAL DETAILS AND
CIFICATIONS
2 GARAGE - TYPICAL WALL SECTION
SCALE: 1 " = 1 '-0"
12705 REGISTERED
ARC141-fECW-
IAN S ORY
STATE OF WASHINGTON
REVZLPermit
Resubmittal #1
4/19/19
REV
Zj Shear Wall Revision
3/24/20
REV
REV:
DESCRIPTION:
BY:
DATE:
STATUS:
CLIENT: 360 Wealth & Health LLC
5815 1 l6th Ave NE
Kirkland, WA 98005
ARCHITECT: Ian Story
ian@ianstoryarchitect.com
206.566.7529
SITE: 24304 92ND AVE W
EDMONDS, WA 98020
TITLE: DETAILS
SCALE AT Al:
DATE:
DRAWN:
CHECKED:
1' = 1 /4"
3/18/19
IAN STORY
PROJECT NO:
DRAWING NO:
REVISION:
19.03
A-7