APPROVED ENG RESUB1 BLD2024-0227+Site_Plan+4.29.2024_10.21.22_AM+4223929al
IL
= �j IMPERVIOUS SURFACE
§1 EXISTING IMPERVIOUS SURFACES
n
BUILDINGS:
21,916 SgFt
GONG PATIO/SIDEWALKS:
(6,102 SgFt
ASPHALT WALKWAY/DRIVEWAY:
91,558 SgFt
REPLACED IMPERVIOUS SUiFACES
NEW BREEZEWAY/ENTRY,
INCLUDING RAMPS 4 STAIRS:
1,154 SgFt
NEW LANDING 4 STAIRS:
29 SgFt
X
Z TOTAL REPLACED IMPERVIOUS SURFACES: 105 SgFt
v - P.L. 225'-
,b.......... . P.L. 14'-5'
°
as '• •. .. .... ° 2 .
° a
°°
.. Q ° (E) ASPHALT PARKING LOT/ROADWAY
.....:::...
.. .. ..... ..... .. °
.. ..... ..... ..... ..... .. �o.
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SITE PLAN
SCALE: 1'=30'-0"
EXISTING DRIVEWAY
EXISTING DUMPSTERS -
NO MODIFICIATIONS PROPOSED 0
(E) TREES TO REMAIN - TYP
EXISTING RECYLE BINS -
NO MODIFICIATIONS PROPOSED 0
AREA OF DAYCARE TENANT IMPROVEMENTS
TENANT IMPROVEMENTS PART OF BUILDING PERMITS
5LD2022-1181, -1182 4 1183 (AS NOTED C :1 ) -
INFILL AREA AROUND DEMOLISHED BREEZEWAY W/
",-,
(N) GONG. OR ASPHALT FOR FLAT SURFACE TO
(N) BASEMENT ENTRY (PER CONTR)
AREA OF (N) BUILDING TO BE RE -BUILT
OVER (E) FOUNDATION (A5 NOTED )
UNDER PERMIT BLD2022-1181
AREA OF (N) BREEZEWAY 4 ENTRY PER C5-3
(A5 NOTED `a " ) W/ PLANTER DRAINS
TO (E) LANDSCAPING PLANTER 6 5, SIDE FOR
SURFACE D15CHARGE - 5EE 05-5 FOR ADD'L INFO 0
a
NOTE:
TH15 51TE PLAN WA5 GENERATED USING INFORMATION FOUND
ON THE 5NOHOM15H COUNTY GI5 SYSTEM AND INFORMATION
GATHERED DURING 51TE VISITS. THIS 51TE PLAN 15 NOT TO BE
CONSIDERED A SURVEY.
HANDRAIL NOTES
1014.2 HEIGHT.
HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD N051NG5, OR FIN15H SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 34 INCHE5 (864 MM) AND NOT MORE THAN 38 INCHE5 (9(o5 MM).
HANDRAIL HEIGHT OF ALTERNATING TREAD DEVICES AND SNIPS LADDERS, MEASURED ABOVE TREAD N051NG5, SHALL BE UNIFORM, NOT LE55 THAN 30 INCHES (162 MM) AND NOT MORE THAN 34 INCHES (8(04
MM).
EXCEPTIONS:
1. WHERE HANDRAIL FITTINGS OR 5ENDING5 ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, THE FITTINGS OR 5ENDING5 SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT.
2. IN GROUP R-3 OCCUPANCIES± WITHIN DWELLING UNITS IN GROUP R-2 OCCUPANCIES± AND IN GROUP U OCCUPANCIES THAT ARE 4550CIATEID WITH A GROUP R-3 OCCUPANCY OR A550CIATED WITH
INDIVIDUAL DWELLING UNITS IN GROUP R-2 OCCUPANCIES± WHERE HANDRAIL FITTINGS OR BENDING5 ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHT5, TRANSITION AT WINDER TREADS,
TRANSITION FROM HANDRAIL TO GUARD, OR WHERE USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDING5 SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT.
3. HANDRAILS ON TOP OF A GUARD WHERE PERMITTED ALONG STEPPED 415LE5 AND RAMPED A15LE5 IN ACCORDANCE WITH SECTION 102S.15.
1014.3 HANDRAIL GRASPABILITY.
REQUIRED HANDRAILS SHALL COMPLY WITH SECTION 1014.3.1 OR SHALL PROVIDE EQUIVALENT GRASPABILITY.
EXCEPTION: IN GROUP R-3 OCCUPANCIES± WITHIN DWELLING UNITS IN GROUP R-2 OCCUPANCIES± AND IN GROUP U OCCUPANCIES THAT ARE ACCESSORY TO A GROUP R-3 OCCUPANCY OR 14CCE550RY TO
INDIVIDUAL DWELLING UNITS IN GROUP R-2 OCCUPANCIES± HANDRAILS SHALL BE TYPE I IN ACCORDANCE WITH SECTION 1014.3.1, TYPE II IN ACCORDANCE WITH SECTION 1014.3.2 OR SHALL PROVIDE
EQUIVALENT GRASPABILITY,
1014.3.1 TYPE I.
HANDRAILS WITH A CIRCULAR CR055 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LE55 THAN 11/4 INCHE5 (32 MM) AND NOT GREATER THAN 2 INCHE5 (51 MM). WHERE THE HANDRAIL 15 NOT
CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHE5 (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A MAXIMUM CR055-5ECTIONAL DIMENSION OF 21/4 INCHE5
(51 MM) AND MINIMUM CR055-5ECTIONAL DIMENSION OF 1 INCH (25 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM).
1014.3.2 TYPE 11.
HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL PROVIDE A GRASPABLE FINGER RECE55 AREA ON BOTH 511DE5 OF THE PROFILE, THE FINGER RECESS SHALL BEGIN WITHIN A
D15TANCE OF 3/4 INCH (IS MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LE55 THAN 5/16 INCH (S MM) WITHIN 1/8 INCH (22 MM) BELOW THE
WIDEST PORTION OF THE PROFILE. TH15 REQUIRED DEPTH SHALL CONTINUE FOR NOT LE55 THAN 3/& INCH (10 MM) TO A LEVEL THAT 15 NOT LE55 THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION
OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECE55 SHALL BE NOT LE55 THAN I1/4 INCHE5 (32 MM) TO NOT GREATER THAN 23/4 INCHES (10 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF
0.01 INCH (0.25 MM).
7''f=
2" EMB
4 1/2"
HANDRAIL CONNECTION
NT5
140 (STD PIPE)
T''i=
EMBED TITEN
CHORE
140 (STD PIPE)
?"x0'-4-1/2" W/
2 1/4" ANCHORS
CONCRETE
TRANSITION PER CONTR W/
COLA JT PER PERMITTED PLANS
SLOPE ALL (N) GONG.
1/4:12 AWAY FROM EXT. WALLS
(E) PARKING STALLS
TYPE I CIRCULAR HANDRAIL
1-1/4' TO 2' DIA PER HOMEOWNER/CONTR
34' TO 3a' HANDRAIL HEIGHT
ABOVE NOSE OF THREAD PER CONTR
(N) HANDRAIL SUPPORT SYSTEM
CONNECTED TO (E) WALL PER
HOMEOWNER/CONTR
TYPE I NON -CIRCULAR HANDRAIL
a 4' MIN PERIMETER DIMENSION
(a+b+c+d)
c 6-I/4' MAX PERIMETER DIMENSION
(a+b+c+d)
• 2-1/4' MAX DIAGONAL DIMENSION
(e)
• MIN RADIUS OF 0.01'
TYPICAL HANDRAIL DETAIL
NTS
ZERO BARRIER TRANSITION W/
1/4" MAX. HT DIFFERENCE
N PLAN T BOX
R E
(N) 4',soL it) DRAIN LINE � FOR PLANTER BOXES r0
(E> LANDSC4PING PLANTER
S. S1DE PER C8
-5
0 f
I
N ENTgY
2
'-4 1
CS_4
BREEZEWAY
SCALE: 1/8'=1'-0'
04-23-24 CITY REVIEW COMMENTS
TYPE II NON -CIRCULAR HANDRAIL
HANDRAIL PERIMETER iE (o-1/4'
• 3/4" MAX TO TOP OF FINER RECESS
40 FROM TOP OF RAIL (a)
b • i/8' MAX DISTANCE TO ACHIEVE
c FINGER RECESS DEPTH (b)
e
• 3/V MIN VERTICAL EXTENSION
BELOW FINGER RECESS (c)
• 0.01' MIN RADIUS (d)
• 5/16' GRASPABLE FINGER RECESS
(BOTH SIDES) (e)
0
(E) LANDSCAPING �
PLANTER PER CS-2 4 C5-5
CW1(N) PLANTER BOX DRAIN
SURFACE DISCHARGE
0
C%0
� GONG LANDING
TEP
3
N RAMP
CS-�
�' 1:12 SLOPE �
N PLAN TER BOX -_-_
STAIRS
IN) 4,4ND
PER DTL L2 C,5 SIDE
3 � I
& ENTRY PLAN
SEE SITE PLAN ON C5-2 FOR BAL OF INFO
0
(N) GUARDRAILS PER OWNER/CONTR —
AS SHOWN PER DTL 2/C5-3 4
(N) HANDRAILS FULL-LENGTH A5 SHOWN
W/ EXTEN510N5 PER DTL 1/C5-3
(N) 4" DIAMETER OVERFLOW DRAIN W/
ATRIUM GATE CAP AS SHOWN W/ DISCHARGE
TO (N) DRAIN LINE
36' MIN CLEAR
12
44.
00
..
d°
a
an
RAMP SECTION
CS-4 SCALE: 1/2'=1'-0'
I °
AC
Lu a
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U OL
(N) 4" DIAMETER PERPOFATED
COLLECTOR W/ DISCH. T
(N) DRAIN LINE
(N) TOP 50IL I I - I n
/ice/ice/
dLIU
a'
° d .
4
d 1 j a
d °d I d1
a
(N) 4" 50LI1D WALL DRAIN LINE
TO (E) LANDSCAPING PLANTER I -y
5.51DE FOR SURFACE D15CHARGE 0
u
PLANTER SECTION-
NT5
m
(N) GONG BREEZEAY LANDING
PER PLANS
\ \\\ d d
a d
°
d
°
a °
Q .
°
°
d d
a
a °
(N) 1/2' WASHED ROCK
GRAVEL
(N) GUARDRAILS PER OWNER/CONTR —
A5 SHOWN PER DTL 2/C5-3 d
(N) HANDRAILS FULL-LENGTH A5 SHOWN
W/ EXTEN510N5 PER DTL 1/C5-3
3' -K!'
36' MIN CLEAR lK
3 RAMP SECTION
CS-4 SCALE: 1/2"=1'-0"
(N) PEEL 4 STICK FLASHING PER
CONTR. OVER (N) MTL FLASHING
(N) GONG BREEZEAY LANDING
PER PLANS W/ 1/4:12 SLOPE AWAY
11' MIN FROM EXT, WALLS
TREAD
d d °
7' MAX, 4' MIN
a 4
RISER °
� a
d
(N) 2l GA GALV. MTL FLASHING OVER
(N) FLOOR 0 T.O. (E) BSTM WALL PER CONTR.
ENTRY STAIR SECTION-
05-4 NT5
I.
A04-23-24 CITY REVIEW COMMENTS
LEGEND:
X_ x,
(N) SILT/CONSTRUCTION FENCE
w , w
(E) WATER -LINE
(E) STORM WATER LINE
(E) SEWER LINE
_ow —ow—
(E) POWER (OVER -HEAD)
Ln
Ln
(E) ROOF 71GHTLINE
CB®
(E) CATCH BASIN
5-MH
o
(E) SEWER MANHOLE
o (E) FIRE HYDRANT
4
A o (E) POWER POLE
WM
u� (E) WATER METER
i5
SCDM BMPs (CSDM VOLUME 2 CSPP):
Lu
z 1. CONCRETE HANDLING, WASHOUT, 4 DISPOSAL SHALL BE PER CSPP BMP C151 4 C154 AND
IMPLEMENTED 4 MANAGED BY THE CONTRACTOR•
n 2. SAWCUTTING AND POLLUTION PREVENTION SHALL BE PER CSPP BMP C152 AND SHALL BE
IMPLEMENTED AND MANAGED BY THE CONTRACTOR.
3. MATERIAL DELIVERY, STORAGE, AND CONTAINMENT SHALL BE PER CSPP BMP C153 AND
IMPLEMENTED AND MANAGED BY THE CONTRACTOR•.
4. CONSTRUCTION STORMWATER FILTRATION SHALL BE PER CSPP BMP C251 AND
IMPLEMENTED AND MANAGED BY THE CONTRACTOR
5. PROTECTIVE BMPs SHALL BE MAINTAINED ATALL TIMES AND BMPs SHALL BE THE
RE5PON515IL17Y OF THE CONTRACTOR
A04-23-24 CITY REVIEW COMMENTS
v - P.L. 225' +/- - -
/ 6' P.L.14'-5'
:..::: •:: ..:::: .:::: .:::: ..:::: .:::: ... 9 . 1
f . ...... .....
....:
...
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5 a .
ow
�� as '• � � �' '
/oxe
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o �' (E) ASPHALT PARKING L07/ROADWAY
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H07 SH0.7'S ESPRESSO
\ sco
S ��, •� amp ••' /: • ,� .:• � •... .: • • •• s• • .
• '�-°"� 1 (E) TREES 70 REMAIN - 7YP
w o N
ow
\ \ �� • . i :: T�i�V�<�q o °' (N) CONC. OR ASPHALT FOR FLAT SURFACE 70
GF (N) BASEMENT ENTRY (PER CONTR)
a
0 1
(E) LANDSCAPING PLANTER W/ (N) SLAB
• \ o FOR (N) HVAC EQUIPMENT (CTV)
AREA OF (N) CONC LANDING 4 STEP
(AS NOTED )
.I .
N
AV
AV
\ mow;__ —
`" EXISTING DRIVEWAY
w
\ = w
o
5-MH
Z% UTILITY & TESC PLAN
�I p SCALE: 1'=30'-0'
NOTE —THIS 517E PLAN WAS GENERATED USING INFORMATION FOUND
ON THE 5NOHOM15H COUNTY GI5 SYSTEM AND INFORMATION
GATHERED DURING 51TE VISITS. THIS 517E PLAN 15 NOT 70 BE
CONSIDERED A SURVEY.
OLYMPIC VIEW WATER 4 SEWER DISRICT PROVIDED
A5-5UILT5 FOR TH15 PLAN - NO 570RM DRAINS ARE
LOCATED A7 THE (E) FIRDALE VILLAGE 1 4 #2 BUILDINGS W/
TH05E DRAINS, ALONG W/ ANY (N) DRAINS MATCHING THE
(E) SURFACE DISCHARGE
AREA OF (N) BREEZEWAY 4 ENTRY PER 05-3
(AS N0TED ) W/ PLANTER DRAINS
70 (E) LANDSCAPING PLANTER 6 S. SIDE FOR
SURFACE DISCHARGE - SEE C5-5 FOR ADD'L INFO 0
EQUIPMENT 4 STAGING AREA
A04-23-24 CITY REVIEW COMMENTS
i
STRAW
WATTLE
BURY SHEETING IN 4"x6"
TRENCH A MIN. OF 8 FT.
6 MIL (MIN) ANCHOR WEIGHTS WITH SETBACK FROM TOP OF
CLEAR PLASTIC STAKES SLOPE, BACKFILL WITH
SHEETING WASHED ROCK 10I l
PROVIDE ENERGY
\ Q SOIL BERM DISSIPATION AT TOE
� g WHEN NEEDED � —
0
\\ STRAW BALES
CONVEY RUNOFF TO APPROVED LOCATION
STOCKPILES
TOE IN SHEETING IN 4"x6"
TRENCH A MIN. OF 3 FT.
SETBACK FROM BOTTOM
OF SLOPE, BACKFILL WITH
WASHED ROCK
CONVEY RUNOFF TO
APPROVED LOCATION
SLOPES
6 MIL (MIN) CLEAR PLASTIC
SHEETING
ANCHOR WEIGHTS WITH
STAKES
CONVEY RUNOFF TO
APPROVED LOCATION
STOCKPILE &EXPOSED SLOPE COVERING-
NT5
TREE PROTECTION FENCING AND SIGN
1. CHAIN LINK, WIRE MESH, OR SIMILAR OPEN
RIGID MATERIAL (NO PLYWOOD)
2. MUST BE INSTALLED PRIOR TO DEMOLITION
OR GROUND DISTURBANCE
3. KEPT IN PLACE FOR THE DURATION OF
CONSTRUCTION
4. NO SOIL DISTURBANCE OR ACTIVITY
ALLOWED WITHIN FENCED AREA: MATERIAL
STORAGE/STOCKPILING, PARKING,
EXCAVATION, DUMPING, OR WASHING
5. MODIFICATIONS OF THESE REQUIREMENTS
BY APPROVAL OF SDCI PLANNER ONLY
6. IF ROOTS GREATER THAN 2 INCH FOUND
OUTSIDE OF FENCING, PROTECT BY HAND
EXCAVATION AND, IF NECESSARY, CUT
CLEANLY AND KEEP MOIST
7. USE 3 INCHES OR DEEPER WOOD CHIP
MULCH OUTSIDE FENCED AREAS TO
PROTECT FEEDER ROOTS
1. ORANGE MESH OR SIMILAR OPEN MATERIAL
2. MINIMIZE CONSTRUCTION ZONE
3. PROTECT VEGETATION OUTSIDE
CONSTRUCTION ZONE WITH FENCING AS
SHOWN
4. USE 3 INCHES OR DEEPER WOOD CHIP
MULCH OUTSIDE FENCED AREAS TO
PROTECT FEEDER ROOTS
0
I �
CANOPY DRIP LINE
DEFINES TREE &
VEGETATION PROTECTION AREA
I I
I
TREE & VEGETATION FENCING AROUND
ENTIRE DRIP LINE ON PERMIT SITE.
ALTERNATIVE TREE PROTECTION, IF APPROVED
BY SDCI, AS SHOWN ON SITE PLAN
TREE &VEGETATION PROTECTION
NTS
3' M I N.
X
Q
0
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
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
DETAIL
ER-902
_LS
4
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
• PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
CITY OF EDMONDS STABILIZED CONSTRUCTION
ENTRANCE
PUBLIC WORKS
DEPARTMENT
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
ER-901
0
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