APPROVED ENG PLN RESUB 2-BLD2023-0103+Site_Plan+5.5.2023_11.32.41_AM+3527681I
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OWNER: JEREMY ELLIOTT
PROPE TY LIN S 89 45'30" E
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151.06'
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
23429 75TH AVENUE WEST
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LOT 5
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I NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
--------------------
PROPERTY LINE N 89045'30" E 151 06'
ADDRESS: 23422 74TH AVENUE WEST, EDMONDS, WA. 98026.
TAX PARCEL NUMBER: 00488800300501
PARCEL A:
THE NORTH 100 FEET OF LOT 5, BLOCK 3, LAKE BALLINGER
LAND CO'S PLAT SUBDIVISION NO 1, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGES 57-58,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THE WEST 150.76 FEET THEREOF,
TOGETHER WITH THE NORTH 100 FEET OF GOVERNMENT
LOT 5, SECTION 32, TOWNSHIP 27, NORTH RANGE 4 EAST, W.M
IN SNOHOMISH COUNTY, WASHINGTON, LYING EAST OF THE
EAST LINE OF LOT 5, BLOCK 3, LAKE BALLINGER LAND CO'S
PLAT, SUBDIVISION NO. 1 AND WEST OF THE WEST LINE OF A
33 FOOT RIGHT OF WAY GRANTED TO PACIFIC NORTHWEST
TRACTION CO. A CORPORATION, BY INSTRUMENT RECORDED
APRIL 24, 1917 UNDER AUDITOR'S FILE NO. 203959, AND
BETWEEN THE NORTH AND SOUTH LINES OF SAID LOT 5,
BLOCK 3, PROPOSED EAST.
DESCRIPTION OF WORK:
ADDITION TO AN EXISTING SINGLE-FAMILY DWELLING
ZONING: RS-8 (RESIDENTIAL)
LOT SIZE: 7,567 SQ. FT.
SITE PLAN =
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SCALE: 1 "= 10' �
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SQUARE FOOTAGE, GROSS FLOOR AREA
ELEV.
A-,,,23.54' .
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23422 74TH AVENNUE WESTI
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7.5' SIDE YARD SETBACK
ELEV.
23.54'
N 89045'30" W 76.53'
EXISTING MAIN LEVEL 930 SQ.
FT.
870 SQ.
FT. GFA
MAIN LEVEL ADDITION 549 SQ.
FT.
497 SQ.
FT. GFA
EXISTING BASEMENT LEVEL 930 SQ.
FT.
816 SQ.
FT. GFA
BASEMENT LEVEL ADDITION 125 SQ.
FT.
104 SQ.
FT. GFA
TOTAL EXISTING 1860 SQ.
FT.
1686 SQ.
FT. GFA
TOTAL ADDITION 674 SQ.
FT.
601 SQ.
FT. GFA
SQUARE FOOTAGE OF LOT COVERAGE:
RESIDENTIAL FOOTPRINT (INCL ROOF AT ENTRANCE)
REFER TO SHEET A2.01
1,681.5
SQ. FT.
PERCENTAGE LOT COVERAGE:
1,681.5 SQ. FT. / 7,567 SQ. FT. = 22.2% < 35% ALLOWABLE
SQUARE FOOTAGE IMPERVIOUS SURFACE:
RESIDENTIAL FOOTPRINT (INCL ROOF)
1,682 SQ.
FT.
DRIVEWAY, GRAVEL
468 SQ.
FT.
DRIVEWAY, ASPHALT
302 SQ.
FT.
STAIRWAY, LANDING
115 SQ.
FT.
STAIRWAY
46 SQ.
FT.
TOTAL:
2,613 SQ.
FT.
PERCENTAGE IMPERVIOUS SURFACE:
2,613 SQ.
FT. / 7,567 SQ.
FT. = 34.53%
< 50% ALLOWABLE
BUILDING
HEIGHT:
SETBACKS: AVERAGE BUILDING (GRADE) ELEVATION 9.8325'
STREET SETBACK 25' OR 9.-10"
SIDE YARD SETBACK 5' BUILDING HEIGHT ABOVE THE AVERAGE GRADE ELEV.
REAR YARD SETBACK 15' ELEV. 131.58' LESS 9.8325' = 121.75 OR 121'-9"
INSPECTION REQUIRED
PRIOR TO BACK FILL
CODES:
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2018 WASHINGTON STATE ENERGY CODE (WSEC)
2018 INTERNATIONAL MECHANICAL CODE (IMC)
EASEMENTS, DEEDS:
SEWER EASEMENT FOR 23429 75TH AVENUE WEST
REFER TO CITY OF EDMONDS SIDE SEWER PERMIT
501--03500
ROW DEED 230959, TO C PACIFIC N.W. TRACTION
COMPANY
DRAWING INDEX:
SHEET A1.01
SHEET A1.02
SHEET L1.1
SHEET A2.01
SHEET A2.02
SHEET A3.01
SHEET A4.01
SHEET A4.02
SHEET A5.01
SHEET A6.01
SHEET S1.1, S1.2
SHEET S2.1, S2.2
SHEET S3.1
SHEET S4.1, S4.2
SHEET S5.1, S5.2
SHEET S6.1
SITE PLAN, GENERAL INFORMATION
SWPPP SITE PLAN
SITE SURVEY
SITE SURVEY
MAIN LEVEL FLOOR PLAN
UPPER LEVEL FLOOR PLAN
ELEVATIONS
SECTIONS
SECTIONS
GLAZING SCHEDULE, WSEC FORMS
ARCHITECTURAL GENERAL NOTES
STRUCTURAL NOTES
STRUCTURAL PLANS
STRUCTURAL SCHEDULES
FOUNDATION DETAILS
FRAMING DETAILS
DETAILS
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
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OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
PROJECT CONTACTS:
PROFESSIONAL SURVEYOR
ROBERT GREEN
GREEN LAND SURVEYING
7408 164TH STREET S.W.
LYNNWOOD, WASHINGTON 98087
PHONE: (206) 498-0979
STRUCTURAL ENGINEER
JOSEPH GALUSHA
CG ENGINEERING
250 4TH AVENUE SOUTH #200
EDMONDS, WASHINGTON 98020
PHONE: (425) 778-8500
EMAIL: joeg@cgengineering.com
Applicant shall repair/replace all
ARCHITECT
damage to utilities or frontage
JERI HJERT-BERNARDI
improvements standards ty
per city standards that is caused or
HJERT-BERNARDI / ARCHITECT
occurs during the permitted project.
9228 39TH AVENUE SOUTH
SEATTLE, WASHINGTON 98118
ENGINEERING DIVISION
PHONE: (206) 632-0287
APPROVED AS NOTED
EMAIL: hjert_bernardi@hotmail.com
Jd1 U44t," .e 05/18/2023
VV
APPROVED BY PLANNING
Zone Corner K 1 Flag iff
May 05 2023
Setbacks- Required Actual
25� ; 11.75'
Front _ __ __ ;
52.25�5 Nothing in the permit approval process shall be
Sides ' 7 _ -�� _ interpreted as allowing or permitting the maintenance
55
- - - - of any currently existing illegal, nonconforming or
-- -- --
- � -�- - - � 24.75' unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
Rear
of whether such building, structure or condition is
- _ shown on the site plan or drawing. Such building,
Other ___________--------- structure or condition may be the subject of a separate
--��, :21 5" enforcement action.
Height--`-----'--
RESUB
May 05 2023
CITY OF EDMONDS
B L D 2 0 2 3 010 3 DEVE DOPMENT
PARTMENRVICES
15.
5.2
SYMBOLS:
W
SS
SEWER LINE FROM
23429 75TH AVENUE WEST
WATER LINE
SANITARY SEWER
DOWNSPOUTS
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ADDITION j
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EXISTING RESIDENCE
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NOTE: REFER TO SHEET L-111
AVERAGE ORIGINAL GRADE:
N.-
5.25'
C
5.25' + 5.25'+ 14.83' + 15.0' 40.33'
4 - 4 = 10.0825' (ABE)
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9228 39TH AVENUE S0.
SEATTLE, WA 98118
(206)632-0287
CONTRACTOR NOTICE: CONTRACTOR (SUB-
CONTRACTORS) SHALL VERIFY ALL CONDITIONS
AND DIMENSIONS AT THE JOB SITE AND NOTIFY
THE ARCHITECT OF ANY DIMENSIONAL ERRORS,
OMMISIONS, OR DISCREPENCIES BEFORE
BEGINNING OR FABRICATING ANY WORK.
DO NOT SCALE DRAWINGS.
THE CONTRACTOR (SUB -CONTRACTORS) SHALL
BE RESPONSIBLE TO VERIFY THAT ALL WORK
SHALL COMPLY WITH APPLICABLE CODES AND
ORDINANCES AND SHALL NOTIFY THE ARCHITECT
OF ANY DEVIATION.
PROJECT NO.
BLD2023-0103
DATE:
1 /6/2023
REVISIONS:
3/24/2023
4/24/2023
SITE PLAN
GENERAL
INFORMATIO
Al 001
N 89045'30" W 74.82'
SPLASH BLOCK I I
1 Jl /I/AVNCDnI IT
-X- -_x- -..
-il I
SYMBOLS:
- HIGH VISABILITY PLASTIC FENCE
AT LIMIT OF DISTURBANCE
EXISTING ROCKERY
CONSTRUCTION ENTRY
EXISTING GRAVEL DRIVEWAY
STRAW BALE BARRIER
\_�� SILT FENCE OR MULCH BERM
DOWNSPOUTS
� LINE OF SETBACK (TYPICAL)
N 89045'30" W 76.53'
SWPPP SITE PLAN
NTS
OWNER: JEREMY ELLIOTT
ADDRESS: 23422 74TH AVENUE WEST, EDMONDS, WA 98026
TAX PARCEL NUMBER: 00488800300501
SECTION 26, TOWNSHIP 31 NORTH, RANGE 4 EAST WM
CONTACT: JEREMY ELLIOTT
ADDRESS: 23422 74TH AVENUE WEST, EDMONDS, WA 98026
SQUARE FOOTAGE IMPERVIOUS SURFACE:
RESIDENTIAL FOOTPRINT (INCL ROOF) 1,682 SQ. FT.
DRIVEWAY, CRUSED ROCK 468 SQ. FT.
DRIVEWAY, BLACK TOP 302 SQ. FT.
STAIRWAY, LANDING 115 SQ. FT.
STAIRWAY 46 SQ. FT.
TOTAL: 2,613 SQ. FT.
PERCENTAGE IMPERVIOUS SURFACE:
2,613 SQ. FT. / 7,567 SQ. FT. = 34.53% < 50% ALLOWABLE
• DRANT AT
23320 74TH WES�j
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NEW IMPERVIOUS AREA: 667 SQ. FT.
2" x 2" WOOD/STEEL
FILTER FABRIC SECL
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
pRLTER FABRIC MATERIAL IN CONTINOUS ROLLS
SESTAPLESORWRE RINGS TO ATTACHABRIC TO WIRE
I� 2" x 2" WOOD/STEEL POSTS
IIIIII WIRE MESH FENCE
I�µ1 }}-��TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
1. CONTRACTOR/DEVELOPER SHALL 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
REVISION DATE
' ,- CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT D ETAI L
Est, 18�'� APPROVED BY: R. ENGLISH ER-900
FULL WIDTH
ESS/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.
2O 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,
G 1/4 ACRE
30
G 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 Cm INSPECTOR.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
;,may ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
tsf, 189� APPROVED BY: R. ENGUSH ER-901
GRATE
FILTER SOCK WITH
\' OVER FLOW HOLES
CATCH BASIN
NOTES:
CATCH BASIN
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.
REVISION DATE
TEMPORARY
JANUARY 2018
CITY OF EDMONDS
SEDIMENT TRAP
PUBLIC WORKS
FOR CATCH BASINS
STANDARD
DEPARTMENT
DETAIL
APPROVED BY: R. ENGLISH
ER-902
NOTE:
FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE.
ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2022 SWMMWW BMP T.5.13.
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS
STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION.
BUILDING
ROOF DOWN!
SEE NOTE 1
DOWNSPOUT EXTENSION
24" WIDE x 35" LONG
x 6" THICK ROCK PAD
OR SPLSHBLOCK, SEE NOTES 2 AND 3
VEGETATED FLOW PATH,_-
SEE NOTE 4
--
\
GRADING QUANTITIES & CALCULATIONS:
EXCAVATION:
1' X 67.8' SQ. FT. = 67.8 CU. FT.
8'-11" X 65 SQ. FT. = 579.5 CU. FT.
3'-4" X 161 SQ. FT. = 536 CU. FT.
5'-5" X 189 SQ. FT. = 1022.5 CU. FT.
TOTAL: 2205.8 CU. FT. / 27 = 81.69 CU. YDS.
BACKFILL:
EXCAVATED MATERIAL TO BE USED AS BACKFILL, 14 CU. YDS.
GENERAL NOTES:
1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK
(CHECKLIST 14) AND INFEASIBILITY REQUIREMENTS.
NOTES:
1. MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK.
2. SPL.ASHBLOCK MAY BE CONCRETE. PLASTIC, OR SIMILAR RIGID MATERIAL.
3. ROCK PAD SHALL CONSIST OF 4" STREAMBED COBBLES PER WSDOT SPEC. 9-03.11(2) OR
WASHED DRAIN ROCK CONFORMING TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR
DRYWELLS.
4. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2022 CITY OF
EDMONDS STORMWATER ADDENDUM REQUIREMENTS.
/
REVISION DATE
CITY OF EDMONDSTYPICAL DOWNSPOUT FEBRUARY 2023
DISPERSION SPLASH BLOCK
T- PUBLIC WORKS FOR ROOFS STANDARD
DEPARTMENT DETAIL
FS �g9� APPROVED BY: R. ENGLISH SD-633
-
E/ PROPERTY UNEASEMENT
DISPERSION TRENCH
10' X 2', LEVEL, SEE 1 -g
12" X 12" (MIN) CUTTER (TYP)
VEGETATED FLOW-, AREA (YARD)
PATH
DRAIN
(SEE NOTE 1)
-.
0' (MIN),
�700 SQUARE F
OVERLAP
-
-
F TH
OF FLOWPSEGMENTS
SEGMENTS
ROOF -
-
�>100 SQUARE FEE
DISPERSION TRENCH WITH i
NOTCHED GRADE BOARD i CATCH BASINI-L
PER STD DETAIL SD-632 _ W/SCUD COVER
PER "--�"-"-�-'-'-'"-
Sro DETAIL SD-303
SD-304
_�
-PROPERTY LINE/EASEMENT
PLAN
VEGETATED NTS
GENERAL NOTES:
FLOW PATH.
SEE NOTE 1
1. REFER TO THE 2022 CITY OF EDMONDS
STORMWATER ADDENDUM FOR SETBACK AND
1s% MAX
INFEASIBILITY REQUIREMENTS.
N,6X (MINH
24" (MIN)- l
NOTES:
1. A VEGETATED FLOW PATH MUST BE PROVIDED
4" (MIN) PERFORATED
IN ACCORDANCE THE 2022 CITY OF EDMONDS
v O
PVC UNDERDRAIN
STORMWATER ADDENDUM REQUIREMENTS,
i�('(✓GF��I PIPE PER WSDOT
I,66-�ll� SPEC 9-05.2(6).
ri �
2 GEOTEXTILE SHALL CONFORM TO WSDOT SPEC.
9-33.2OVE GEOTEXTILE FOR SEPARATION,
L Wp LEVEL
NON -WOVEN TYPE.
WASHED DRAIN ROCK.
3. WASHED DRAIN ROCK SHALL CONFORM TO
J-//T
GEOTEXTILE, SEE NOTE 2 SEE NOTE 3
WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL
FOR DRYWELLS.
UNDISTURBED
NATIVE SOIL
DISPERSION TRENCH i11
NTS -
%
REVISION DATE
TYPICAL
DOWNSPOUT
FEBRUARY 2023
CITY OF EDMONDS
DISPERSION
TRENCHES
PUBLIC WORKS
FOR ROOFS
STANDARD
DEPARTMENT
DETAI L
�St 1g9G
APPROVED BY: R. ENGLISH
SD-631
OVT (TYP) PER STANDARD
DOWNSPigTOSTORM
SO-619, SEE NOTE 1
-
(MIN) LEVEL TRENCH WITH
-- -FORATED
PVC UNDERDRAIN PIPE
-
-_I�
OBSERVATION PIPE
I MARKING CENTER
'"6 OF DRY WELL
ROOFINA---,
•
��y TO STORM
I DRAINAGE SYSTEM
Jv 11
D 10' (MIN) 5' (MIN).
_ TO STORM
DRAINAGE SYSTEM
DOWNSPOUT AND CLEANI I LOP
/ 10' (MIN) LEVEL TRENCH WITH
PERFORATED PVC UNDERDRAIN PIPE
PLAN
NTS
1'(MIN) OBSERVATION PORT
COVER (PLASTIC BOX TEST PLUG
COMPACTED BACKFILL MARKED RAIN-)
FI .III -I .1�=11' PE
6" (MIN) I I - I�� , I=11-� I.
4" (MIN) PVC UNDERDRAIN PIPE PER p OBSERVATION WELL,
WSDOT SPEC. 9-05.1(6), LAID LEVEL O ?:� SEE NOTE 4
GEOTEXTILE, SEE NOTE 2---"D -
8
V (MIN) ABOVE SEASONAL
HIGH GROUNDWATER TABLE,
OR HYDRAULICALLY- Q 24" (MIN)
RESTRICTIVECTNE LAYER
WASHED DRAIN ROCK,
SECTION A SEE NOTE 3
NTS
GENERAL NOTES:
1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND
INFEASIBIUTY REQUIREMENTS.
2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA.
NOTES:
1. CLEANOUTS RECOMMENDED AT PIPE BENDS AND ONE END OF THE PERFORATED PIPE SECTION.
2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE.
3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5). GRAVEL BACKFILL FOR DRYWELLS.
4. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE.
REVISION DATE
CITY OF EDMONDS TYPICAL PERFORATED APRIL 2021
STUB -OUT CONNECTION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs , Tg90 APPROVED BY: R. ENGLISH SD-639
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HJERT-BERNARDI
ARCHITECT
/632-0287
CONTRACTOR NOTICE: CONTRACTOR (SUB-
CONTRACTORS) SHALL VERIFY ALL CONDITIONS
AND DIMENSIONS AT THE JOB SITE AND NOTIFY
THE ARCHITECT OF ANY DIMENSIONAL ERRORS,
OMMISIONS, OR DISCREPENCIES BEFORE
BEGINNING OR FABRICATING ANY WORK.
DO NOT SCALE DRAWINGS.
THE CONTRACTOR (SUB -CONTRACTORS) SHALL
BE RESPONSIBLE TO VERIFY THAT ALL WORK
SHALL COMPLY WITH APPLICABLE CODES AND
ORDINANCES AND SHALL NOTIFY THE ARCHITECT
OF ANY DEVIATION.
PROJECT NO.
BLD2023-0103
DATE:
1 /6/2023
REVISIONS:
3/24/2023
4/24/2023
SWPPP
SITE PLAN
Al 002