APPROVED BLD2021-0591+Civil_Plan+7.16.2021_3.22.44_PM+2306000PORTION OF THE NE 1/4, NW 1/4, SEC. 25, TWP 27 N., RGE. 3 E., W.M.
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GREY SEA RESIDENCE
729 LAUREL STREET
EDMONDS, WA 98020
BUILDING PERMIT #BLD2021-0591
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VICINITY MAP
N.T.S.
LEGAL DESCRIPTION JULY 13,2021
PARCEL: 004845-007-036-01
LOTS 36, 37, 38, 39 AND 40, BLOCK 7, KELLOGG'S P[LAT TO EDMONDS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 42, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON; zZ
PARCEL: 004845-007-034-00—
LOTS 34 AND 35, BLOCK 7, KELLOGG'S P[LAT TO EDMONDS, ACCORDING TO THE ALLEY 12.00' (NOT OPEN)
PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 42, RECORDS OF ° ❑ ❑ ❑ a 6 ,� ° l
SNOHOMISH COUNTY, WASHINGTON; 0 o '
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59.94' —
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH COUNTY, WASHINGTON.
BASIS OF BEARINGS °°
RECORD OF SURVEY FOR MARGARET LANGSTED BY ALLIED TWO, INC UNDER RECORDING _
NUMBER 199902175002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. a g
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VERTICAL DATUM — �L--- —�
ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY _
WCCS SURVEY CONTROL DATABASE. I \
LEGEND
THE MARK IS A MONUMENT IN CASE AT THE INTERSECTION OF 9TH AVENUE N AND ry ' ....
I� ° °
WALNUT STREET. I r r I ;I4a ° ° ° \ PROPERTY LINE
°
— —
'I �I�• •. \� 731 ECA BUFFER LINE
POINT ID N0. 38/1030; — —
ELEVATION: 205.43 FEET — NAVD 88
SETBACK LINE
2.0' CONTOUR INTERVAL — THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1 /2 THE
CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. �I [JJ I R/W CENTERLINE
5a I j l I�V<11 PROPOSED ASPHALT
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0
PROPOSED CONCRETE
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PROJECT INFORMATION ° ` `. ° EXISTING ASPHALT
._.
APPLICANT: ARCHITECT:a. I
GREY SEA LLC DEFOREST ARCHITECTS °° ®\ ° 0 8d °
66 S HANFORD ST #300 1148 NW LEARY WAY a Gy' ° a
SEATTLE, WA 98134 SEATTLE, WA 98107 °
MEREDITH KELLY 59.95' — — — —
ENGINEER: (206) 262-0820 IB
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CECIL & ASSOCIATES, LLC GEOTECHNICAL ENGINEER:
PO BOX 598 '
BOTHELL, WA 98041 PAN GEO
ROGER CECIL, P.E. 3213 EASTLAKE AVENUE EAST, SUITE B
(206) 484-3495 SEATTLE, WA 98102 N
LAUREL STREET
SCOTT DINKELMAN, LEG
SURVEYOR: (206) 262-0370 —_Ss s
I AI ICI QTMCCT
SITE SURVEYING, INC.
21923 NE 11TH ST
SAMMAMISH, WA 98074 SITE ADDRESS:
THOMAS WOLDENDORP 729 LAUREL STREET 0 10 20 40HORIZ.
(425) 298-4412 EDMONDS, WA 98020 Scale In Feet
TAX PARCEL ID:
00484500703100
SHEET INDEX EARTHWORK QUANTITIES:
SHEET SHEET TITLE CUT: 100 CY'S
NO.
FILL: 50 CY'S
CO.00 COVER SHEET
C0.01 GENERAL NOTES NET: 150 CY'S CUT
Applicant shall repair/replace all C1.00 DEMO & TESC PLAN
damage to utilities or frontage C1.10 TESL DETAILS ANY IMPORT FILL WILL BE FROM A JURISDICTIONAL APPROVED LOCATION. ANY EXPORT CUT WILL BE WASTED
improvements in City right-of-way SITE LAYOUT & PAVING AT A JURISDICTIONAL APPROVED LOCATION.
per city standards that is caused or C2.00 PLAN NOTE: THE QUANTITIES SHOWN ARE ESTIMATES ONLY INTENDED FOR PERMITTING PURPOSES. THE CONTRACTOR
occurs during the permitted project. C3.00 GRADING & DRAINAGE SHALL VERIFY ALL EARTHWORK QUANTITIES NEEDED TO COMPLETED THE PROJECT IMPROVEMENTS.
PLAN
C3.10 DRAINAGE DETAILS
C4.00 UTILITY PLAN
CALL BEFORE
YOU D;G 811
UNDERGROUND SERVICE (USA)
BLD2021-0591
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 8/20/2021
BY:
CITY ENGINEERING DIVISION
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Jul 16 2021
CITY OF EDMONDS
.VELOPMENT SERVICE
DEPARTMENT
CO-00
PERMIT #BLD2021-0591
PORTION OF THE NE 1/4, NW 1/4, SEC. 25, TWP 27 N., RGE. 3 E., W.M.
CITY OF EDMONDS GENERAL NOTES
STORM DRAINAGE GENERAL NOTES
1.
ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND
1. PIPES:
DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL
CODES, RULES AND REGULATIONS:
A. ALL STORM SEWER PIPE SHALL CONFORM WITH CHAPTER 18.30 OF THE ECDC AND DIVISION 7 OF THE
• CURRENT INTERNATIONAL BUILDING CODE (IBC)
WSDOT/APWA SPECIFICATIONS.
• 2021 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
• 2012 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, AS AMENDED IN DECEMBER 2014 (THE 2014 SWMMWW)
B. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE OPINION OF THE CITY INSPECTOR, THE
EXISTING FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACK
FILLED WITH COMPACTED GRAVEL MATERIAL TO SUPPORT THE PIPE.
2.
STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS
NOTED OTHERWISE
C. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH IN LAYERS WITH
A LOOSE AVERAGE DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH LAYER. THESE
3.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS.
COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
4.
DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY (THE
THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. (REFER
CITY). OBTAIN APPROVAL IN WRITING PRIOR TO CONSTRUCTING IMPROVEMENTS.
TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2-03.3(14)C, METHOD B &
C.
5.
CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL
SUMMARIZE ALL AS-BUILTCONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT
D. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE, MEETING THE REQUIREMENTS OF
COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL
AASHTO M 252 IN 8 INCH SIZE AND AASHTO M294S IN SIZES 12" THROUGH 36," IS AN ACCEPTABLE
APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
ALTERNATIVE TO SCHEDULE A CULVERT PIPE, AS SHOWN ON WSDOT/APWA STANDARD PLAN B-17 AND
6.
ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
FOR STORM SEWERS IN ACCORDANCE WITH EDMONDS CITY STANDARDS.
E. BAND SIZE SHALL BE 12" FOR PIPE LESS THAN 42" DIAMETER AND 49" X 33" ARCH PIPE. REFER TO ITEM
7.
THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY
K: "CHARTS" FOR LARGER SIZE PIPES.
OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY
COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
F. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED AASHTO T-99 DENSITY OF 90%. USE
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE
REASONABLE CARE IN HANDLING AND INSTALLATION.
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF
EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO
G. ALL NON -PERFORATED METAL PIPE SHALL HAVE NEOPRENE GASKETS AT THE JOINTS. 0-RING GASKETS
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE
MAY BE USED FOR TYPE F COUPLING BAND.
DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE SO THAT A CODE-COMPLIENT SOLUTION CAN
BE COORDINATED.
H. DUCTILE IRON (DI) PIPE SHALL BE CLASS 50 PER WSDOT 9-05.13.
8.
CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND
2. CATCH BASINS AND MANHOLES:
UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
A. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A TYPE II CATCH BASIN
9.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY
OR LARGER (MANHOLE).
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET, AND CATCH BASIN
10.
PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. PIPE LEGNTHS ARE GENERALLY
FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING.
CALCULATED AS A HORIZONTAL LENGTH MEASURED FROM STRUCTURE TO STRUCTURE OR BEND TO BEND (WHICHEVER IS
C. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL.
APPROPRIATE).
D. CATCH BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY MODEL 5435, 5435A, OR 50503A,
11.
CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT AND SHALL BE FAMILIAR WITH THE CONTENTS THEREOF. ALL
LOCKING TYPE OR EQUAL. MODEL 5435A IS REFERRED TO AS A "THROUGH CURB INLET" ON THE PLAN.
SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. COORDINATE WITH THE
MODEL 50503A IS REFERRED TO AS A 'ROLLED GRATE INLET" IN THE PLAN.
OWNER'S GEOTECHNICAL CONSULTANT TO FIELD VERIFY THE ADEQUACY OF ALL STRUCTURE SUBGRADES, UTILITY TRENCH BEDDING
& BACKFILL, AND TEMPORARY SLOPES. PROVIDE SUFFICIENT NOTICE SO THAT THE GEOTECHNICAL ENGINEER CAN SCHEDULE THE
E. ALL TYPE II CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS.
APPROPRIATE RESOURCES.
F. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS AND MANHOLES EXCEEDING 5 FEET
12.
STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL
IN DEPTH.
REPORT.
3. STORM WATER RETENTION/DETENTION FACILITIES, STORM DRAINAGE PIPES AND CATCH BASINS SHALL BE
13.
MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR
FLUSHED AND CLEANED PRIOR TO CITY ACCEPTANCE.
COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE
4. LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE
ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL RECOMMENDATIONS.
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF ALL UTILITIES AND
14.
SEE CIVIL PLANS FOR LOCATIONS OF SITE FEATURES SUCH AS CURBS, RETAINING WALLS, PAVED SURFACES, AND UTILITIES. SEE
IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE.
CIVIL PLANS FOR COORDINATES OF BUILDING GRID LINES. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
5. FOR AID IN UTILITY LOCATION CALL 1-800-424-5555 PRIOR TO CONSTRUCTION.
15.
ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR
THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
16. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE
ALLOWED WITHOUT PRIOR APPROVAL.
17. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. CONTOURS ARE
SHOWN FOR REFERENCE - SPOT ELEVATIONS SHALL SUPERCEDE CONTOURS.
18. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 4% IN LANDSCAPE AREAS AND 1.5% IN PAVED AREAS.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO
PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL
OF SHORING AND BRACING, AS REQUIRED.
20. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS,
HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY
HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
21. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE
AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH
ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
22. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
23. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE
SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER OF RECORD AND CITY (IN WRITING). TRACK
ALL CONSTRUCTION REVISIONS IN AS -BUILT SET.
24. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST
REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. CONTRACTOR TO COORDINATE.
25. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION
BETWEEN THE UTILITIES.
26.
SEE
MECHANICAL
DRAWINGS (WHERE
APPLICABLE)
FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING.
27.
SEE
ELECTRICAL
DRAWINGS (WHERE
APPLICABLE)
FOR EXTERIOR ELECTRICAL WORK.
28.
SEE
LANDSCAPE
DRAWINGS (WHERE
APPLICABLE)
FOR SITE IRRIGATION SYSTEM.
29.
PIPE
MATERIAL AND
SIGNAGE SUBMITTALS SHALL
BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO
INSTALLATION.
30. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON
THESE DRAWINGS.
UTILITY GENERAL NOTES
PURSUANT TO EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) 18.00.040, CITY OF EDMONDS CONSTRUCTION
STANDARD DETAILS AND SPECIFICATIONS, HEREINAFTER REFERRED TO AS "EDMONDS STANDARD DETAILS",
SHALL APPLY WHENEVER ANY PUBLIC OR PRIVATE WORK IS PERFORMED WITHIN THE CITY OF EDMONDS,
INCLUDING WORK PERFORMED BY PRIVATE PARTIES AT THEIR OWN EXPENSE. EXCEPT WHERE THESE EDMONDS
STANDARDS DETAILS PROVIDE OTHERWISE, DESIGN, CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE
APPROPRIATE STANDARDS OF THE MOST CURRENT EDITION OF THE FOLLOWING PUBLICATIONS PRODUCED
SEPARATELY BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) OR JOINTLY BY WSDOT AND
WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA).
• WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, HEREINAFTER
REFERRED TO AS "WSDOT/APWA STANDARD SPECIFICATIONS".
• WSDOT/APWA STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, HEREINAFTER
REFERRED TO AS "WSDOT/APWA STANDARD PLANS".
UTILITY LOCATES:
1. THE APPROXIMATE LOCATIONS OF EXISTING UTILITIES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF UTILITY LOCATIONS SHOWN AND FOR
DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN ON PLANS.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED, BY APPROPRIATE UTILITY CITYS OR
COMPANIES, ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. FOR UTILITY LOCATES, CALL 1-800-424-5555 PRIOR TO DIGGING.
PERMITS:
4. THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS INCLUDING WORK WITHIN THE
RIGHT-OF-WAY.
5. ALL WORK IN RIGHTS -OF -WAY SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITTING
AGENCY CITY OF EDMONDS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT).
BLD2021-0591
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
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RESUB
Jul 16 2021
CITY OF EDMONDS
VELOPMENT SERVICE
DEPARTMENT
DATE:
BY:
Cl _ _ ION
CO-01
PERMIT #BLD2021-0591
PORTION OF THE NE 1/4, NW 1/4, SEC. 25, TWP 27 N., RGE. 3 E., W.M.
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TYPE 4 (Np) STREAM
TREE PROTECTION FENCING (ORANGE HI-VIS
a, BARRIER FENCE) TO BE INSTALLED AT DRIP LINE.
❑ J ❑ 1 ❑ ❑
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INV E 12" RCP=119.32'
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Scale In Feet
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1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER CONSTRUCTION.
2. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE
THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
3. WHERE POSSIBLE NATURAL VEGETATION AND/OR EXISTING PAVEMENT WILL BE MAINTAINED FOR SILT
CONTROL AND HAUL ROADS.
4. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES
SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY ENGINEER TO ENSURE CONTINUING
EROSION/SEDIMENTATION CONTROL.
5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL
CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED.
6. TEMPORARY SEDIMENTATION AND STORMWATER CONTROL FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITIONS UNTIL SUCH TIME THAT THE CONSTRUCTION IS COMPLETED, PERMANENT
DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. IF PERMANENT
DRAINAGE FACILITIES ARE UTILIZED TO CONVEY OR HOLD CONSTRUCTION RUNOFF THEY SHALL BE CLEANED
PRIOR TO FINALIZING CONSTRUCTION.
7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED
CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A
MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
APRIL
9. ALL DISTURBED LAND�AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIODS OF
OCTOBER 1 TO MARCS-F30 SHALL BE COVERED WITH AN ACCEPTABLE EROSION CONTROL BMP GROUND
COVER (PLASTIC, SEEDING, SODDING, ROCK, STRAW, ETC.) AND SHALL BE MAINTAINED THROUGHOUT THE
LIFE OF THE PROJECT.
10. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. SWEEP OR CLEAN SEDIMENT OR DEBRIS FROM
ROADWAY IMMEDIATELY.
11. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE SEDIMENT OR OTHER
HAZARDOUS MATERIALS DO NOT ENTER THE CITY STORM DRAINAGE SYSTEM, AS CONSTRUCTION
PROGRESSES AND UNEXPOSED SEASONAL CONDITIONS DICTATE. MORE EROSION CONTROL FACILITIES MAY BE
REQUIRED TO ENSURE COMPLETE SILTATION CONTROL FOR THE FULL PERIOD OF CONSTRUCTION. IT SHALL
BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT
MAY BE CREATED BY CONSTRUCTION ACTIVITIES AS MAY BE NEEDED TO ENSURE COMPLIANCE.
12. PROVIDE CONSTRUCTION ENTRANCE PER STANDARD DETAIL ER-901, MODIFIED TO FIT SITE CONDITIONS.
CONTRACTOR TO COORDINATE WITH CITY INSPECTOR.
13. PROVIDE TEMPORARY SEDIMENT TRAPS FOR CATCH BASINS PER STANDARD DETAIL ER-902, FOR ALL
FUNCTIONING DRAINAGE STRUCTURES AS DETERMINED BY THE CITY INSPECTOR.
14. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13.
15. INLET SEDIMENT TRAPS SHALL BE INSTALLED IN ANY AFFECTED CATCH BASINS DOWNSTREAM FROM THE
CONSTRUCTION SITE. COORDINATE LOCATIONS WITH INSPECTOR.
16. 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.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
TESC LEGEND
CONSTRUCTION LIMITS
TREE PROTECTION FENCING
TEMP. SILT FENCING
CONSTRUCTION ENTRANCE (CE)
CB INLET PROTECTION (IP)
STRAW WATTLE (SW)
CALL BEFORE
YOU D;G 811
UNDERGROUND SERVICE (USA)
X X
BLD2021-0591
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 8/20/2021
BY:
CITY ENGINEERING DIVISION
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Jul 16 2021
CITY OF EDMONDS
.VELOPMENT SERVICE
DEPARTMENT
ci .00
PERMIT #BLD2021-0591
PORTION OF THE NE 1/4, NW 1/4, SEC. 25, TWP 27 N., RGE. 3 E., W.M.
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2' 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
NOTES -i
1. SHALL MEET REQUIREMENTS OF BMP C233: SILT
FENCE.
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS �
WIRE MESH FENCE
TO SUPPORT FILTER
FABRIC
MA ERIAOL 8O TO F 2FlLTER
N 0 TEJ.-
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
FILTER FABRIC FENCE JANUARY 2018
CITY OF EDMONDS FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY- R. ENGLISH ER - 9 00
Straw rolls must be
placed along slope
contours
Spacing depends
on soil type and
slope steepness
�i
DEPARTMENT OF
ECOLOGY
State of Washington
10'- 25' (3-8m)
3'- 4'
\ 0.2m)
� ` �z
Sediment, organic matter,
and native seeds are
captured behind the rolls.
3" - 5" (75-125mm)
1" x 1" Stake
l/ (25 x 25mm)
8" - 10" Dia.
(200-250mm)
NOTE:
1. Straw roll installation requires the placement and secure staking
of the roll in a trench, 3" - 5" (75-125mm) deep, dug on contour.
Runoff must not be allowed to run under or around roll.
Figure II-4.2.14
Wattles
NOT TO SCALE
Revised November 2015
Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions,
limitation of liability, and disclaimer.
NOTES
SHALL MEET REQUIREMENTS OF
ENTRANCE/E"'-
1W C105: STABILIZED CONSTRUCTION
_LS
A
TH
IN
DE FALL WIDTH
GRESS/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
( ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
MOTES:
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*
c 1/4 ACRE
30
C 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
DETAIL
ER-901
`sf. 18y"
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
TOE IN SHEETING IN 4"X4" BUILDING PAD
TRENCH A MINIMUM OF 8' 10' MAX CONVEY RUNOFF TO
SETBACK FROM TOP OF SLOPE. APPROVED LOCATION.
BACKFILL WITH WASHED ROCK.
4' MIN. SETBACK
FROM TOP OF SLOPE
TERMINATE AT LEVEL AREA.
FOLD UNDER 4" AND STAPLE
AT 12" INTERVALS.
10' MIN
3' MIN
PROVIDE ENERGY DISSIPATION
AT TOE WHEN NEEDED
NOTES '
1. SHALL MEET REQUIREMENTS OF BMP C123: PLASTIC COVERING
2. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING.
3. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED.
4. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL.
5. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED
UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.
6. IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP -RAP, OR OTHER
SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE
THE VELOCITY OF RUNOFF.
BLD2021-0591
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 8/20/2021
BY: G(G /xis
CITY E I14UIIVttKINU uIVISION
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CITY OF EDMONDS
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DEPARTMENT
C 1 . 10
PERMIT #BLD2021-0591
PORTION OF THE NE 1/4, NW 1/4, SEC. 25, TWP 27 N., RGE. 3 E., W.M.
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BASEMENT FLOOR EXPANSION — 1 B� FTR�gM
SEE ARCH'L I I I EXISTING RESIDENCE a a
FIRST FLOOR EL=138.9
BASEMENT FLOOR EL=129.4 (SEE ARCH'L PLANS) a
/ I
R = 149.5' / 1361 LOT 32
F = 137.9' r
No�/N,00 I ' I I I FF BASEMENT — — — F� FENCE WITH GATE.
PATIO PER ARCH'L PLANS
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SEE DETAIL 1 THIS SHEET.
FOUND REBAR & , \ I
PRESERVE & PROTECT EXISTING WATER METER.
SERVICE TO BE RE -CONNECTED AS REQUIRED T
ACOMMODATE EXPANS
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RELOCATE MAILBOXES
I I SEE ARCHITECTURAL
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- REMOVE TREE
No surcharge onto
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driveway permitted.
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_ 89.92' \\
\ S89°59'24"W — — — 7
EXISTING \
UTILITY (POEE OHE -
W /„ -I WATER \A/
PROTECT EXISTING UTILITY POLE
AND OVERHEAD SERVICE LINES.
NEW ASPHALT DRIVEWAY
MATCH EXISTING PAVEMENT
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'LAUREL STREET
FOUND REBAR &
AP 29539)
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PROTECT EXISTING HYDRANT.
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TO REMAIN. REPAIR AS NECESSARY.
LAUREL STREET
0
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N
5 10
Scale In Feet
20
4" CL 3000 CEMENT CONCRETE
REINFORCING #4'S @ 16" O.C.
EACH WAY (TYP)
4" CRUSHED SURFACING BASE COURSE
SUBGRADE COMPACTED TO 95%
NOTES:
1. COMPACTION SHALL BE 95% MAXIMUM DRY DENSITY PER ASTM D-1557.
2. GRAVEL BORROW SHALL HAVE LESS THAN 5% FINES (LESS THAN 5%
PASSING THE No. 200 SIEVE).
1 CONCRETE PAVEMENT DETAIL
N.T.S.
LEGEND
PROPERTY LINE
BUILDING SETBACK LINE
TREE PROTECTION FENCING
HMA CLASS 1/2"
CEMENT CONCRETE (CL 3000)
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YOU D;G 811
UNDERGROUND SERVICE (USA)
BLD2021-0591
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 8/20/2021
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CITY OF EDMONDS
.VELOPMENT SERVICE
DEPARTMENT
C2.00
PERMIT #BLD2021-0591
PORTION OF THE NE 1/4, NW 1/4, SEC. 25, TWP 27 N., RGE. 3 E., W.M.
N
N
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ALLEY 12.00' (NOT OPEN)
FOUND REBAR & / O 0 —
CAP (29t39) /g
_ 4O N89`58'45_'E
/ 59.94' / o 89.90'
04 x
/ CANTILEVERED MAIN FLOOR EXPANSION. PORTION OVER
EXISTING CONCRETE SLAB (TO REMAIN) IS NOT
CONSIDERED REPLACED IMPERVIOUS SURFACE.
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INSTALL FOUNDATION DRAIN PER GEOTECH RECOMMENDATIONS.
CONNECT TO EXISTING FOUNDATION DRAIN SYSTEM. I
DOWNSPOUT STUB .....
(TYP)
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IE 128.0 I I LOT
LOT 34 / °,
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DEC
F7//13 LAUREL S 101)�00 // I I ABC
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TIE FOUNDATION
DRAINS INTO SD LINE.
129
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Minimum distance of
10' required prior to
connection of
foundation drains to
downspout drains.
Also connection
cannot occur if the
the elevation of the
rim of the catch basin
is higher than the
elevation of the
footing drains.
TIE FTG DRAINS INTO
ROOF DRAINS W 4" WYE
IE=126.16
I
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\ PROPOSED CROSSING OF STORM PIPE
OVER EXISTING WATER MAIN.
TOP EL=122.0 (EX 8" WA)
IE=123.67 (8" SD)
VERTICAL CLR=1.67'
— w w
CB#1, TYPE1 W/ SOLID LID
INSTALL OVER EX. 8" SD
o RIM 124.50
IE IN=123.26 (6"NE)
IE OUT (EX)=123.26 (8"S)
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A pre -construction
meeting is required,
prior to any work in cB
the ROW.
IVIf\I VII L/\IJI IIVU 1 r%VLIVILIVI
Relocate Catch Basin
such that the basin is
located on private
property.
DOWNSPOUT STUB
(TYP)
SDCO (TYP)
IE=135.30
4" ROOF DOWNSPOUT
DRAIN LINES (TYP)
2% MIN. SLOPE
FENCE WITH GATE.:
SEE ARCHITECTURAL.
JEM. SDCO (TYP)
IE=134.00
;TURAL
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SDCO (TYP) 24"W
IE 126.90 \
129.25 \ /
\ \ 1
-EXISTING \
UTILITY � OOFOHE OHE
PROPOSED CROSSING OF STORM PIPE
OVER EXISTING SIDE SEWER. SEE w - I w
NOTES ON UTILITY PLAN. I
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�UNC SEWER -S-S 4—
I A I I CI C'TF73CCT
FOUND REBAR &
AP 29539) — — — —
I
[EXISTING ASPHALT DRIVEWAY AND
CONCRETE SLAB TO REMAIN.
— — — — — — --
731 LAUREL ST.
OT 32
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—EXISTING ASPHALT DRIVEWAY TO
REMAIN. REPAIR BY OVERLAY AS
NECESSARY.
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TO REMAIN. REPAIR AS NECESSARY.
LAUREL STREET
0
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N
5 10
Scale In Feet
CONSTRUCTION NOTES
1. THE MAXIMUM FINAL GRADE IN LANDSCAPE AREAS SHALL NOT EXCEED 2(H):1(V).
2. SLOPE AWAY FROM THE BUILDING, ALL AREAS. FINAL GRADES ON THE SITE SHALL
PROVIDE FOR FREE, POSITIVE DRAINAGE OF SURFACE WATER TO ITS NATURAL OR
DESIGNED DISCHARGE LOCATION WITHOUT PONDING, FLOODING, OR OTHERWISE
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CONCENTRATING UNLESS DIRECTED TO AN APPROVED STORMWATER COLLECTION DEVICE.
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TO VERIFY APPROPRIATE CONNECTIONS ARE PROVIDED. PROVIDE CONNECTION PER DETAIL
1
ON SHEET C3.10.
m
4. THE CONTRACTOR SHALL KEEP ACCURATE RECORDS OF UNDERGROUND UTILITY
INSTALLATION INCLUDING ACTUAL (AS -BUILT) PIPE ELEVATIONS, RIM ELEVATIONS, AND
PLACEMENT. FURNISH TO OWNER AND CIVIL ENGINEER FOR PERMITTING CLOSEOUT.
5. SEE SHEET C3.10 FOR DRAINAGE DETAILS.
6. IF THE DEPTH OF A STORM STRUCTURE, FROM RIM ELEVATION TO PIPE INVERT EXCEEDS
5 FEET, THEN A TYPE 2 MANHOLE WILL BE REQUIRED.
SOILS AMENDMENT NOTE
BMP T5.13 POST CONSTRUCTION SOIL QUALITY & DEPTH:
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ALL DISTURBED AREAS NOT RECEIVING GRAVEL OR PAVEMENT SHALL BE
m
m
AMENDED PER BMP T5.13. (IMPORT TOPSOIL AS NEEDED FOR RESTORATION).
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DOWNSPOUT & FOOTING DRAIN NOTES
1. NEW ROOF DOWNSPOUT DRAINS AS SHOWN SHALL BE TIED INTO EXISTING ROOF DRAINS
WHERE FOUND, AND ROUTED TO PROPOSED STORMWATER BMPS ON PLAN.
2. NEW FOUNDATION DRAINS SHALL BE TIED INTO EXISTING FOUNDATION DRAINS WHERE FOUND,
AND ROUTED TO PROPOSED STORMWATER SYSTEM AND DISCHARGE LOCATION.
DRIVEWAY SLOPE NOTES
1. EXCEPT WHERE MATCHING EXISTING PAVEMENT IN LAUREL STREET, THE MAXIMUM PROPOSED
DRIVEWAY GRADE ON THE SITE IS APROXIMATELY 5.2%. MAXIMUM ALLOWED DRIVEWAY GRADE
IS 14%. ANY REVISIONS IN GRADES FROM THE APPROVED PLAN SHALL NOT RESULT IN
DRIVEWAY GRADES MORE THAN 14%.
IMPERVIOUS AREA SUMMARY TABLE
DESCRIPTION AREA (SF)
TOTAL SITE AREA 9,895
HARD SURFACE SUMMARY
EXISTING HARD SURFACES TO BE REMOVED 812
EXISTING HARD SURFACES TO REMAIN 4,092
NEW+REPLACED HARD SURFACES 1,545
NOTE: NEW + REPLACED SURFACES LESS THAN 2,000sf
DRAINAGE REVIEW NOT REQUIRED
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
20
LEGEND
PROPERTY LINE
BUILDING SETBACK LINE
SILT FENCING
STORM LINE
FOUNDATION DRAIN LINE
DOWNSPOUT
CLEANOUT
HMA CLASS 1/2"
CEMENT CONCRETE (CL 3000)
CALL BEFORE
YOU D;G 811
UNDERGROUND SERVICE (USA)
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APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 8/20/2021
BY:
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CITY OF EDMONDS
.VELOPMENT SERVICE
DEPARTMENT
C3.00
PERMIT #BLD2021-0591
PORTION OF THE NE 1/4, NW 1/4, SEC. 25, TWP 27 N., RGE. 3 E., W.M.
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BEDDING MATERIAL {5/8" MINUS)
CRUSHED PER COE MOD 9-03A B.A.2
OR SUITABLE EXCAVATED MATERIAL AS
APPROVED BY CITY ENGINEER
(SEE NOTE 2 BELOW)
FOUNDATION (IF REQUIRED)
SEE NOTE 4
NOTES:
1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE
• 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER
■ O.D. PLUS 18» FOR PIPE LARGER THAN 12" NOMINAL DIAMETER
2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL
GRADATION AND ADDITIONAL INFORMATION.
3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557.
4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED
BY CITY ENGINEER.
REVISION DATE
CITY OF EDMONDS JANUARY 2U1a
TYPICAL TRENCH SECTION
PUBLIC WORKS STANDARD
DEPARTIALINIT DETAIL
APPROVED BY: R. ENGLISH G U — 40 0
12" AGGREGATE PER
GEOTECH RECOMMENDATIONS
PAVING OR SITE LANDSCAPE
(AS SHOWN PER PLAN)
SLOPE AWAY FROM STRUCTURE
WRAP W/ NON -WOVEN
FILTER FABRIC MIRAFI
140 N OR EQUAL
4" DIA. PERFORATED PVC D_R`
PIPE SURROUNDED W/ 4"
CLEAN PERMEABLE GRAVEL BACKFILL
FOR DRAINS PER WSDOT 9-03.14(4)/
DO NOT DISTURB
1:1 BEARING ZONE
EXTERIOR
FOUNDATION AND FLOORING
PER STRUCTURAL PLANS
2 FOUNDATION DRAIN DETAIL
N.T.S.
24" min.
Trench X-Section
slope
Plan View of Roof
to road
drainage system
x 10'
�vel trench
/perf pipe
NOT TO SCALE
Figure III-3.1.8
Perforated Stub -Out Connection
DEPARTMENT OF Revised December 2015
ECOLOGYPlease see http://Www.ecy.wa.gov/copynght.html for copyright notice Including permissions,
State of Washington limitation of liability, and disclaimer.
""--D SQUARES,
1" HIGH
1 /2" WIDE,
RAISED BORDER
10"
9
834"
00
Loll
N R
7» `V
7 3/4"
8"
15"
3 STORM DRAIN CLEANOUT DETAIL
- N.T.S.
24"
4 3/4"
TERMINUS
TINUATION
COMPRESSIBLE
BACKER ROD
BUILDING WALL
SEE ARCH PLANS
DOWNSPOUT PER
ARCH PLANS
I
1 /2" EXPANSION
JOINT
L'4
USE 45, 22 1 /2% OR 11 1/4"
BENDS TO CLEAR TOP OF
FOOTING. SEE STRUCTURAL
DWGS FOR FOOTING ELEVATIONS
CAST IRON
BELL & GRATE
PLAN VIEW
CLEANOUT
(WHERE SHOWN)
4" MIN PIPE
CONNECTION
PROVIDE REDUCER
AS REQUIRED
SEPARATE FOUNDATION
DRAIN
45° BENDS
1 DOWNSPOUT CONNECTION DETAIL
N.T.S.
ELEVATION VIEW
4 AREA DRAIN DETAIL
N.T.S.
FINISHED GRADE
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NOTES
1. AREA INLETS TO CONSTRUCTED FROM CONCRETE
PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS
OTHERWISE SHOWN ON THE PLANS OR NOTED IN
THE STANDARD SPECIFICATIONS.
2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE
SIZE DIAMETER PLUS AREA INLET WALL THICKNESS.
3. CONNECTION TO OUTLET PIPE TO BE MORTARED
AND MADE FLUSH WITH INSIDE OF THE AREA
INLET WALL.
4. CAST IRON BELL GRATE SHALL MEET THE
STRENGTH REQUIREMENTS OF FEDERAL
SPECIFICATION RR-F-621 D. THE GRATE SHALL
HAVE SLOTS (HOLES) THAT CONSTITUTE 50%
OPEN AREA FOR DRAINAGE. INLET BELL
SURFACE SHALL BE FINISHED TO ASSURE
NON -ROCKING FIT WITH ANY COVER POSITION.
BLD2021-0591
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 8/20/2021
BY: L�hvF
CITY EN_.. ISION
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Jul 16 2021
CITY OF EDMONDS
.VELOPMENT SERVICE
DEPARTMENT
C3.1 0
PERMIT #BLD2021-0591
PORTION OF THE NE 1/4, NW 1/4, SEC. 25, TWP 27 N., RGE. 3 E., W.M.
N
N
O 0
°
FOUND REBXR & /
CAP (29t39)
/ 59.94'
APPROXIMATE LOCATION OF EXISTING WATER SERVICE.
SERVICE LINE TO BE ADJUSTED AS NECESSARY TO AVOID
CONFLICTS AND MAINTAIN SERVICE TO RESIDENCE.
Per the Fire
Department, a fire
sprinkler system is
required; therefore, a
new meter and service
line will be required.
Any restoration
required from the
installation of the water
meter and water line
shall be completed by
the RE -USE EXISTING
contractor/homeowner TO BE PRO
and not the City of
Edmonds. Refer to the
plumbing code and the
City handout #E86 - �— W
Water Service Specs. \
1U.IE . EXISTING METER
kT,CURRENT LOCATION.
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ALLEY 12 00' (NOT OPEN)
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_ _ I I EXISTING RESIDENCE
� nor FIRST FLOOR EL=138.9
BASEMENT FLOOR^EL=129.4
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/ERHANG
I
All utilities are required to
be located underground.
See Utility Notes.
PROTECT EXISTING OVE WER AND LOW
VOLTAGE SERVICES TO ID RE-ESTABLISH
CONNECTIONS FOR RVICE TO RE NCE.
0 on nn \
ESTIMATED LOCATION OF EXISTING SIDE SEWER. PRESERVE
AND PROTECT EXISTING SIDE SEWER IF POSSIBLE. SEE SIDE
SEWER NOTES THIS SHEET. ANY WORK DONE ON SIDE SEWER
_ SHALL BE DONE UNDER SEPARATE SIDE SEWER PERMIT.
OHE 11T 'Tr U
-6H
rMAILBOXES
I ICI WATER W \
PROPOSED CROSSING OF STORM PIPE
co OVER EXISTING SIDE SEWER. SEE
Cn UTILITY NOTES THIS SHEET.
N
I 1 /
S I 8" ,�ONC SEWER _S_S
LAUREL STREET
A 12" Cast Iron Lamphole Cover with
1/2" hexbolts is required at the property
line (with the entire cleanout located in
the ROW). If a 6" cleanout does not
currently exist, a cleanout is required to
be installed.
FOUND REBAR &
AP 29539)
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731 LAUREL ST.
CB
RIM=138.77'
LAUREL STREET
0
HORIZ.
N
5 10
Scale In Feet
20
SIDE SEWER NOTES:
LATERAL (the portion from the
1. THE CITY'S PUBLIC WORKS DEPARTMENT WILL TV INSPECT THE EXISTING SIDE SEWER 0 property line to the City sewer main).
DETERMINE IF IT IS ACCEPTABLE FOR RE -USE. A 6" CLEANOUT WILL NEED TO BE MADE
ACCESSIBLE FOR CITY CREWS TO TV THE LINE. CONTRACTOR SHALL CONTACT THE CITY OF
EDMONDS ENGINEERING DIVISION AT engineeringpermits@edmondswa.gov TO SCHEDULE AN
INSPECTION. The contractor/homeower shall TV the existing side sewer (the portion of sewer
form the house to the property line) and the video shall be submitted to the City
for review and approval to re -use.
2. IF THE CITY DETERMINES THAT THE EXISTING-S�BE SEWER IS ACCEPTABLE, THE CONTRACTOR SHALL
POTHOLE EXISTING SIDE SEWER PRIOR TO CONSTRUCTION TO CONFIRM PIPE DEPTH AT CROSSING
LOCATIONS AND POC AT BUILDING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
CONFLICTS OR DISCREPANCIES DISCOVERED WHILE POTHOLING. PORTIONS OF THE EXISTING SIDE
SEWER MAY NEED TO BE REMOVED AND RE-LAID, IF DETERMINED BY THE ENGINEER, TO RESOLVE
THESE CONFLICTS. ALL NEW PIPE SHALL CONFORM TO CITY OF EDMONDS CONSTRUCTION STANDARDS.
3. IF IT IS DETERMINED THAT THE EXISTING SEWER LATERIAL CANNOT BE RE -USED, A NEW SEWER And existing sewer lateral
LATERAL CONNECTION AT THE SEWER MAIN SHALL BE CORE DRILLED OR CUT IN WITH A WYE. THE shall be 6" in diameter.
CONNECTION AT THE MAIN SHALL BE INSTALLED PER CITY OF EDMONDS STANDARDS WITH A ROMAC /
SADDLE OR EQUAL, OR CUT IN WITH A WYE. THE NEW SEWER LATERAL SHALL BE 6" IN DIAMETE ,
AND CAN BE REDUCED TO 4" ONCE ON PRIVATE PROPERTY. A 6" CLEANOUT IS REQUIRED AT THE
PROPERTY LINE. THE CLEANOUT SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH 1 /2" HEXBOLTS.
AN ADDITIONAL CLEANOUT IS REQUIRED AT 2' FROM THE HOUSE.
4. ALL WORK TO EXISTING SIDE SEWER OR NEW SIDE SEWER SHALL BE DONE UNDER A SEPARATE
SIDE SEWER PERMIT.
WATER SERVICE NOTE:
CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE EXISTING WATER METER, AS IT
IS INTENDED TO CONTINUE IN SERVICE TO THE RESIDENCE. IF THE EXISTING SERVICE
LINE IS FOUND TO BE IN CONFLICT WITH ANY PROPOSED CONSTRUCTION, THE
CONTRACTOR SHALL REMOVE AND REPLACE REQUIRED PORTIONS OF THE LINE IN
ACCORDANCE WITH CITY OF EDMONDS CONSTRUCTION STANDARDS.
UTILITY NOTES:
1. GAS SERVICE AND METER TO BE RELOCATED AS REQUIRED TO ACCOMODATE MODIFIED
RESIDENTIAL STRUCTURE. PERMITTING TO BE THROUGH PUGET SOUND ENERGY UNDER
SEPARATE PERMIT.
2. MODIFICATIONS TO ELECTRICAL POWER SERVICE TO BE PERMITTED SEPARATELY
THROUGH SNOHOMISH COUNTY PUD.
3. ALL UTILITIES ARE REQUIRED TO BE UNDERGROUND. A MINIMUM OF 3' SEPARATION IS
REQUIRED BETWEEN DRY UTILITIES AND SEWER, WATER, OR STORM UTILITIES. A MINIMUM
OF 5' SEPARATION IS REQUIRED BETWEEN DRY UTILITIES AND ANY CITY MAIN LINES.
LEGEND
PROPERTY LINE
BUILDING SETBACK LINE
CEMENT CONCRETE (CL 3000)
CALL BEFORE
YOU D;G 811
UNDERGROUND SERVICE (USA)
0
BLD2021-0591
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 8/20/22021
BY:.F
CITY EIVVIIVCCICIIvh uIVISION
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Jul 16 2021
CITY OF EDMONDS
.VELOPMENT SERVICE
DEPARTMENT
C4.00
PERMIT #BLD2021-0591