APPROVED PLN ENG RESUB 1-BLD2023-0253+Site_Plan+6.20.2023_11.34.40_AM+3619154LEGAL DESCRIPTION
LOT 9, BRACKETT'S RESERVE, ACCORDING THE THE PLAT THEREOF RECORDED UNDER
RECORDING NUMBER ____--------- RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE /N THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
BASIS OF BEARINGS
HELD A BEARING OF NORTH 8945'00" EAST ALONG THE MONUMENTED CENTERLINE OF
240TH ST SW PER PLAT OF EDMUNDS HIGHLANDS.
HORIZONTAL DATUM
NAD '83/'07 PER SNOHOMISH COUNTY MONUMENT DESIGNATION 1379 AT THE
SOUTHWEST CORNER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M
VERTICAL DATUM
NAVD '88 AS VERIFIED TO SNOHOMISH COUNTY CONTROL POINT 25.
BENCH MARK
SNOHOMISH COUNTY CONTROL POINT 25 FOUND INVERTED NAIL /N CONCRETE
MONUMENT DOWN 1.0' IN CASE AT THE CENTERLINE OF 236TH ST SW AT THE
INTERSECTION WI TH 92ND A VE W.
ELEVA TION. 442. 74'
IBM A'
AT FOUND X' IN 1-112" BRASS DISK STAMPED "WSl 16916" IN 4'X4"
CONCRETE MONUMENT DOWN 0.4' IN CASE LOCATED AT THE INTERSECTION OF
240TH ST SW & 92ND AVE W.
ELEVA TION: 429.50'
IBM B'
AT FOUND X' IN 1 3/4" BRASS DISK /N 4'X4" CONCRETE MONUMENT DOWN
0.3' IN CASE LOCATED AT THE CENTERLINE RIGHT-OF-WAY FOR 240TH ST SW,
SOUTH OF HOUSE NO. 9019.
ELEVA TION. 455. 40'
APPROVED BY PLANNING
Jul 24 2023
A separate permit is required for all fencing.
Zone
Setbacks;
Street
Side
Side
Rear
Height
Corner N Flag ' N '
Required Actual
I r" \ A / --� I ti'
Lo,2U,--„
-- -
I/TILITY NOTE
'-L NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
CONSTRUCTION NOTE
APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS
IN CITY RIGHT—OF—WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE
PERMITTED PROJECT.
EASEMENT NOTE
ALL EASEMENTS SHOWN ON THESE PLANS WILL BE RECORDED W/ TH THE PLAT.
ELECTRIC VEHICLE CHARGING STATION NOTE
THE VEHICLE PARKING SPACE WITHIN THE GARAGE SHALL BE ELECTRIC VEHICLE READY.
THE GARAGE SHALL INCLUDE A FULL Y— WIRED CIRCUIT WITH LEVEL H OR LEVEL III
(PER ECDC 1 Z 115) ELECTRICAL VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION
POINT, INCLUDING CONDUIT AND WIRING AND THE ELECTRICAL SERVICE CAPACITY
(208 V140 AMP MINIMUM) NECESSARY TO SERVE THE RECEPTABLE, THAT ALLOWS FOR
FUTURE INSTALLATION OF AN ELECTRICAL VEHICLE CHARGING STATION.
SE1/4, SEC 31, TWP 27N, RGE 4E, W.M.
8)M CKETTffS RESERVE -LOT 9
SITE DEVELOPMENT PLANS
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EDMUNDS II
SCHOOL II
DISTRICT 15
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SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
BLOCK 12
HANBURY'S SOUND VIEW TRAC�S
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VILLAGER
TRACT 999 REC. NO. 8112285001
OPEN SPACE
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- — — - 'IBM A' 0 240TH ST SW
ELEV.=429.50' — — — (PUBLIC)
FIRE HYDRANT
(TO BE INSTALLED
AS PART OF
BRACKETS RESERVE)
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EDMUNDS HIGHLANDS
REC. NO, 200404125344
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ELEV.=455.40'
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
BLD2023-0253
4
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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PROJECT TEAM Z
OWNER/APPLICANT LANDSCAPE
PACIFIC RIDGE - DRH, LLC CRAMER DESIGN CONSULTANTS, INC.
17921 BOTHELL-EVERETT HWY,, SUITE 100 1909 242ND ST SE
BOTHELL, WA 98012 BOTHELL, WA 98012 \
(425) 939-1162 (425) 241-6258
CONTACT. JEFF WEGENER CONTACT.- GAYLE CRAMER 'w
JLWEGENER@PACIFICRIDGEHOMES.COM CDCLSA@FRONTIER.COM %
CIVIL ENGINEER GEOTECHN/CAL O
RAM ENGINEERING, INC. EARTH SOLUTIONS NW, LLC J
16531 13TH AVE W, SUITE A 108 1805 136 TH PL NE, SUITE 201
L YNNWOOD, WA 98037 BELLEVUE, WA 98005 1
(425) 578-6950 (425) 284-3300
CONTACT. ROB L. LONG, PE CONTACT.- HENRY WRIGHT, PE L
ROBL@RAMENG/NEERING/NC. COM HENRY. WR/GHTOEARTHSOLUTIONSNW. COM w
SURVEYOR I z
AXIS SURVEY & MAPPING cc M
15241 NE 90TH ST L 1A
REDMOND, WA 98052 O A;
(425) 823-57 VI ,O\
CONTACT- TRAVIS BRADLEY, PLS
IRA VIS@AXISMAP. COM
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SITE DA TA Q
SITE ADDRESS. 23906 91 ST PL W, EDMONDS, WA 98026 Q
TAX ACCOUNT NUMBER(S): 00463301300400, 00463301300301,
00463301300303, 00463JO120040J O
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AGENCIES/UTILITIES L4 V y
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JURISDICTION CITY OF EDMONDS
STORM DISTRICT CITY OF EDMONDS 0 WATER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT
SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 Q
FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 Q
TELEPHONE Z/PLEY
ELECTRICAL SNOHOMISH COUNTY PUD NO. 1
GAS PSE 40
GARBAGE REPUBLIC SERVICE
SHEET INDEX C�
SITE DEVELOPMENT PLANS
2 TP-01 SITE DEVELOPMENT PLAN
3 GN-01 GENERAL NOTES & DETAILS
RETAINING WALL PLANS
(TO BE CONSTRUCTED AS PART OF BRACKETTS RESERVE PLAT - PLN2021-0037)
W1 LOCK & LOAD WALL DESIGNS & NOTES
W2 MODULAR BLOCK WALL DESIGN & NOTES
W3 ROCKERY DESIGNS & NOTES
RES U B
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
i
Know whays below.
Callbefore you dig.
ELD2023-0253
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jd1 WkAt",eot 07/07/2023
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BY
CITY ENGINEERING DIVISION
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38608 �'CL!
CISTI g�
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110//4/23
ENGINEER.
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA TE.• SCALE.•
211412J AS NOTED
JOB NO:
20-024
SHEET:
CV-01
SHT I OF 3
SE1/4, SEC 31, TWP 27N, RGE 4E, W.M.
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
Fn.
I I I III
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I II
INSPECTION REQUIRED I I I I I JOINT UTILITY
PRIOR TO BACK FILL I I I"
EASEMENT
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I I I CONSTRUCT STABILIZED TEMPORARY
.. TOP 465.2 I CONSTRUCTION ENTRANCE PER CITY
TOE 455.8 9' 4 I I I I OF EDMONDS STD DWG NO ER-901
TOP 465.2 I I I I (SEE DETAIL ON SHT GN-01)
I
� I 9.4 TOE 455.8 1 DRY UTIL/T/ES
N89 45'00' E 100.00'
• I III II I IB
12 18" ROOF EAVE II
(SEE NOTE THIS SHEET) II
I II II
BSBL III GARAGE
(TYP) I FF 455.80
III II III
I II I I
10' CONC III II
a PATIO
27' 5,000 SF 4" PVC FOOTING III
DRAIN TIGHTLINEPROPOSED HOUSE
2 LOWER FF 457 30 1.09 MIN II
4" PVC SIDE SEWER
I II @ 2.09 MIN SLOPE
CONNECT TO SS STUB
lE 451.Of SSCO
HEAT lE 454.3E
II PUMP OVWSD SEWER SYSTEM
SOCO
ALL EXPOSED SURFACES TO lE 454.0t
C III BE COVERED WITHIN 2 DAYS
D
- - -454 - -
N89 45'00 E 100.00'
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
I OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
BUILDING HEIGHT
CALCULATIONS (AOG)
SPOT ELEVA TIONS FOR HEIGHT CALCULATIONS.•
ELEVA TION A:
466.89
ELEVA TION B.
467.49
ELEVA TION C.
467.58
ELEVA TION D:
466.07
TO TAL: =
1, 868.03
AVERAGE ORIGINAL GRADE (AOG,)
= 467.01
FINISHED FLOOR =
457.30
ROOF A T RIDGE =
487.43
ALLOWABLE BUILDING HEIGHT =
492.01
PER CITY OF EDMONDS
(467.01 + 25 FT)
DATUM REFERENCE NOTE.•
SEE SHEET CV-01 (SHEET 1) FOR
BENCHMARK
LOCA T/ON & DESCRIPTION.
LOT COVERAGE
*TOTAL NET PROJECT AREA: 89,190 SF
*ALLOWABLE COVERAGE (351): 31,217 SF
COVERAGE ALLOCATED TO EACH LOT 2,838 SF
(31,217 SF/11 LOTS)
LOT 9 ONLY
ACTUAL LOT COVERAGE. 2,056 SF
(HOUSE, COVERED DECK & GARAGE)
*THIS LOT IS PART OF A CONSERVATION PLAT
(BRACKET'S RESERVE PLN2021-0039). WHERE LOT
COVERAGE IS CALCULATED BASED ON THE TOTAL
NET PROJECT AREA ACROSS THE PARENT LOT.
FILTER FABRIC FENCE PER
CITY OF EDMONDS STD
DWG NO. ER-900
• I� (SEE DETAIL ON SHT GN-Ol)
INSTALL FOUNDATION/FOOTING DRAIN
ALONG BUILDING PER/METER FOOTINGS
PER FOOTING DRAIN DETAIL BY EARTH
SOLUTIONS NW ON SHEET GN-01
�1a
INSTALL 1-1/2" PE (160 PSI) SERVICE J/
LINE FROM WATER METER TO HOUSE.
TRACER WIRE TO BE INSTALLED
WITH WATER LINE.
(1 " WA TER SERVICE & METER TO BE
INSTALLED AS PART OF BRACKET'S
RESERVE PLA T.)
10' PRIVATE DRAINAGE
I EASEMENT TO BENEFIT
OVWSD WATER SYSTEM LOTS 8, 9 & 10
FOOTING DRAINS NOT
TO BE TIED INTO
DETENTION SYSTEM
SFR APPROVED TO DISCHARGE UP TO 2800 SQFT OF HARD
SURFACE TO PLAT DETENTION SYSTEM
IMPERVIOUS AREAS
BLD2023-0069
LOT 9
HOUSE+COVERED D/W, PA T70, PORCH, WALK 2,246 SF
(ROOF LINE)
UNCOVERED PATIO AND WALK 150 SF
UNCOVERED DRIVEWAY 400 SF
TOTAL = 2,796 SF
STORMWATER CONTROL SUMMARY
PROJECT S/TE CA TEGOR K CA TEGORY 2
DISCHARGE LOCATION: CITY MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)
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16.89�
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5' FG I 3
i Z INS ALLED 2' X 2' DRYWELL
W77f 3/4" TO 1-1/2" DRAIN
RO K FOR FOOTING DRAIN
GO NEC77ON II(2' MIN TPTh)
4 VC ROOT ,,51AIN
TIGHTLINE ® 1.0Z MINA
CONNECT TO SD STUB
lE 451.0E
- -- 1=
FG
]�' ROW 120'
1' 11
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Frontage improvements per PLN2021-0037
shall be completed prior to construction final of
new SFR.
TYPE OF AREA
LOT 9 ONLY
SQUARE
FOOTAGE
STORM WA TER
FACILITY
LAWN AND LANDSCAPE
2,204 SF
SOIL AMENDMENTS
ROOFS
2,246 SF
DETENTION VAULT
HARD SURFACES
25% RET TOFI T
550 SF
0 SF
DETENTION VAULT
N.A.
PROJECT CLASS/FICA T/ON
PROJECT CLASSIFICA TION: CA TEGORY 2
EDMONDS WATERSHED BASIN: EDMONDS WAY
FLOW CONTROL STANDARD: DETENTION VAULT (MR 7 FLOW CONTROL)
STORMWA TER BMPS, • POST CONSTRUCTION SOIL AMENDMENT (T5.13)
•
•
�N
SCALE: 1 " = 10'
0 5 10 20
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>- ALL PUBLIC ROAD IMPROVEMENTS
& UTILITY STUBS ARE TO BE
CONSTRUCTED AS PART OF
BRA CKETT'S RESERVE PLAT
(PLN2021- 0037)
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
UTILITY SEPARATION REQUIREMENTS
WA TER
• 18" MINIMUM COVER FOR WATER SERVICES
• 3' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER SERVICES
AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND
WA TER MAINS OR SERVICES.
• 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR
CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL
OTHER UTILITIES, EXCEPT SANITARY SEWER.
SANITARY SEWER
• 2' MINIMUM COVER FOR SIDE SEWERS & LATERALS
• 5' MINIMUM HORIZONTAL SEPARATION BETWEEN SANI TAR Y SEWER
AND ALL OTHER UTILITIES, EXCEPT WATER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND
WATER MAINS OR SERVICES.
• 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR
CROSSINGS, BETWEEN SANITARY SEWER AND ALL OTHER UTILITIES,
EXCEPT WATER.
• 18" MINIMUM VERTICAL SEPARATION BETWEEN WA TER AND SEWER;
SEWER LAID BELOW WA TER.
STORM
• 2' MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUCTILE IRON
PIPE IS USED.
• 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL
OTHER UTILITIES.
OUTSIDE AGENCY UTLI TIES
• 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE,
CABLE TV SERVICE AND CONDUCTORS.
• 36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM.
TESC INSTALLATION / MAINTENANCE NOTES
1. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS,
EDMONDS STANDARD DETAILS, AND THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR
MAINTENANCE AND ADJUSTMENTS TO TESC MEASURES AS NEEDED.
2. CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND MAINTAINED ON ALL CATCH
BASINS CONSTRUCTED AS PART OF PLAT AND ALL EXISTING CATCH BASINS W1 THIN
500 FEET OF THE CONSTRUCTION AREA.
J. ADDITIONAL FILTER FABRIC FENCING SHALL BE ADDED AS NEEDED. FENCING TO BE
INSTALLED PER CITY OF EDMONDS STD DETAIL ER-900 (SEE DETAIL ON SHT GN-01).
4. STOCKPILE SHALL TO STABILIZED BY PLASTIC COVERING. THE EXPOSED SOILS SHALL
BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL
REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30
AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEP TEMBER 30).
5. ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER CITY OF EDMONDS STD DETAIL
SD-642. (SEE DETAIL ON SHT GN-01).
TESC NOTES
1. ESC MIN/MUM REQUIREMENT -CONSTRUCTION ACCESS ROUT, CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER
PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK
TO M/NIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE,
THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS
BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS.
STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
2. ESC MIN/MUM REQUIREMENT-STAB/L/ZAT/ON OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES
SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED, SOD, HYDROSEEDING, OR
OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED /N
ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE.
(TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND
NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
J. ESC MIN/MUM REQUIREMENT -PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED
FROM SEDIMENT DEPOSITION BY APPROPR/ATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
DIKES OR MULCHING, OR BY A COMB/NATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS.
4. ESC MIN/MUM REQUIREMENT- MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY
INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL.
5. ESC MIN/MUM REQUIREMENT -OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO M/T/GATE THE
EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT- UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF
UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING. -
EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS;
b. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT W/TH SAFETY AND SPACE CONSIDERATIONS SHALL
BE PLACED ON THE UPHILL SIDE OF TRENCHES;
C. TRENCH DEWATER/NG SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER
ACCEPTABLE MEANS);
d. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
e. DAILY CLEANUP AND STREET MAINTENANCE.
7. ADDITIONAL ESC MIN/MUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT
THAT INCLUDED LAND DISTURBING ACTIVITIES OF GREATER THEN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING
THE MIN/MUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY W/TH ESC REQUIREMENTS LISTED BELOW.
8. ESC MIN/MUM REQUIREMENT- DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS
AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES
9. ESC MINIMUM REQUIREMENT -SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS
THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS,
PER/METER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE
CONSTRUCTED AS A FIRST STEP /N GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING
ACTI VI TIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND
MULCHED ACCORDING TO AN APPROVED TIMETABLE.
10. ESC MIN/MUM REQUIREMENT -CUT AND FILL SLOPES CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN
A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC
REQUIREMENT NO. 2.
11. ESC MIN/MUM REQUIREMENT -CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM
DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK
FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE.
12. ESC MINIMUM REQUIREMENT -STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS ALL TEMPORARY
ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM
THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION.
STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM
REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS.
13. ESC MINIMUM REQUIREMENT -STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING
CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
14. ESC MIN/MUM REQUIREMENT -REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS
SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS
ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS
RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED.
15. EROSION AND SEDIMENT CONTROL REQUIREMENT-DEWATER/NG CONSTRUCTION SITES. DEWATER/NG SYSTEMS SHALL
DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND.
16. EROSION AND SEDIMENT CONTROL REQUIREMENT -CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION
SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED
AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
1Z EROSION AND SEDIMENT CONTROL REQUIREMENT -FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER
APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995]..
ALL SHORT PLAT IMPROVEMENTS SHALL BE
COMPLETED PRIOR TO FINAL APPROVAL OF THE
SINGLE FAMILY RESIDENCE, UNLESS APPROVED
OTHERWISE BY THE CITY'S ENGINEERING DIVISION.
BUILDING EAVE NOTE
ROOF EAVES FOR THIS BUILDING ARE 12"-18" TYPICAL. SEE
ARCH/ TECTUAL PLANS FOR DETAILED DIMENSIONS. EAVES MAY
PROJECT NO MORE THAN 30" INTO REQUIRED BUILDING SETBACKS.
GRADING QUANTITIES
CUT • f 100 CU YDS
FILL: f 100 CU YDS
1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES
POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE
WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH.
2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE
IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE
AGREEMENT IS REQUIRED.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
I
KIIOW Whats below.
Call before you dig.
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0253
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jdl W441t� 07/07/2023
VV
BY
CITY ENGINEERING DIVISION
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
36508 CL!
ISTEg�'9
\SSIO>\re 1.��
110/14123
ENGINEER.
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA TE.• SCALE.•
211412J AS NOTED
JOB NO:
20-024
SHEET
SP-0 1
SHT 2 OF 3
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
-
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0
I
N
NATIVE BACKFILL MATERIAL 8"
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS
Mi
WIRE MESH FENCE
o TO SUPPORT FILTER
I FABRIC
N
771
\\/10
BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
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
STANDARD
PUBLIC WORKS
DEPARTMENT
DETAIL
\s } g
E R - 9 00
APPROVED BY: R. ENGLISH
Lv
z
J
BUILDING
BUILDING 1 w
CLEANOUT NOT D_ z
TO EXCEED 3FT 10 -
FROM CLEANOUT WITH 45' a -
FOUNDATION BEND AND CAP
---, Uli
,--GENERAL CLEANOUT----..:
NOT TO EXCEED 100'
BETWEEN CLEANOUTS
CLEANOUT (WYE W/ CAP
& LAMPHOLE COVER)
� 12 LAMPHOLE COVER
w TO MATCH EXISTING
C H GRADE
D_
12" PVC
SLEEVE
6" RISER
" WYE AND
45• BEND
_ 6" DISTRICT STUB
4" OR 6"
SIDE SEWER
r12" CLEANOUT DETAIL AT
ASPHALT SURFACE PROPERTY LINE & BUILDING
LAMPHOLE COVER
6" RISER
12" PVC SLEEVE
PVC CAP. REMOVE NOTE:
GASKET PRIOR TO
INSTALLATION. SIDE SEWER JOINTS SHALL BE
TYPICAL CLEANOUT GASKETED
UNDER ASPHALT
OLYMPIC VIEW WATER & SEWER DISTRICT
REVISIONS STANDARD DETAIL
OLYMPIC VIEW
SEWER CLEANOUT DETAIL
DATE SCALE DWG NO. 11 /18/21 NTS S-3
SE 1/4, SEC 31, TWP 27N, RGE 4E, W.M.
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
_LS
a
TH
IN
DE FULL WIDTH
3RES5/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/Oft INTO THE PUBLIC RIGHT-OF-WAY_
O2 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
_ REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
s p g 9d APPROVED BY: R. ENGLISH E R- 9 01
UNDISTURBED PLANTS UNDISTURBED TURF (LAWN)
(SEE NOTE 1) AREAS (SEE NOTE 1)
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
PLANTING BEDS
2" ORGANIC MULCH
UNDISTURBED
TURF/LAWN/LANDSCAPE
UNDISTURBED NATIVE SOIL
STEEP SLOPE NOTE:
AMENDED SOILS SHOULD NOT BE
INSTALLED ON FINISHED SLOPES
EXCEEDING 33%. AREAS EXCEEDING
33% SHALL BE STABILIZED PER THE
TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD.
�III�! HII�Ih�fIk�I�l[tal�ll
0� GRASS: SEED OR SOD
L I
3" OF COMPOST
-�
II1II T TI1T1 I
II TJ1EII Tr="III1ITI
1,75" OF COMPOST INCORPORATED
INCORPORATED INTO 5" OF
SITE SOIL (TOTAL AMENDED=
1111
I II I iI I III -II I
Ali
I I 1€ I IIII I II I
1N70 6.25 OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9.5", FOR A
DEPTH OF 9.5", FORA
SETTLED DEPTH OF 8")
I _ -11�T=III
III III I�IIII
II T�II-T_=III=T_ I
Il�lrll II�II II
-N-1
SETTLED DEPTH OF 8")
I I 1-1I I-11- 1 1-11 �i 11
I�Ilbll III III
1151 I��I-lllll
1-111�TT-1I I
11 II 111 III II ll
SUBSOIL SCARIFIED 4" BELOW
1 `
„ a"
\
'
I'
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
�T�
_'
/
(12" BELOW SOIL SURFACE)
OPTION 2
AMEND IN PLACE OR STOCKPILE
AND AMEND
GENERAL NOTES:
PLANTING BEDS
TURF (LAWN) AREAS
1. AREAS OF NO DISTURBANCE
2" ORGANIC
/�
hI
GRASS: SEED
SHALL AND NG
VEGETABONFAND EDOIL SHALTTI
BE
MULCH
��i/��,���/���
p"
OR SOD
PROTECTED FROM CONSTRUCTION
ILIII�`�TIII1f11III=III
i t i1 I I1 I I\III\III1 I
I1
lI11I11I11I11I1=III
III1 1 11 I I\I I I� I I\III\I I I
IMPACTS.
6" IMPORTED
I I-1 I I-1 I I-1 I I-1 I I-1 I I-1
111111111 1111111111111111 1 111111
-----
I I
I-1 I L-1 I I-1 I I-1 I[-1 I I-11 I
1111111111111111 1111111111I 1
-----
6" IMPORTED
2. TO MEASURE SETTLED DEPTH,
WATER SOIL SUFFICIENTLY TO
TOPSOIL MIX
III -III -III -Ili -III -III-
=III -III -III -III -III -I
=i
TOPSOIL MIX
FULLY SATURATE WITHOUT
(COMPACTED
I=1 T 1=1 I1=1I 1=1 1-1 T 1=1
lit 111 III III III III
I
11-11 1-11 1 1 1=1 1 1I
IIIAII III IIHII III -III
(COMPACTED
CAUSING EROSION.
DEPTH)
IIIIIII 1 1
IIIIII
5"
Iil El IHIII� III
DEPTH)
IHIIIIIIIIII
I
iIIITIHIII11
- 1
3. COMPOST SHALL MEET SPEC.
IL
I_
REQUIREMENTS IN THE 2017
SUBSOIL IS
\\
SUBSOIL IS
EDMONDS STORMWATER
ADDENDUM (CHECKLIST 7).
SCARIFIED 6"
�/� %
/
\/� I
/Al
SCARIFIED 6"
EL
IMPORTOED
/\
r/�y /�/
BELOW
MPORTED
4. COMPACTION OF TOPSOIL (WHERE
TOPSOIL MIX'/
/
12"'TOPSOIL
MIX
REQUIRED) TO BE TO 85% (MAX)
-
I
OF THE MAXIMUM DRY DENSITY
OPTION J'
IMPORT TOPSOIL
PER MODIFIED PROCTOR TEST
(ASTM D1557).
R
POST CONSTRUCTION SOIL
P1RL 2021E
CITY OF
EDMONDS
QUALITY AND DEPTH
PUBLIC
WORKS
STANDARD
DEPARTMENT
DETAIL
FSt 189�
APPROVED BY: R. ENGLISH
SD-642
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 15
ONE-THIRD FULL,
3. CITY INSPECTION REQUIRED ON ALL I
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
_ REVISION DATE
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH EIR-902
NOTES:
•
Do NOT tie roof downspouts
t0 Footing Drain.
•
Surface Seal to consist of
12" of less permeable, suitable
soil. Slope away from building.
LEGEND:
Seal: native soil or
FSurface
other low -permeability material.
�•r•r•r•r
1-inch Drain Rock
Perforated Rigid Drain Pipe
(Surround in Drain Rock)
NOTIFY
SOUTH SCHEMATIC ONLY - NOT TO SCALE
NOT A CONSTRUCTION DRAWING
DISTRIC
Drwn. MRS Date 06/17/2021 Proj. No. 7610.01
Checked HTW Date June 2021 Plate 4
6" MIN DEPTH
SET DEPTH AS REQ D FOR POSITIVE
FLOW FROM WALL/HOUSE FOOTING DRAIN
filter fabric compacted backfill
6' .I I
,� :rya y�.•i•;y - ... .
�W
`. :.r�s.r_�.z.r:
Washed rock 1 %2" - 3/4"
24" --
FOOTING DRAIN DRYWELL TRENCH
NOT TO SCALE
:EPORT TO OVWSD
OVWSD AND
.,OUNTY FIRE
T
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD
PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL
MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS.-
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
2012 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON (AS AMENDED IN DECEMBER 2014)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD
DETAILS, UNLESS NOTED OTHERWISE
J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBS/TE WHENEVER CONSTRUCTION /S /N PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF 'AS -BUILT"
DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR
SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS
SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING
OCCUPANCY/FINAL PROJECT APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS
BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT /S THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND
PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE 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
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES
PRESENTED ON THESE DRAW/NGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT AR/SE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE
UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK
AND SHALL NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL
THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED /N
STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT
GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT /S TO BE
PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY
EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE
SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL /S
PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER
GEOTECHNICAL REPORT.
15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED
AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES
16. SEE ARCH/TECTURAL DRAWINGS FOR PER/METER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE
INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE
INDICATED ON THE PLANS
17. ALL REQUIRED STORMWA TER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF
ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
18. ALL ROOF DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM
DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM
OR INDIVIDUAL DRYWELLS.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE
IMPROVEMENTS INDICATED ON THESE DRAWINGS.
21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO
FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO TO OLYMPIC VIEW WATER & SEWER DISTRICT, A COPY OF THE
BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO - - LED
BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY
THEREAFTER.
22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE
EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION /N ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND
STANDARDS.
23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE
METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION
CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE
STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK
MATERIALS ARE REQUIRED.
26. SLOPE OF FIN/SHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MIN/MUM 59 SLOPE FOR A MIN/MUM DISTANCE
OF 10 FEET.
28. 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.
29. CONTRACTOR SHALL NOTIFY OVWSD &BOUNTY COUNTY FIRE &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.
30. 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
UTILI TIES.
31. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
32. EXISTING UTILITY LINES /N SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT
CONTRACTORS EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNERS REPRESENTATIVE
PRIOR TO BACKF/LL/NG.
33. 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 OWNER'S
REPRESENTATIVE AND CITY.
34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 959:
COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
36. WHERE NEW PIPE CLEARS AN EX/STING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM
AS A CUSHION BETWEEN THE UTILITIES.
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL
PRIOR TO INSTALLATION.
RESUB
Jun 20 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
•
i
EIIIOW whays b010W.
Call before you dig.
ELD2023-0253
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: APPROVED AS NOTED
Jd1 WA R 07/07/2023
VV
BY
CITY ENGINEERING DIVISION
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
� pF WA
d
-.138508 CL! �GISTEg�'9
\SSIONTA 1.
01//,1/23
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA TE.• SCALE.•
211412J AS NOTED
JOB NO:
20-024
SHEET.•
GN-01
SHT 3 OF 3