APPROVED ENG PLN RESUB 1-BLD2023-0070+Site_Plan+5.8.2023_10.15.25_AM+3530358LEGAL DESCRIPTION
LOT 2, 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 EDMONDS 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'
TBM A'
AT FOUND X' IN 1-112" BRASS DISK STAMPED "WSI 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'
TBM 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'
I
I� N89 45'00 "E 2 1. 91, /
II
r o
--� — — — — —— o
II 7.5'�
II 1 j o
II
II 1 I APPROVED BY PLANNING o
II I N89 45'00'E 83.71'
Jun 07 2023 _
II L
II Approved for setbacks pre-recorded plat.
II See sheet SP-01 for setbacks with 1
II I subdivision layout. 1
II o I
I� W1 7.5'
II of � 1
I o
�I o BUILDING
SETBACK
II LINE (TYP)
II
+ f 7.5' I �
II I �
II 30.5
II I I I
li 1I I�
'I
\N N89 45'00 E 293.55'
I ® —
240TH-ST--SW ------------------
(PUBLIC) W — — — - — -
----------------- /^1 /--
L O T CO VERA GE (PRE -DE VEL OPED)
GROSS LOT AREA: 107,474 SF
ALLOWABLE COVERAGE (359) 37,616 SF
HOUSE, COVERED PAT10/PORCH & GARAGE 1,869 SF
PERCENT COVERAGE 1. 74Z
PRE-RECORDED PLAT
LOT COVERAGE / BSBL COMPLIANCE DETAIL
SCALE: 1" = 60'
SE1/4, SEC 31, TWP 27N, RGE 4E, W.M.
il)M CKETTffS RESERVE -LOT Z
SITE DEVELOPMENT PLANS
I I
BLOCK 12 L
HA BURY'S SOUND VIEW TRACTS
V. 7 / PG.20 I
LOT 5 I LOT 4
EDMONDS
SCHOOL
DISTRICT 15
EXISTING
FIRE
HYDRANT
EASEMENT NOTE
ALL EASEMENTS SHOWN ON THESE PLANS WILL BE RECORDED W17H 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 W/TH LEVEL H OR LEVEL III
(PER ECDC 17.115) ELECTRICAL VEHICLE CHARGING RECEPTACLE OUTLET OR TERMINATION
POINT, INCLUDING CONDUIT AND WRING 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.
I / /
HIGHLANDS
?00404125344
TBM B' 0
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.
UTILITY NOTE
ALL NEW UT/LI TIES 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
PERM/TIED PROJECT.
4
VICINITY MAP
NOT TO SCALE
ill,
SCALE. 1" = 30'
0 15 30 60
PROJECT TEAM
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
JLWEGENER@PACIFICRIDGEHOMES.COM CDCLSA@FRONTIER.COM
CIVIL ENGINEER GEOTECHN/CAL
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
RAM ENGINEERING, INC. EARTH SOLUTIONS NW, LLC
16531 13TH AVE W, SUITE A 108 1805 136 TH PL NE, SUITE 201
L YNNWOOD, WA 98037 BELLEVUE, WA 98005
(425) 578-6950 (425) 284-3300
CONTACT. ROB L. LONG, PE CONTACT.- HENRY WRIGHT, PE
ROBL@RAMENG/NEERING/NC. COM HENRY. WR/GHTOEARTHSOLUTIONSNW. COM
SURVEYOR I 111111ft
AXIS SURVEY & MAPPING
15241 NE 90TH ST
REDMOND, WA 98052 W
(425) 823-5700
CONTACT- TRAVIS BRADLEY, PLS
TRA VIS@AXISMAP. COM
SITE DA TA k
SITE ADDRESS. 23909 91 ST PL W, EDMONDS, WA
TAX ACCOUNT NUMBER(S): XXXXXX O
AGENCIES/UTILITIES
JURISDICTION CITY OF EDMONDS
STORM DISTRICT CITY OF EDMONDS
WATER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT
SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15
FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1
TELEPHONE ZIPLEY
ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 RES U B
GAS PSE
GARBAGE REPUBLIC SERVICE May 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET INDEX
SITE DEVELOPMENT PLANS
1 SP-O 1 COVER SHEET
2 TP-01 SITE DEVELOPMENT PLAN
3 GN-01 GENERAL NOTES & DETAILS
RETAINING WALL PLANS
(TO BE CONSTRUCTED AS PART OF BRACKETT'S RESERVE PLAT - PLN2021-0037)
W1 LOCK & LOAD WALL DESIGNS & NOTES
W2 MODULAR BLOCK WALL DESIGN & NOTES
W3 ROCKERY DESIGNS & NOTES
BLD2023-0070
I
Know whays below.
Call before you dig.
BLD2023-0070
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: _ --- _ -- - - ' DTED
16/20/2022
BY
CITY ENGINEERING DIVISION
)`I:
m :.'E
Ma
�OY WASV,
38608CL!
Z
ENGINEER.
ROB L. LONG, PE
DRA WN B K
MIKE MORRIS
ISSUE DA TE.• SCALE.•
11122122 AS NOTED
JOB NO:
20-024
SHEET:
CV-01
SHT I OF 3
I
I
I
INSTALL TEMPORARY SEDIMENT TRAP
FOR CATCH BASINS PER CITY OF
I
EDMONDS STD DWG NO ER-902
I
I
(SEE DETAIL ON SHT GN-01)
I
I
I
I
I 10' JOINT
UT/L/ TY
I I
I
I
EASEMENT
I
I
;z_
J
45
�r=
SE1/4, SEC 31, TWP 27N, RGE 4E, W.M.
INSPECTION REQUIRED
PRIOR TO BACK FILL
3 ALL EXPOSED SURFACES TO
BE COVERED WITHIN 2 DAYS
CONSTRUCT STABILIZED TEMPORARY
CONSTRUCTION ENTRANCE PER CITY ALL CONCRETE BLOCK WALLS ARE
OF EDMONDS STD DWG NO ER-901 TO BE CONSTRUCTED AS PART OF
(SEE DETAIL ON SHT GN-01)
BRACKETT'S RESERVE PLAT
CONSTRUCTION (PLN2021-0037) I •
�T-- L
f DRY UTILITIES TOP 458.8
TOP 453.7 3 9 5. 1 TOE 453.7
TOE 449.8
N89 45'00' E 100.00'
-
---
III
�
9.5
I
ALL PUBLIC ROAD 1,1PROVE NTS
& UTILITY STUBS SHILL BE
CONSTRUCTED/INSTALLED A I
PART OF BRACKETT'S RESER VE III
PLAT (PLN2021-0037)
III
m
O
I n
- 448 3- 3
447 7 '^
ZI
a a a
11 10.
Ia
01 2
'
III
�29
II OVWSD SEWER SYSTEM
II
11 U,
11 GARAGE o I I I PUMP
FF 450.22
4" PVC SIDE SEWER
7 @ 2.0MIN SLOPE
CONNECT TO SS STUB
-29 I lE 443.5E 2
450.1 4,800 SF
SSCO G I HOUSE. PROPOSED III _
INSTALL-,$ 2' X 2' DRYWELL
LOWER FF 450.4
\ III lE 447.3E I I I
III
WITH 314" TO 1-112" DRAIN
Ial /
ROCK FOR FOOTING DRAIN
CONNECTION (2' MIN DEPTH)
T
III 4" PVC FOOTING I I I W
15' BSBL I DRAIN TIGHTLINE
I
I
@ 1.09 MIN
~II
_
446 y
- 11
II SDCO
/ II lE 447.5E I I I
�
I aI
/
�� _ ==______ _
/
-
--
G----�--
_
11 I 32'
I TOP 460.0
.2 1QTOE 458.8
I
12 "-18" ROOF EA VE
(SEE NOTE THIS SHE_
BSBL
(TYP)
458.8
�? F�
-----------J / 2Y ROW 20' R6HfI -- -- -
N 4'O5"E 1 0.00'
i IaI/ L45 7f I ' 4" PVC ROOF DRA N L L 1 1 5 5 TOP 458.8
IP FG I
�"" I III -- -444-� I //
+III III
I
I
I I i/ I III/ I
1
-4-_-__11-4
I
-
I
I I
ALL DISTURBED SOILS SHALL BE FRONTAGE IMPROVEMENTS PER
COMPOST AMENDED PER CITY OF PLN2021-0037 SHALL BE COMPLETED PRIOR
EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. TO CONSTRUCTION FINAL OF NEW
SINGLE-FAMILY RESIDENCE.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE SFR APPROVED TO DISCHARGE UP TO 2600 SQFT OF HARD
SURFACE TO PLAT DETENTION SYSTEM
BUILDING HEIGHT
CALCULATIONS (AOG)
SPOT ELEVA TIONS FOR HEIGHT CALCULATIONS.•
ELEVA T/ON A:
467.43
ELEVA T/ON B.
461.85
ELEVA T/ON C.
463.88
ELEVA TON D:
466.37
TO TA L: =
1,859.53
AVERAGE ORIGINAL GRADE (AOG,)
= 464.88
FINISHED FLOOR =
450.47
ROOF A T RIDGE =
486.90
ALLOWABLE BUILDING HEIGHT =
489.88
PER CITY OF EDMONDS
(464.88 + 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 (3590): 31,217 SF
COVERAGE ALLOCATED TO EACH LOT 2,838 SF
(31,217 SF/11 LOTS)
LOT 2 ONLY
ACTUAL LOT COVERAGE. 1,824 SF
(HOUSE, COVERED DECK & GARAGE)
*THIS LOT IS PART OF A CONSERVATION PLAT
(BRACKETT'S RESERVE PLN2021-0037). WHERE LOT
COVERAGE /S CALCULATED BASED ON THE TOTAL
NET PROJECT AREA ACROSS THE PARENT LOT.
- - - - - TIGHTLINE @
1.09' TOE 453.3 •
lE 442.0E TO SD SI B I I I FILTER FABRIC FENCE PL--4
CITY OF EDMONDS STD
44DWG NO. ER-900
43TOOPE .
�I
I (SEE DETAIL ON SHT GN--01)
INSTALL 1-1/2" PE (160 PSI) SERVICE,-,
LINE FROM WATER METER TO HOUSE.
TRACER WIRE TO BE INSTALLED INSTALL FOUNDATION/FOOTING DR
WITH WATER LINE. I I ALONG BUILDING PER/METER FOOTI S
(I- WATER SERVICE & METER TO BE I I PER FOOTING DRAIN DETAIL BY EA
INSTALLED AS PART OF BRACKETT'S I I SOLUTIONS NW ON SHEET GN-01
RESERVE PLAT.)
OVWSD WATER SYSTEM I •
10' PRI VA TE
DRAINAGE
EASEMENT TO I I I
BENEFIT LOT 2 ACCEPTABLE TIGHTLINE i •
FOOTING DRAINS NOT I I I I I MATERIAL:
TO BE TIED INTO SDR35
DETENTION SYSTEM NCH ao
N-12
F810 HANCOR
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.
IMPERVIOUS AREAS (TOTAL ALLOCATED FOR LOT 2 = 2,800 SF)
LOT 2
HOUSE+COVERED D/W, PA T/0, PORCH, WALK 1, 975 SF
(ROOF LINE)
UNCOVERED PATIO AND WALK 0 SF
UNCOVERED DR/ VEWA Y 406 SF
TOTAL = 2, 381 SF
STORMWATER CONTROL SUMMARY
PROJECT S/TE CA TEGORY' CA TEGORY 2
DISCHARGE LOCATION: CITY MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)
TYPE OF AREA
LOT 2 ONLY
SQUARE
FOOTAGE
STORM WA TER
FACILITY
LAWN AND LANDSCAPE
2,464 SF
SOIL AMENDMENTS
ROOFS
1, 975 SF
DETENTION VAULT
HARD SURFACES
406 SF
DETENTION VAULT
259E RETROFIT
0 SF
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)
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.
APPROVED LANDSCAPING LOCATION (TYP)
SEE LANDSCAPE PLAN APPROVED AS
PART OF PLAT BRACKET'S RESERVE PLAT
(PLN2021-0037)
ALL ROCKER/ES ARE TO BE
1 CONSTRUCTED AS PART OF
1 BRACKETT'S RESERVE PLAT
I CONSTRUCTION (PLN2021-0037)
r APPROVED BY PLANNING
to
42
3
Jun 07 2023
1
Zone ___RS-8___: Corner N Flag N
Setbacks: * Ruired _ * Actual
Front 15' W = 20'
5' ---- N = 5'
'
Side S = 5'
Rear E = 32'
Other
25' 22'-(1/4)" '
Height _--
Conservation subdivision setbacks applied.
-A separate permit is required for all
fencing.
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 SAN/TAR P SEWER
AND ALL OTHER UT/L/ TIES, 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 /S USED.
• 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL
OTHER UTILITIES
OUTSIDE AGENCY UTL/ 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 /S 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 SHORT PLAT AND ALL EXISTING CATCH BASINS
W/ 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
S0-642. (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 MINIMIZE 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 SHOVEL/NG OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITH/N 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 STR/PS, SEDIMENT BARRIERS OR FILTERS,
DIKES OR MULCHING, OR BY A COMB/NATION OF THESE MEASURES AND OTHER APPROPR/ATE 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 MIT/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:
a. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS;
b. THE PLACEMENT OF EXCAVATED MA TER/AL 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 MINIMUM 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 WITH 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 MIN/MUM 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 MIN/MUM 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 MIN/MUM 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.
RES U B
16.
EROSION AND SEDIMENT CONTROL REQUIREMENT -CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCT/ON
SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED
May 08 2023
y
AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
CITY OF EDMONDS
SER17. EROSION AND SEDIMENT CONTROL REQUIREMENT -FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER DEVELOPMENTDEPARTMMENTENT CES
APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995]..
BUILDING EA VE 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
CU T. 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.
Know whays below.
Call before you dig.
BLD2023-0070
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: _ --- _..-- - - ":)TED
p(J (j�2V 16/20/2023
BY l
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
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA TE.- SCALE.-
11/22/22 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
NATIVE BACKFILL MATERIAL I 8-
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
�j SUPPORT FILTER
FABRIC
N
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
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
\s } g APPROVED BY: R. ENGLISH E R - 9 00
w
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
r 12„
ASPHALT SURFACE }
CLEANOUT (WYE W/ CAP
& LAMPHOLE COVER)
12 LAMPHOLE COVER
w TO MATCH EXISTING
a- C '�' GRADE
z
0-
12" PVC
SLEEVE
6" RISER
" WYE AND
5' BEND
_ 6" DISTRICT STUB
T44
B
4" OR 6"
SIDE SEWER
CLEANOUT DETAIL AT
PROPERTY LINE & BUILDING
LAMPHOLE COVER
PVC SLEEVE f
CAP. REMOVE
GASKET PRIOR TO NOTE:
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
SE1/4, SEC 31, TWP 27N, RGE 4E, W.M.
_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. THES 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/DR 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
OPTION 1 - NO DISTURBANCE
PLANTING BEDS TURF (LAWN) AREAS
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
337 SHALL BE STABILIZED PER THE
ENGINEER/GEOTECH OF RECORD,
GRASS: SEED OR SOD
3" OF COMPOST
Ilk T
El1-1111111 TI I
1,75" OF COMPOST INCORPORATED
INCORPORATED INTO 5" OF
ILIII IILII�II=IILH
I II i iI 11=1 I I
�11=11�11=II�II-ill
€ I IIIIIIII I
NT0 6,25 OF SITE SOIL (TOTAL
SITE SOIL (TOTAL AMENDED
_ __�=
AMENDED DEPTH OF 9.5", FOR A
DEPTH OF 9.5", FORA
I = -I�-III
I III-IIFII 11=III
-III-III-III=T
II II IIF-H11=11�11=III
I
SETTLED DEPTH OF 8")
SETTLED DEPTH OF 8'
T
E
=�11-JJ��- III-
-III -III -I -I
�-II--11
-I
ill -L-
-I
I
F I I I I 11-1 I I
�II III�II III III „
� Sri l �i i- ti
8"
I I- I I 11=J
II�II
I I I
II III; III IILII
SUBSOIL SCARIFIED 4" BELOW
�i�
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
IT
_'
/ /
/
(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
y „/ ,/ „/
SHALL BE FENCED AND EXISTING
2" ORGANIC
��j��j�
GRASS: SEED
VEGETATION AND SOIL SHALL BE
MULCH/���
/�/��
p"
OR SOD
PROTECTED FROM CONSTRUCTION
LIII LI III III -III
11 i1 I I1 I I1 I I1 I I1
1I
I I1
I III III 1 1II III II
IIf1 I I1 I I1 I IA I I1 I I1 I I
IMPACTS.
6" IMPORTED
11-1 I I-1 I I-1 I LEI I -1 I
IIII11111I1=1I11111I11111I11TI111111
-1 I L
-1 I L-1 I -1 I I-1 I E-1 I I-11
111=11111111111111 1111111111111111
6" IMPORTED
2. TO MEASURE SETTLED DEPTH,
WATER 501E SUFFICIENTLY TO
TOPSOIL MIX
111=III-III-III-III-III-
=III -III -III -III -III -I
=i=III
TOPSOIL MIX
FULLY SATURATE WITHpUT
(COMPACTED
II=III II=III II
IIIIIHII=III11H
-III
11-111 111=IIf-III
IIHIIIIHIHII=III
(COMPACTED
CAUSING EROSION.
DEPTH)
11IIIIIIIIIIIIIII=III
1311-111 IILI
6
-ill=III=III=III=III=III
=IT T
III_
DEPTH)
-11111
LI 1. _III -ill -III-111
3. COMPOST SHALL MEET SPEC.
REQUIREMENTS IN THE 2017
SUBSOIL IS
// T
\-,
/
\
IT
i I'
/
SUBSOIL IS
EDMONDS STORMWATER
ADDENDUM (CHECKLIST 7).
SCARIFIEp fi"
% y\/
���/ _ ,�
SCARIFIED 6"
MPORTOED
�\
r/�y/V
4. COMPACTION OF TOPSOIL (WHERE
TOPSOIL MIX'/
/
12••
'
IMPORTED
TOPSOIL MIX
REQUIRED) TO BE TO 85% (MAX}
-
I
OF THE MAXIMUM DRY DENSITY
OPTION 3
IMPORT TOPSOIL
PER MODIFIED PROCTOR TEST
(ASTM D1557).
POST CONSTRUCTION SOIL R PIRL 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
to Drain.
g F in Dr in.
•
Surface Seal to consist of
12" of less permeable, suitable
soil. Slope away from building.
LEGEND:
Surface Seal: native soil or
other low -permeability material.
;.r.r.r.r
1-inch Drain Rock
Perforated Rigid Drain Pipe
(Surround in Drain Rock)
SCHEMATIC ONLY - NOT TO SCALE
NOT A CONSTRUCTION DRAWING
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 yam.04
?V - ... .
Washed rock 1 %2" - 3/4"
24" --
FOOTING DRAIN DRYWELL TRENCH
NOT TO SCALE
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 DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE.
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 ARCHITECTURAL DRAWINGS FOR PERIMETER 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. T S c^APJ Bc-F7;XEo6425 ;Z4- S�^.5.0 E;VI: ILED TO
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 FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 59 SLOPE FOR A MINIMUM 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 & SOUNTY 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 EXISTING 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
May 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
•
Know whays boioW.
Call before you dig.
BLD2023-0070
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
ENGINEERING DIVISION
DATE: - --- _ -- - .. DTED
16/20/2022
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
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ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA TE.• SCALE.•
11122122 AS NOTED
20-024
SHEET.•
GN-01
SHT 3 OF 3