APPROVED ENG PLN RESUB 1-BLD2023-0071+Site_Plan+5.6.2023_2.59.28_PM+3529317LEGAL DESCRIPTION
LOT 7, 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'
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'
JT/L/TY NOTE
LL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
CONSTRUCT/ON NOTE
PPL/CANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS
It C/ TY RIGHT —OF— WA Y PER Cl TY STANDARDS THA T /S CAUSED OR OCCURS DURING THE
ERM/ TTED PROJECT.
EASEMENT NOTE
LL 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 W/TH LEVEL II 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 /NSTALLA T/ON OF AN ELECTRICAL VEHICLE CHARGING STA T/ON.
SE1/4, SEC 31, TWP 27N, RGE 4E, W.M.
il)M CKETTffS RESERVE -LOT 7
S/TE DEVELOPMENT PLANS
I I
BLOCK 12
HA BURY'S SOUND VIEW TRACS
V. 7 / PG.20
LOT 5 I LOT 4
II 1 1
EDMONDS
SCHOOL
DISTRICT 15
EXISTING
FIRE
HYDRANT
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.
G
I / /
T
HIGHLANDS
?00404125344
TBM B' 0
ELEV. = 455.40'
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
BLD2023-0071
4
VICINITY MAP
NOT TO SCALE
J"IN
SCALE. 1 " = JO'
0 15 30 60
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
Ma
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 CDCLSAOFRONTIER.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
ROBL@RAMENG/NEERING/NC. COM HENRY. WR/GHTOEARTHSOLUTIONSNW. COM w
SURVEYOR
AXIS SURVEY & MAPPING
15241 NE 90TH ST Lo
REDMOND, WA 98052 O O
(425) 823-57 VI O
CONTACT- TRAVIS BRADLEY, PLS
TRA VIS@AXISMAP. COM
WAN
SITE DA TA Q
SITE ADDRESS. 23902 91 ST PL W, EDMONDS, WA 98026 Q
TAX ACCOUNT NUMBER(S): 00463301300400, 00463301300301, J
00463301300303, 00463JO120040J O
AGENCIES/UTILITIES LU V y
JURISDICTION CITY OF EDMONDS
Q Z
STORM DISTRICT CITY OF EDMONDS O 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
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
RESUB
May 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know whays below.
Callbefore you dig.
BLD2023-0071
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
6/7/2023
DATE:
BY
CITY ENGINEERING DIVISION
�OY WASV,
38608 �'CL!
CISTER�'9
ENGINEER.
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA TE.• SCALE.•
51512J AS NOTED
JOB NO:
20-024
SHEET:
CV-01
SHT I OF 3
SE1/4, SEC 31, TWP 27N, RGE 4E, W.M.
•
/ INSTALLED 2' X 2' DRYWELL
APP VED AND CAP G LOCATI ( ) WITH 3/4" TO 1-112" DRAIN \
SE LAN SCA PL APPRO A • ROCK FOR FOOTING DRAIN OVWSD WATER
RT P T B CK S RE ER PL CONNECT/ON (2' MIN DEPTH) SYSTEM
(PL 021 037 \
A RO ERl A TO E
ON S UC D A PA OF 6=175748"
BR KE S R ER PL R=45.00'
C NS CTI (P 20 -00 ) L=14.11'
46 FIG INSTALL 1-1/2" PE (160 P5I) SERVICE
LINE FROM WATER METER TO HOUSE.
• TRACER WIRE TO BE INSTALLED
• • a • • • W/ TH WATER LINE.
• N 4 - (1 " WATER SERVICE &METER TO BE
SBL 1 \ STALLED AS PART OF BRAckETT'S
-- - - - -- - ERVEPLAT.) � I
LA =====1=I�-I-====----==_ \ • d=7206'02"
----- - B ��� \ R=20.00'
"-�r ROOF E
NO THl SH T)
i
•
•
•
6 TO 46
0 4 3.4
10' BSBL
4 A
oD
-N 4" PVC FOOTING
rn A DRAIN TIGHTLINE
\
II
HEAT PUMP I
I ® 1.0q MIN
I
___ ____ OVWSD SE
(HEAT PUMP TO BE
I II
-,$\STEM
HUNG ON BUILDING /F
I I
I
OVER 36" IN HEIGHT) I
453.81
%
FG
CHANNEL DRAIN J�
4, 537 SF
TOP 453.81 (NORTH END)
449
1.49 .
_ \
PROPOSED HOUSE
TOP 453.71 (SOUTH END)
O
LOWER FF 454.37
NDS PRO CHANNEL DRAIN II
CONCRETE
Q
OR APPROVED EQUAL III-
DRI VEWA Y
II
U
GARAGE
4" PVC SIDE SEWS
p
FF 454.03 I
@ 2.07 MIN SLOP
U
I I
SSCO
CONNECT TO SS
�
lE 451.0±
lE 450.Of
a
6. 67
SOCO I
I
TOP 465.
0.TO2 /E 452.0
2.09-
FG3.71 _ 4.49
11
I
E 454.44
_ -- ------ - DR UTl4/TIES
-�-- P�_
-- 16 -��
TOP 465.2 N89' 5'00" 10 .i00'
TOE 463.4 1 8 I ICONNEICT CHANNEL 455.7
I DRAIN I TO So TIGH 6E FIG
ALL CONCRETE BLOCK WALLS ARE I I I a
TO AE CONSTRUCTED AS PART OF I I I 4" PVC ROOF DRAIN
RACKE.'-T'S RESERVE PLAT TIGHTLINE ® 1.09 MIN. FI
IST RUCTION (PLN2021-0037) CONNECT /E 450.5f TO SD STUB
INSTALL FOUNDATION/FOOTING DRAIN 10' JOIN CONSTRUCT STABILIZED TEMPORARY UTILITY T IaI
ALONG BUILDING PER/METER FOOTINGSI
PER FOOTING DRAIN DETAIL BY EARTH CONSTRUCTION ENTRANCE PER CITY EASEMENT
SOLUTIONS NW ON SHEET GN-01 OF EDMONDS STD DWG NO ER-901
(SEE DETAIL ON SHT GN-01)
FOOTING DRAINS NOT
TO BE TIED INTO I I aI
DETENTION SYSTEM
� I III
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF a
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL. I I I l
Ia.I
OWNER/CONTRACTOR IS RESPONSIBLE FOR
Applicant shall repair/replace all EROSION CONTROL AND DRAINAGE
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
BUILDING HEIGHT
CALCULATIONS (AOG)
SPOT ELEVAT70NS FOR HEIGHT CALCULATIONS.•
ELEVA 77ON A:
466.42
ELEVATION B.
459.95
ELEVA 77ON C.
466.17
ELEVA TON D:
468.06
TOTAL: =
1860.60
AVERAGE ORIGINAL GRADE (AOG) =
465.15
FINISHED FLOOR =
454.37
ROOF AT RIDGE =
489.60
ALLOWABLE BUILDING HEIGHT =
490.15
PER CITY OF EDMONDS
(465.15 + 25 FT)
DA TUM REFERENCE NOTE:
SEE SHEET CV-01 (SHEET 1) FOR BENCHMARK
LOCATION & 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 7 ONLY
ACTUAL LOT COVERAGE: 1, 728 SF
(HOUSE, COVERED DECK & GARAGE)
*THIS LOT /S PART OF A CONSERVARON PLAT
(BRACKETT'S RESERVE PLN2021-0037). WHERE LOT
COVERAGE /S CALCULATED BASED ON THE TOTAL
NET PROJECT AREA ACROSS THE PARENT LOT.
I I
I �
FRONTAGE IMPROVEMENTS PER
PLN2021-0037 SHALL BE COMPLETED PRIOR
TO CONSTRUCTION FINAL OF NEW
SINGLE-FAMILY RESIDENCE.
IMPERVIOUS AREAS
L=25.17
I
4
3
ROW 20'
I
I I
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.
LOT 7
HOUSE+COVERED D/W, PATIO, PORCH, WALK 1,877 SF
(ROOF LINE)
UNCOVERED PATIO AND WALK 100 SF
UNCOVERED DRIVEWAY 800 SF
TOTAL = 2,777 SF
STORMWATER CONTROL SUMMARY
PROJECT S/TE CA TEGOR K CA TEGORY 2
DISCHARGE LOCATION. CITY MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)
TYPE OF AREA
LOT 7 ONLY
SQUARE
FOOTAGE
STORMWA TER
FACILITY
LA WN AND LANDSCAPE
1, 805 SF
SOIL AMENDMENTS
ROOFS
1,877 SF
DETENTION VAULT
HARD SURFACES
257. RETROFIT
900 SF
0 SF
DETENT70N VAULT
N.A.
PROJECT CLASS/FICA T/ON
PROJECT CLASSIFICATION. CATEGORY 2
EDMONDS WATERSHED BASIN: EDMONDS WAY
FLOW CONTROL STANDARD. DETENT70N VAULT (MR 7 FLOW CONTROL)
STORMWA TER BMPS. • POST CONSTRUCTION SOIL AMENDMENT (T5.13)
��
INSPECTION REQUIRED
PRIOR TO BACK FILL
ALL PUBLIC ROAD IMPROVEMENTS
& UTILITY STUBS SHALL BE
CONSTRUCTED/INSTALLED AS
PART OF BRACKETT'S RESERVE
PLAT (PLN2021-0037)
INSTALL TEMPORARY SEDIMENT TRAP
• FOR CATCH BASINS PER CITY OF
/ EDMONDS STD DWG NO ER-902
(SEE DETAIL ON SHT GN-01)
•
N
SCALE. 1" = 10'
0 5 10 20
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
APPROVED BY PLANNING
Jun 07 2023
Zone RS-8
Corner
N__. Flag ___N__
Setbacks: *
Required
* Actual
Front
15'
E = 15'
-
----5-_----
N = 6.4'
Side
- -
S = 5'
Rear
10,
W=10'
Other
Height
25'
24'-5(1/2)"
Conservation subdivision setbacks applied.
CONDITIONS-
-Heat pump if mounted to the wall may not project more than 30" into the
required setback, similar to eaves and chimneys. If unit is placed on the
ground, the unit may not be more than 36" in height from original grade
including pad within the required setback.
-A separate permit is required for all fencing.
UTILITY SEPARATION REQUIREMENTS
WA TER
• 18" MINIMUM COVER FOR WA TER SERVICES.
• 3' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER SERVICES
AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND
WATER 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 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 WATER AND SEWER,
SEWER LAID BELOW WATER.
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 DISTRIBU77ON SYSTEM.
1,GUILDINt; EAVE NOTE
TESC INSTALLATION / MA/NTENANCE 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. ADD/TONAL 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 MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS /F 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 /N THIS MANNER.
2. ESC MINIMUM REQUIREMENT -STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES
SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED, SOD, HYDROSEED/NG, OR
OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN
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 SEP TEMBER 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 COMBINATION OF THESE MEASURES AND OTHER APPROPR/ATE BMPS.
4. ESC MIN/MUM REQUIREMENT- MA/NTENANCE. 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 /N ACCORDANCE WITH THE MANUAL.
5. ESC MINIMUM 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 CONSTRUCT/ON. THE CONSTRUCTION OF
UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING.
a. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS;
b. THE PLACEMENT OF EXCA VA TED MA TER/AL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERA TIONS 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 /N 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, SENS/T/VE/CR/TICAL 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 APPROPR/ATE 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
ACTIVITIES 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 /N
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
CONSTRUCT/ON 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. DEWATERING 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 CONTAM/NATION OF STORM WATER.
17. EROSION AND SEDIMENT CONTROL REQUIREMENT -FINANCIAL L/ABILITY. 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]
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
POTENT/ALLY NEEDED FOR ORGANIC SOIL AMENDMENTS /N ACCORDANCE
WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH.
2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE
IMPORT AND EXPORT /S BELOW 10,000 CY AND THUS NO HAUL ROUTE
AGREEMENT IS REQUIRED.
Ii
I
Know whays below.
Call before you dig.
RESUB
May 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0071
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
6/7/2023
DATE:
0--xv
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
Ma
�OY WASV,
�
0�
36508 CL! ���ISTEgY'9
\SSIO>\re 1.��
ENGINEER.
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DA TE.• SCALE.•
515123 AS NOTED
JOB NO:
20-024
SHEET
SP-01
SHT 2 OF 3
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
-
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0
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NATIVE BACKFILL MATERIAL
s" I
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
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
-
FILTER FABRIC FENCE
REVISION DATE
JANUARY 2018
CITY OF EDMONDS
FILTRATION SYSTEMS
STANDARD
PUBLIC WORKS
DEPARTMENT
DETAIL
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E R - 9 00
APPROVED BY: R. ENGLISH
Ld
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BUILDING
BUILDING 1 w
CLEANOUT NOT a_ z
TO EXCEED 3FT 10 -
FROM CLEANOUT WITH 45' a -
FOUNDATION BEND AND CAP of
---, Uli
,--GENERAL CLEANOUT----..:
NOT TO EXCEED 100'
BETWEEN CLEANOUTS
CLEANOUT (WYE W/ CAP
& LAMPHOLE COVER)
12 LAMPHOLE COVER
w TO MATCH EXISTING
o- 0 '�' GRADE
z
0- -j
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
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. 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
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
LII�II
111-II IIIL111-
II�T
=-Il1-1111111 TI I
1,75" OF COMPOST INCORPORATED
INCORPORATED INTO 5" OF
II�II=11�
iI III III
I
�11=11�11=II�II-ill
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INTO 6,25 OF SITE SOIL (TOTAL
SITE SOIL (TOTAL AMENDED
�__
_
�=
AMENDED DEPTH OF 9.5", FOR A
DEPTH OF 9.5", FORA
11=III-III-11�11=111�11
HII-II-11�111-III
II
11=III=11iII-E
-III-III-III=1 I
11�11=III
SETTLED DEPTH OF 8")
SETTLED DEPTH OF 8' ')
-III
J11=111-1L�� III-
LIJ�-III=
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f=111-I I1=1 I I� 11-1 I-! 11
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11-111-11
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11I 111 111 I I �I 1
SUBSOIL SCARIFIED 4" BELOW
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
T,\
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
E�--
_' �/
(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
GRASS: SEED
VEGETATION AND SOIL SHALL BE
MULCH
�/ /
0"
OR SOD
PROTECTED FROM CONSTRUCTION
LI 11illIII1 IIII11
i t i1 I I1 I I\III\IIIi I
I1
i11111 l iIII11
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IMPACTS.
6" IMPORTED
I I-1 I I-1 I I-1 I I-1 I I.I I I-1
111 1 1
I I
11R.WA
I-1 I L=1 I I.I I I.I I E-1 I I-11 I
1 1 1 111
6" IMPORTED
2. TO MEASURE SLTTLED DEPTH,
ER 501E SUFFICIENTLY TO
TOPSOIL MIX
ill -III -III -III -III -III-
=III -III -III -III -III-
=ill=III=III=III=III-III
TOPSOIL MIX
FULLY SATURATE WITHOUT
(COMPACTED
II=III=III=III=III=III=III
IIIIIHII=III11H
IIHIIIIHIHII=III
(COMPACTED
CAUSING EROSION.
DEPTH)
11IIIIIIIIIIII=III=III
IILI
6
=ill=IIIIII=III=III=III
=ITT
DEPTH)
�II1�iN-11f ]Ilr IIIr
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3. COMPOST SHALL MEET SPEC.
REQUIREMENTS IN THE 2017
SUBSOIL IS
//
\,
\
II
/
SUBSOIL IS
EDMONDS STORMWATER
ADDENDUM (CHECKLIST 7).
SCARIFIED 6"
/ y\/
���/ ,�
SCARIFIED 6"
BE
MPORTOED
�-LW\
MP
4. COMPACTION OF TOPSOIL (WHERE
TOPSOIL MIX'/
/
12"
'
TOPSOIL MIX
REQUIRED) TO BE TO 85% (MAX)
-
I
OF THE MAXIMUM DRY DENSITY
OPTION 3
IMPORT TOPSOIL
PER MODIFIED PROCTOR TEST
(ASTM D1557).
REVISION
POST
CONSTRUCTION SOIL
PI�I�N2oz�E
CITY OF
EDMONDS
QUALITY AND DEPTH
PUBLIC
WORKS
STANDARD
DEPARTMENT
DETAIL
FSt 189I
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:
Surface Seal: native sail 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 I 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
yOM,•i•;y ... .
`�:.r�s.r_�.z.r:
Washed rock 1 Y2" - 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 OLYMPIC VIEW WATER & SEWER DISTRICT, A COPY OF THE
BACKFLOW TEST REPORT. T R %rTS Cn ^^ r" ^^ T^ ""` ,'TT c^" GR 4" �^ T^
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
REPRESEN TA TI VE AND Cl TY.
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 j
May 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Know what"s beloW.
Call before you dig.
BLD2023-0071
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
6/7/2023
DATE:
BY �JC' �
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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SHT 3 OF 3