RESUB 1-BLD2022-0989+OVWSD+3.14.2023_3.00.33_PM+3421092SW 114 SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
CONSTRUCTION SEQUENCE NOTES:
1. SCHEDULE PRE -CON THROUGH MYBUILDINGPERMIT.COM AND EMAIL
ENGINEERINGPERMIrS®EDMONDSIVA.GOV 2 DAYS IN ADVANCE OF DATE REQUESTED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING
015TURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL
MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR
SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES
SHALL HE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
7. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY
AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION
CONTROL NOTES BELOW.
8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
IMPROVEMENTS.
9. 5TABIUZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGFTATIO14
OF ENTIRE SITE, REFER TO CRY OF EDMONDS DETAIL SD-642.
10. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND
APPROVAL BY CITY INSPECTOR.
AIfITCC.
1. ROOF RUN OFF SHALL CONNECT TO TIGHTLINES AND CONNECT DIRECTLY
TO THE R-TANK DETENTION SYSTEM. FOOTING DRAINS SHALL BE SEPARATE
FROM THE GUTTER TIGHTLINES.
2. THE ROOF DRAIN TIGHTLINE AND FOOTING DRAINS SHALL NOT TIE
TOGETHER AT THE HOME. CONNECTION SHALL BE AT LEAST 10-FT AWAY
FROM THE HOME. FOR FOOTING DRAINS, PERF PIPE ONLY AROUND HOUSE
AND THEN SOLID PIPE FOR CONVEYANCE.
3. FINE GRADING AROUND THE PROPOSED STRUCTURES WILL BE
PERFORMED TO ENSURE SLOPES ARE AWAY FROM THE PROP. DWELLING.
4. CATCH BASIN INLET PROTECTION SHALL BE ADDED TO ANY CATCHBASIN
DIRECTLY DOWNSTREAM AND ADJACENT TO THIS SITE.
5. TEMPORARY STOCKPILE AREA SHALL BE COVERED WITHIN 24 HOURS.
6. ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T5.13.
7. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED
PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES
THAT MAY BE REQUIRED DURING CONSTRUCTION.
C REQUIRED 0 PROVIDE P 13D
8. PROPOSED STRUCTURE WILL BE R£Q IRE T PR I NF A
RESIDENTIAL FIRE SPRINKLER SYSTEM REGARDLESS OF BUILDING SQUARE
FOOTAGE.
9, INSTALL 14 GA. VINYL COATED TRACER WIRE (TAPED TO PLASTIC PIPE
EVERY 10') TO BE GROUNDED AT METER AND PROPOSED HOME.
10, MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS 10'.
11. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND STORM LINES IS
5'.
12, ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR
NOT THE CITY OF EDMONDS.
13. MIN. 3' SEPARATION IS REQUIRED BETWEEN DRY UTILITIES POWER, GAS,
PHONE, CABLE, ECT) AND WET UTILITIES (STORM, SEINER, WATER). ALL
UTILITIES INSTALLED PER ECDG 18.05.
14, SIDE SEWER SHALL BE INSTALLED PER OLYMPIC VIEW STANDARDS,
INCLUDING SIDE SEWER PERMIT REQUIRED.
15. MIN. 2' COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE
SURFACE AND 1' MIN. COVER UNDER LANDSCAPE AREAS.
16. THE 6" SSCO AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON
LAMPHOLE COVER WITH %" HEXBOLTS.
17. ANY EXISTING FRONTAGE IMPROVEMENTS STARTING TO FAIL, SHOW
DAMAGE OR ARE NON-ADA COMPLIANT SHALL BE REMOVED AND REPLACED
AS DETERMINED BY THE CITY ENGINEERING INSPECTOR.
18. WHERE DRIVEWAY ABUTS THE BACK OF SIDEWALK, PAVEMENT WIDTH
SHALL REMAIN A MINIMUM OF 12'-WIDE WITHIN THE RIGHT OF WAY. THE
PROPOSED DRIVEWAY WILL THEN TAPER TO 10' DRIVEWAY.
19, THE DRIVEWAY APPROACH SHALL NOT EXCEED 24' IN WIDTH FOR A
2-CAR GARAGE AND A 30' WIDTH FOR A 3-CAR GARAGE.
01I.IAP±C AIATC.
THE CITY'S PUBLIC WORKS OPERATIONS AND MAINTENANCE DEPARTMENT
TO FABRICATE FIRE/AID ADDRESS SIGN AND/OR STREET ADDRESS SIGN.
THE CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY
EMAIL AT ENGINEERtNGPERMITS®EDMONDSWA.GOV TWO WEEKS IN ADVANCE
OF THE REQUESTED SIGN FABRICATION. A SIGN FABRICATION FEE WILL BE
COLLECTED PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS SIGNS ARE
$100 PER SIGN.
UAI II onI ITC.
THE RECOMMENDED HAUL ROUTE WILL TO TRAVEL 244TH ST SW,
TO FIRDALE AVE, TO 100TH AVE W, DOWN 241ST PL SW TO
242ND PL SW TO THE PROPOSED SITE.
NOTE: IF HAULING IS WITHIN THE DOWNTOWN AREA. SINGLE
TRUCKS SHALL BE USED (NO TRAILERS).
SUGAR HOUSE
BUILDING SITE PLAN
02/10/2023
PREPARED BY:
3501 Colby Way Suite 101
Everelt, WA 93201
CP C E p.425.486.6533 j 1.425,486.5593
......................................................
Civil I Sirllclural (Planning I Survey
M Eng'neegSe-,Company mwl. paceengrs.com
CONTROL STRUCTURE #3
PER COE DETAIL
SD-301, W/0.5* ORIFICE,
SOLID LID
RIM=395.8
IE=391.34 (NE/SE)
4'-6 SO ® 0.0%
IE=391.34
SD 44
RIM=395.79
SEE R-TANK
DETAIL ON
SHEET 4 OF 6
°.SHEETS
TOP OF
SLOPE
l 'CO�O•A
PROP. 5''((OCKPILE
AREA, 5EE_ NOTE 4. `
GRADING
LIMBS (TYP)
PROP. ROOF �\o\.
OVERHANG gyj
(TYP)
PROP CLEANOUT
AND ROOF DRAIN •';��;•
(TYP)
UPPER FLOOR M1 ..
CANTILEVER
1.06, L- --♦v , I_
1-1/2' WATER-J
2' HNA CLASS
1/2' PC 5OH-22
2- 5/8- MINUS
6' SO PIPE-
12' DRY JOINr UTIU`rY
A DRIVEWAY SECTION
SCALE: 1"=5'
a
590.5 MINIMUM 1-1/2" SCHEDULE 40
OCKING 12" Cl WATER SERVICE AND EX. WATER
THOLE COVERS METER TO BE UPSIZE TO 1"
HEXBOLTS (TYP) WATER METER (ON 242N❑ PL
SW), PER PLN20050005610678.
I' COVER -1 FM f K 1
I•.
t 1
PORC h
k
11ES7�1 _ I YHI425A1 `
i P POSED,
I
I
HOUSE
rrrnorJl :;M
I 4.6Z'`, J m
PROPOSED -'ORANGE
ORANGE BARRIER
FOOTING DRAIN,
(TYP) FENCING, (TYP)
21. LF-4" PVC MIN r' '
® 2% MIN SLOPE, 2' , -, ("
MIN`'tOVER ON SEWERS";;,.
SERVICE .,.:r"'.,
-TREES TO BE-
$ '[.. REAIOVED,(TYP) n `
SIDE10
-BSBL
- `}IEWYiT CALC
"- �-PROPOSED
SILT FENCE,_.._-
- d.E, FE:I::L PER C0E
.' DETAIL
ER-900
u�
JOl NT DRY l IWEI
' v
TR�{'�CHe r
CABLE)
107 LF-4' PVC MIN
5% (2% MIN SLOPE),
2' MIN. .PIPE COVER ON
SEWER SERVICE (TYP)
'..:CB INLET PROTECTION,
DETAIL ER-902 (TYP)
�21M= 387.9
E= 385.05
10 LF-6" 5D 0 0.6X
SSCO 02
RIM= 390.87
IE= 385.09
W/LOCKING 12" CI
LAMPHOLE COVERS
M" HEXBOLTS (TYP)
INSTALLED UNDER
SP S-2005-56
EX. SEWER SERVICE
RE=390.83
IE= 384.83
L II IX. FlflE
1=1h - IttDfWfr^
's
Olympic View Water & Sewer
8128 226th St 5W
Edmonds, WA 98026
Da' �y 2 // 2312 3
Sheet List Table
SHEET NUMBER
SHEET TITLE
C1.0
BUILDING SITE PLAN
C2.0
GENERAL NOTES & DETAILS
C2.1
DETAILS
C2.2
R-TANK DETAILS
C2.3
R-TANK DETAILS
ENGINEER: VERTICAL, DATUMN:
PACE
NAVO 88
3501 COLBY AVE, SUITE 101
SET MAG NAIL & WASHER STAMPED
EVERETT, WA. 98201
"ASPI CONTROL" ON WEST SIDE OF
(425) 486-6533
242ND PL SW. 1.5' NORTHERLY OF
AndyRe®poceengrs.com
FACE OF CURB AND 13'
CONTACT. ANDY REAVES, PE
SOUTHEASTERLY OF A TYPE 1 CATCH
OWNER:
BASIN.
ELEV. = 387.64'
NORTH STAR VISIONS, LLC
ELEVATION ESTABLISHED BY CPS
19020 33RD AVE W, SUITE 450
013SERVATIONS UTILIZING THE
LYNNWOOD, WA 98036
WASHINGTON STATE REFERENCE
NETWORK.
(APPROX. 80'* W OF NW PROPERTY
TAX PARCELS:
CORNER)
00555000004902
GRADING QUANTITIES:
SITE ADDRESS:
CUT: 306 CY
FILL: 18 CY
10234 242ND PL SW
NET: 287 CY (CUT)
EDMONDS, VIA 98020
FOOTING DRAIN NOTE:
FOOTING DRAINS SHALL BE SEPARATE
FROM ROOF DRAIN PIPING AND
TIED
DIRECTLY INTO PROPOSED R-TANKS.
IMPERVIOUS AREA:
EXISTING IMPERVIOUS AREA: 0 SF
PROP. HOUSE
526 SF
PROPOSED WALKWAY/PATIO: 2� 50 SF
PROPOSED ASPHALT DRIVEWAY: 844 SF
TOTAL IMPERVIOUS AREA: 3,420 SF
EXEMPT:
PROPOSED PANHANDLE
ASPAHLT D/W (BY-PASS): 973 SF
LOT COVERAGE:
LOT COVERAGE: 2,257 SF
LOT AREA: 9,534 SE
% OF LOT COVERAGE: 23.7%
(MAXIMUM COVERAGE IS 35%)
NOTE: LOT COVERAGE IS
MEASURED BY EXTERNAL WALLS
AND SUPPORTING MEMBERS,
INCLUDING UPPER CANTILEVERED
AREAS, COVERED & UNCOVERED
PATIO AREAS, EXCLUDES ROOF
OVERHANG.
VCIPd1..1T P1AI P`C.
AVERAGE EXISTING GRADE: 401.40
PROPOSED ELEVATIONS:
A: 399.50
B: 397.91
C: 402.00
D: 401.91
AVERAGE GRADE= 400.33
PROPOSED BUILDING HEIGHT (25'-0")= 425.33
MAXIMUM HEIGHT ALLOWED (25')= 426.41
ju.
Know what's below.
Cal before you dig,
0 20
1 "=20'
Scale Feet
DATE:
F o4EE
MAs/� jet
44R1SkI
tONA1.
IF NW ONE INCH ON THIS S FEY,
ADJUST SC4ES ACOORUNLILY.
SCALE: DATE:
AS SHOWN 02/10/23
DESIGNED BY: CHECKED BY
T8/KDS 76/KDS
PACE PROJECT NO. 22542
SHEET C1 "O