BLD2021-0177_Approved_Site_Plan_5-4-2021_APPROVED_ENG_PLN_RESUB1_BLD2021-0177+Site_Plan+3.19.2021_4.20.56_PM+21027609530 215TH
9530 215TH ST SW
EDMONDS, WA 98020
OWNER
CHEVY CHASE
20301 MAPLEWOOD DRIVE
EDMONDS WA 98026
425.778.8500
CONTACT: CHEVY CHASE
CONSULTANTS
STRUCTURAL ENGINEER
CG ENGINEERING
250 4TH AVE S, SUITE 200
EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT: DENNIS TITUS, PE, SE
SURVEYOR
PACIFIC COAST SURVEYS
PO BOX 13619
MILL CREEK WA 98082
425.512.7099 FAX 425.357.3577
LEGAL DESCRIPTION
LOT 14, R.C. MUNGER ADDITION NO. 6, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17
OF PLATS, PAGE(S) 22, RECORDS OF SNOHOMISH COUNTY, WASHINGTON
PARCEL NUMBER
005282-000-014-00
PROPERTY INFORMATION
TOTAL LOT AREA = 9,840 SQFT
EX BUILDING FOOTPRINT = 1,266 SQFT
PROPOSED BUILDING FOOTPRINT = 1,540 SQFT
NEW/REPLACED HARD SURFACES (INCL ROW) = 903 SQ FT
- DRIVEWAY 620 SQ FT
PAVERS WALKWAY 283 SQ FT
SCOPE OF WORK
FRAME -IN EXISTING CARPORT, REPLACE EXISTING ASPHALT DRIVEWAY
WITH NEW CONCRETE DRIVEWAY, AND REPLACE EXISTING CONCRETE
FRONT ENTRY WALKWAY WITH NEW PAVERS.
NE 1 /4, NE
ADD
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Project Information Contact Information
9530 215th St SW Morgan Kruse
Edmonds, WA 98020 CG Engineering
Single family remodel morgank@cgengineering.com/425.778.8500
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant.
Authorized Representative Date
All Climate Zones
R-Value"
U-Factor'
Fenestration U-Factor'
n/a
0.30
Skylight U-Factor
n/a
0.50
Glazed Fenestration SHGC' `
n/a
n/a
Ceiling'
49
0.026
Wood Frame Wall9'm'"
21 int
0.056
Mass Wall R-Value'
21/21r
0.056
Floor
30'
0.029
Below Grade Wall` ."
10/15/21 int + TB
0.042
Slab R-Value & Depth
10, 2 ft
n/a
'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve
the following minimum number of credits:
1. Small Dwelling Unit: 1.5 credits
Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500
square feet.
-12. Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall
require 2.5 credits.
[_13. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
n4. Additions less than 500 square feet: .5 credits
Table R406.2 Summary
Ootion Description
Credit(sl
la
Efficient Building Envelope 1 a
0.5
lb
Efficient Building Envelope 1 b
1.0
1c
Efficient Building Envelope 1c
2.0
1d
Efficient Building Envelope 1d
0.5
2a
Air Leakage Control and Efficient Ventilation 2a
0.5
2b
Air Leakage Control and Efficient Ventilation 2b
1.0
2c
Air Leakage Control and Efficient Ventilation 2c
1.5
3a
High Efficiency HVAC 3a
1.0
3b
High Efficiency HVAC 3b
1.0
3c
High Efficiency HVAC 3c
1.5
3d
High Efficiency HVAC 3d
1.0
4
High Efficiency HVAC Distribution System
1.0
5a
Efficient Water Heating 5a
0.5
5b
Efficient Water Heating 5b
1.0
5c
Efficient Water Heating 5c
1.5
5d
Efficient Water Heating 5d
0.5
6
lRenewable Electric Energy
0.5
Total Credits
*Please refer to Table R406.2 for complete option descriptions
El
1200 kwh
0.5
0.0
0.50
1 /4, SECTION 25,
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CAUTION!
CALL BEFORE YOU DIG.
BURIED UTILITIES EXIST IN THE AREA AND UTILITY
INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT
THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48
HOURS PRIOR TO CONSTRUCTION
1-800-424-5555
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CLASS 3000 CONCRETE
PLACED AND FINISHED PER
WSDOT STD SPEC 8-14.3(3)
5/8" CSTC COMPACTED
TO 95% MAXIMUM
DENSITY PER WSDOT STD
SPEC 9-03.9(3)
NATIVE BACKFILL COMPACTED
TO 95% MAXIMUM DENSITY
PER WSDOT SECTION 2-03
CONCRETE PAVEMENT SECTION
SCALE: 1" = V-0"
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
CITY ENGINEERING DIVISION
O C I
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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JOB NO: 20484.10
DATE:
01 /29/2021
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CONCRETE
CURB AND GUTTER
SEE COE STD DTL TR-520
6 CONCRETE
O3 COMPACTED SUBGRADE 2" 5/8" MINUS CSTC
SECTION A -A
NOTES:
1O CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
O2 CONCRETE SHALL BE CLASS 3000.
O3 SUBGRADE SHALL BE CSTC COMPACTED TO 95% MAXIMUM DENSITY.
O4 FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH.
O5 MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH.
O6 IF DRIVEWAY APPROACH WIDTH EXCEEDS 15', INSTALL FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY.
O7 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520.
�Sf. 10,91
REVISION DATE
CITY OF EDMONDS DRIVEWAY APPROACH JANUARY 2018
TYPE V
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH T R - 5 45
6 1/2"
2' MINIMUM SAWCUT
R =1/2"
5 1/2"
SEE NOTE 10
1'
HMA DEPTH SHALL BE
4" FOR RESIDENTIAL ROADS
p
R=1"
AND 6" FOR ARTERIALS AND
d
COLLECTORS
p
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0.05 FT/FT
SEE NOTE 12
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18" STANDARD
6" CSTC OR CSBC PER WSDOT
SEE NOTE 11
STD SPEC 9-03.9(3)
SEE NOTE 13
STANDARD TYPE "A" CURB/GUTTER
(NOT TO SCALE)
NOTES:
1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR.
2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.
3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET.
5. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2" WIDE PREMOLDED JOINT FILLER.
6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX.
7. FINISH SHALL BE LIGHT BROOM.
8. CURB AND GUTTER SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR
72 HOURS.
9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS
OTHERWISE DIRECTED BY CITY ENGINEER.
10. A 2—FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER.
11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND
GUTTER DETAIL TR-520.
12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER
WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD
5-04.3(4)A.
13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA
WHEN FULL ROAD RECONSTRUCTION IS REQUIRED.
14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY.
`St. 18y-
LEN DATE
CITY OF EDMONDS VERTICAL 2021
CONCRETE CURB
PUBLIC WORKS AND GUTTER DARD
DEPARTMENT AI LAPPROVED BY: R. ENGLISH 5 " 0