410 2ND AVE N.PDF1111111111 lill
14587
410 2ND AVE N
PLANNING DATA
SINGLE FAMILY PESIDENTIAL.,
Name,.-
Date: %,0 /12-
Site Address: z-t 1 0 A
Tax Parcel: 00 59 ZZOOO 0 0 -1 o b
Project Description: iQ L",3 S fz�
Plan Check #:
Reduced Site Plan Provided:,-(gf NO)
oning:
Map Page:
Corner Lot: (YES 0
Flag Lot: (YES
Critical Areas Determination #: Ca 42-0 1 S'D 0 3 8
El 'Study Required.
Waiver
SEPA Determination:
Exempt'
El Needed (f&.over 500 cubic yards of grading)
0 Fee [I Checklist 11 APO List with notarized form
Re=lred Setbacks
Street:
Side:.
Side.,
Rear: 1,5�
ActualSetbacks-
Street: 7- C)
Side:
Side:
a
Re. r:
El Detached Structures:
El Rockeries:
11 Fences/Trellises.
El Bay Winclows/Projec-ting 'Modulation:
El Stairs/Deck:
B "Id,' ffefight
DatumPolnt:
Datum Elevation: 2-'
Maximum'Height Allowed:
Actual Height:
OMer
Parking Required:
Parking Provided:
Lot Area: -13 10
Maximum Lot Coverage: 35% Proposed: 3 q" Ole
'Z -,7 <D
Lot Coverage Ca lculations: Vklt-, 3 q
ADU Created: (YES /� �NO
Subdivision: 5.1-5,-Ar
Legal Nonconforming Land Use Determination Issued: (YES Ago
comme,ts
Plan Review By:
Plannihg Data Form 07-14-09
STREET FILE
RECEIVED
SEP 2 4 2015
civil & structural DEVELOPMENT SERVICES CTR-
ENGINC-6RINCi engineering & planning CITY OF EDMONDS
250 4'h Ave S Ste 200
Edmonds, WA 98020
Phone: (425) 178-8500
Fax: (425) 778-5536
STORMWATER SITE
PLAN REPORT
Ward Hendrickson Residence
4102 nd Ave North
Edmonds, WA
911112015
CG Project No.: 15193.20
Hendrickson Residence 15193.20 September 10, 2015
Stormwater Site Plan Report Page 2 of 4
Project Summary
The proposed project is a new residence located at 410 2 nd Ave North in Edmonds, Washington. The
scope of work is to -add a.new single family residence along with associated driveways and retaining
walls.
The site is an almost rectangular shaped parcel, covering approximately 0.17 acres.
The impervious areas on the site will cover approximately 0.09 acres. The driveway is 498 square feet
(0.01 acres). Other site concrete (walkway, patios) adds 425 square feet (0.01 acres) as well. Thehouse,
along with its overhangs, has a 3,111 square foot (0.07 acres) footprint.
Because the project is less than an acre and has under 5,000 square feet in new and replaced impervious
surfaces, it is categorized by the City of Edmonds Stormwater Supplement as a Small Site Category 1
project. From a stormwater perspective, the site will handle its own flow control prior to connecting into
2 nd Ave so is not considered part of a larger develcipment.
Flow control is handled using a 49 lineal foot, 24-inch diameter detention pipe meeting the City of
Edmonds requirements denoted in the Small Site Category 1 handout. The driveway is the only pollution
generating surface, and therefore the project is under the 5,000 square foot threshold requiring water
quality.
250 4th Avenue South, Suite 200
Edmonds, WA 98020
ph. 425.779.8500 1 f. 425.178.5536
ENGINEERING www.cgengineering.com
Hendrickson Residence 15193.20 September 10, 2015
Stormwater Site Plan Report Page 3 of 4
anding North
Dalot St
41
S -ue St
P(65
cAlic
i;h.
lilw -T-�Vetnn I .
. e, 67.)
FIGURE 1: VICINITY MAP
250 4th Avenue South, Suite 200
Edmonds, WA 98020
ph. 425.778.8500 1 f. 425.778.5536
ENGINEERING www.cgengineering.com
Hendrickson Residence 15193.20
Stormwater Site Plan Report
Existing Site Conditions
September 10, 2015
Page 4 of 4
The proposed property is already developed, with a single family residence, driveway, and several trees..
Existing site topography is flat, generally sloping away from the house at Mto 3% toward the property
lines.
2 nd Ave North includes storm and water mains that the new project will be served from. The sewer is in a
City easement through the back of the parcel.
Developed Site Conditions
Stormwater from the impervious areas indicated in the Project Summary section of this report will be
conveyed into catch basins and piped to a detention system designed to meet City, of Edmonds flow
control Standards, per the Stormwater Site Plan table in this report.
The flow control system sized for this project was a 24-inch diameter detention pipe, 49 lineal feet long,
with.a 48-inch diameter Type 2 catch basin on either side. On the low (south) side of the detention
system the catch basin will contain a flow control structure with a 0.75 inch orifice to restrict the flow.
ESC Analysis and Design
A filter fabric fence will be installed along the entire downhill sides of construction where shown on the
plans. The filter fabric fence will be checked periodically during the wet season. It will be inspected
during and after any heavy rainfall. Damage will be repaired prior to leaving the site.
The fence shall be removed within 30 days after the site has been stabilized. Any disturbed areas
resulting from construction or removal of the erosion control measures shall be stabilized. If possible,
the clearing and land alteration work will be scheduled in the dry season. Trapped sediment will be
removed or stabilized on site.
It is expected that a construction entrance will not be needed due to.the small nature of the project
(only approximately 20 cubic yards of grading anticipated). The two existing. driveways shall be used as
access to the site.
Appendix
* Small Site Category I Handout
250 4th Avenue South, Suite 200
Edmonds, WA §8020
ENGINEERING ph. 425.778.8500 1 f. 425.778.5536
1 www.cgengineering.com
O,F r rmf
City of Edmonds
Site Classification Worksheet
Page 1 of 2
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
0
(Category I or Category 2), or a Minor Site. Please reference the Glossm (RP. 10- 11), Figures D and
E. (pp. 8-9), and Examples (pp. I 1- 12). to assist with completion of this worksheet.,
1) Is Permeable Pavement' Proposed For Use on this Site? El Yes N1 No
Refer to Stonnwater Supplement Chapter 5.1
If YES, the subject area is to be considered impervious for initial site classification purposes. 'Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface
areas in the table below.
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Stormwater Supplement Chapter 2 and Fig. C
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
stormwater controls have not yet been applied.
Line 7: Identify the total area proposed.to be mitigated through the use of Low Impact Development Techniques.
Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
Provide a copy of the following tableOn the drainage plan sheet for the proposed project
Line
Type
Area (square feet)
1.
Non -Regulated
Exempt
Regulated
2.
Replaced
3.
4.
New (Post 1977) 444 4 4 4 4 4 4
Total Regulated Impervious Area
Mitigation required if in excess of 2 Os
+
4034.0
1
4034.0
5.
6.
Total Area Mitigated by Existing Stormwater Management System(s)
Regulated Area Not Yet Mitigated
0
4034.0
7.
A ea Proposed to be Mitigated by Low Impact Development Techniques
0
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
4034.0
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
Revised on 310512012 E72-SWM—E)-osioit—Coittri)1-03.05.12.doc Page 5 of 12
City of Edmonds
Site Classification Worksheet
Page 2 of 2
O,i
3) Determine the Total Area of Land Disturbing Activity 6,175 1 sf
R�fer to Sto'nnwater Supplement Chapter 8
1 -
4) Determine the Quantity of Grading, Fill and/or Excavation 165 cy
5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or 0 Yes M No
Landscaped Area?
6) Identify the Watershed the Existing Site Runoff Discharges to
Rqfer to Stormwater Supplement Ch2eter 2.3
Based on Site Location and Watershed Map — Figure7C. Check all that apply.
A. R Direct Discharge B. Ej Creek or Lake Basin
* Edmonds Way Basin
* Puget Sound Basin
* Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
01 Small Site - Category 1 Smafl Site - Category 2 0 Minor Site
Stormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter 5 Chapter 5 Chapter 6
Revised on 310512012 E72-SIViW—Erosii)n—Coiitrol-03.05.12.doc Page 6 of 12
1'0-54 -0
Table I
Detention Pipe Look -Up Table
Category,1 Small SiteProjects
Contributing New Plus
Replaced Impervious
Surface Area (sf)
Le th of Pipe (ft) For Given Inside Diameter
18-inch
rl. �in_ __
30-inch
36-inch
2,000
41
_T2_
15
11
2,500
49
30
18
12
3,000
611
.23
16.,
3,500
7*
38
24
4,000
4-5
29
20,
4,500
4 70 7.
23.
5,000
112
25i
sf — square feet
Orifice Size:
= 0.5 (1/2) inch diameter
= 0.625 (5/8) inch diameter
Elc0.75 (3ATip7ch 7di,7te:,:)
==0.875 (7/8) inch diameter
Note: Multiple pipes in parallel connected together (manifolded) can be used to meet length requirements, if site has constraints.
Table 2
Approved Detention Pipe Material and Catch Basin/Manhole Structure Sizing
Detention Pipe
Inside Diameter WDOT
(inches) Detention Pipe Material Catch Badn/Manhole
18.
All types in fist below table
Type LL-Catch basin
(721-"")
All types in list below table
(17ype 2,48-incEdiarneter manhole
30
All Metal & RPP
Type-7,79--inch diameter manhole
All Concrete & CPEP
Type 2, 54-inch diameter manhole
PVCP
Type 2, 60-inch diameter manhole
�6
Metal & RPP
Type 2, 54-inch diameter manhole
rAll concrete, CPEP, & PVCP
Type 2, 60-inch diameter manhole
WDOT - Washington Department of Transportation
List of Approved Pipe Materials for Detention
S MeW:
aluminized Corrugated Steel Pipe (Type 2
meets AASTO designations M274 and M36)
ASRP - Alun-drium, Spiral Ribbed Pipe (16 gauge or
better)
CAP -Corrugated Aluminum Pipe (16 gauge or
better)
DIP - Ductile Iron Pipe (Class 50 or better)
Concrete:
PCP - Plain'Concrete pipe
RCP - Reinforced Concrete Pipe
Plastic:
PVCP - Polyvinyl Chloride Pipe (SDR 35 or better)
CPEP - Corrugated Polyethylene Pipe (smooth
interior wall, or N-120 pipe)
RPP- Ribbed Polyvinylchloride Pi
-2-
Revised 9/30/13
APPLICATION
for
The City of Edmonds SIDE SEWER PERNaT EASEMENT No . ..........................................
NEW CONSTRUCTION 0 REPAIRS 0
OWNER.......... Wl.....B.urrls ......................................................................... CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS ...... �10 ... 2nd .... Ave ...... N ............................................................... LEGAL DESCRIPTION: LOT No . .............................................. BIA>CK No . ............................................
... ....... ....... . ...
-V
-0
NAMEOF ADDITION .................................................................................................. ......................................
Dye Tested On Sewer 1972
Approved:
DATE................................................ By ......................................................................
GENERAL PROJECT NOTES:
1. SEE COVER SHEET AO.00.
BIDDER DESIGN PROJECT NOTES:
1. SEE COVER SHEET AO.00.
GENERAL SITE PLAN NOTES:
1. SITE LAYOUT SHOWN IS CONCEPTUAL. FINAL GRADING, UTILITIES,
PAVING, LANDSCAPING, HARDSCAPING, ETC TO BE COORDINATED BY
OWNER WITH LANDSCAPE ARCHITECT AND CONTRACTOR UNLESS
NOTED OTHERWISE.
2. REFER ALSO TO OWNER -CONSULTANT SURVEY IF AITACHED.
EROSION CONTROL NOTES:
1. AT LEAST PER THE LOCAL JURISDICTIONS MOST STRINGENT
REQUIREMENTS .. .......... . ....
..................... . . . . . . 11 .......................... ''I ......................... . I ............................. ""'
2. ALL TEMPORARY EROSION CONTROL MEASURES TO BE COMPLETED
WITH DEMOLITION OF THE EXISTING HOUSE. REFERENCE TEMPORARY
EROSION CONTROL PLAN, SHEET C2.1.
SOILS NOTES:
1. SOILS REPORT GUIDELINES TAKE PRECEDENCE.
2. SOIL SUBGRADES SHALL BE PREPARED AS NEEDED TO ACHIEVE A
FIRM, UNYIELDING STATE BEFORE ANY CONCRETE, PAVEMENT, OR
FILL SOIL IS PLACED, SEE SOILS REPORT.
3. LOOSE GRANULAR SOILS SHALL BE COMPACT TO A DENSITY
COMMENSURATE WITH THE SURROUNDING SOILS. SEE SOILS REPORT.
4. ORGANIC OR SOFT COHESIVE SOILS SHALL BE OVER EXCAVATED
AND REPLACED WITH A GRANULAR STRUCTURAL FILL MATERIAL, SEE
SOILS REPORT.
5. FILL MATERIAL SHALL BE PLACED IN HORIZONTAL LIFTS AND
AND COMPACTED TO A UNIFORM DENSITY OF AT LEAST 95% OF
THE STANDARD PROCTOR OR AT LEAST 90% OF THE MODIFIED
PROCTOR.
6. TEMPORARY CUT SLOPES ARE LIMITED PER LOCAL BUILDING CODE.
7. TEMPORARY DRAINAGE MEASURES TO MANAGE WATER DURING
CONSTRUCTION SHALL BE PER LOCAL JURISDICTION REQUIREMENTS.
LEGEND:
PROPOSED BUILDING FOOTPRINT
ROOF OVERHANG
PROPERTY LINE
SETBACK LINE
03 &9-6—LM GRADE ELEVATION
EXISTING GRADE CONTOUR - TO
REMAIN
EXISTING GRADE CONTOUR -
REVISED
- - - - - - - - - - - NEW GRADE COUNTOUR
0 TREE
E ELECTRIC LINE
C CABLE LINE
T TELEPHONE LINE
Sw- STORMWATER LINE
S - SANITARY SEWER LINE
W_ WATER LINE
G - GAS LINE
SIR - FIRE SPRINKLER LINE
F—GAS] GAS METER
EYE WATER METER
FEi1:1 ELECTRICAL METER - MAIN
emm
F52q ELECTRICAL METER
em
0 0 FENCELINE
0 11 SILT FENCE
ITEMS TO BE REMOVED/EXTENT
OF DEMOLITION
CB 250A RIM=40.56'
12"
CONC TO N'LY, IE=36.36'
12"
CONC TO S'LY, IE=36.36'-
10"
CONC TO E'LY, IE=36.56'
10"
CONC TO W'LY, IE=36.56'
FOUND MONUMENTIN
CASE
WITH BRASS PIN, DOWN 1.2'
VISITED 5/5/2015-
ELEVATION AT
BRASS PIN=40.42'
IQ
C)
Nz-
�b
v IV-
4b
00
1P
yl�bb I P
A?
�8' DECIDUIUS
M
0 , CI
16" DECIDUOUS
.EDGE OF CONC WALK
0.8' NW'LY OF LINE
WOOD FENCE
0.9' NE'LY LINE
FOUND IRON PIPE
-0.14' S & 0.07' W
OF CORNER
SW EDGE OF 6" CRW
:�,��O- 1' NE'LY OF LINE
HATCH INDICATES EXISTING
HOUSE TO BE DEMOLISHED
/Iv 6n
00
kk
CB 250A RIM=40.69'
10" CONC LY, IE=38.69'
(�' lot tAlb I INU I Ktt
(b TO BE REMOVED
WATER SERVICE T BE CUT AND M (b
r7l (b
L-i
V4 CAPPED. PROVIDE AVB VALVE
(b 0
C!P
A
10" DECIDUOUS
J
LQ.
6",
4_1
0
1�EDGE OF CONC WALK
0.8' NW'LY OF
SET REBAR & CAP
LS# 51800,
X
N,
W OD FENC
1.0' NE'LY OF L
-WOOD FENCE
0.9' SW'LY OF LINE
WOOD FENCE
1.3' NE'LY OF LINE
N,
EDGE OF CONCRETE
0.5' SW'LY OF LINE
ALL EXISTING CONCRETE WALKS
AND PADS TO BE DEMOLISHED 001, kk
109
'9
1<
8" DECI
N
DEMO PLAN 1111111111 F
SCALE: 1/8" = l'-O" 9876543216 10 20 30 40
SW EDGE OF 6" CRW
0.3' NE'LY OF LINE
6' DECIDUOUS
0 /
EXISTING SEWER CUT AND
CAPPED @ EDGE OF EASEMENT
A\
FOUND IRON PIPE
0.08' N & 0.23' W
OF CORNER
----N<-WOOD FENCE
0.6' SE'LY OF LINE
WOOD FENCE 0.2'
N'LY OF LINE
WOOD FENCE CORNER
0.1' NE'LY OF LINE &
0.1' SE'LY OF LINE
SET PK NAIL & WASHER
LS# 51800
e all damage to
Applicant shall reepairftePlac
utjjjtIc,�_ or, p
ron,ngo jrtq, roverlients in CitY
v stnirldards that is cauee
PG; parmitted pi'Oject,
OMER/CONTRACTD,11- '155 MMNSIBLE FOR
EROSION CONTRCL,�& DRAINAGE
STREE"0010 FIL
�-Z,2-0 1- 5- 1 z, -3 <&
RESUB
DEC o 3 2015
BUItLDING IDEPARMENT
clTy Or- EDMONDS
ARCHITECT OF RECORD
STANNARD
ARCHITECTS PLLC
3950 6TH AVE NW
SEATTLE WA 98107
TEL: (206) 547-0565
FAX: (206) 547-0563
@ copy6ght
1) REPRODUCE DRAWINGS ONLY WITH
WRITTEN PERMISSION FROM STILLWATER
DWELLINGS
2) INTELLECTUAL PROPERTY OF
STILLWATER DWELLINGS. THESE DRAWINGS
MAY ONLY BE USED FOR THE
CONSTRUCTION OF THE HOUSE TO BE.-�,
INSTALLED AT THE PROJECT ADDRESS
LISTED ON THESE DRAWINGS.
3) CONSTRUCTION OF THE PROJECT
THESE DRAWINGS DESCRIBE MAY ONLY
PROCEED WITH THE EXPRESS WRITTEN
CONSENT GRANTED BY STILLWATER
DWELLINGS LLC
CD
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00
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DOCUMENT
RELEASES:
DATE
DESCRIPTION
07107/15
PHASE I - PRICING
09/18/15
PHASE 11 - PERMIT
10/14/15
PERMIT PLG REV. ZN
11/09/15
PERMIT BLDG REV&
19/01115
PERMIT ENG REV. A3
I DRAWN JEP/JMH
I SHEET
EXISTING
CONDITIONS AND
DEMOLITION PLAN
File: 15—WARD-143—PLOT A100Adwg / Sheet: A1.00A / Plot Date: December 2, 2015
GENERAL PROJECT NOTES:
1. SEE COVER SHEET AO.00.
BIDDER DESIGN PROJECT NOTES:
1. SEE COVER SHEET' AO.00.
GENERAL SITE PLAN NOTES:
1. SITE LAYOUT SHOWN IS CONCEPTUAL. FINAL GRADING, UTILITIES,
PAVING, LANDSCAPING, HARDSCAPING, ETC TO BE COORDINATED BY
OWNER WITH LANDSCAPE ARCHITECT AND CONTRACTOR UNLESS
NOTED OTHERWISE.
2. REFER ALSO TO OWNER -CONSULTANT SURVEY IF ATTACHED.
EROSION CONTROL NOTES:
1. AT LEAST PER THE LOCAL JURISDICTIONS MOST STRINGENT
REQUIREMENTS.
2. ALL TEMPORARY EROSION CONTROL MEASURES TO BE COMPLETED
WITH DEMOLITION OF THE EXISTING HOUSE. REFERENCE TEMPORARY
EROSION CONTROL PLAN, SHEET C2.1.
SOILS NOTES:
1. SOILS REPORT GUIDELINES TAKE PRECEDENCE.
2. SOIL SUBGRADES SHALL BE PREPARED AS NEEDED TO ACHIEVE A
FIRM, UNYIELDING STATE BEFORE ANY CONCRETE, PAVEMENT, OR
FILL SOIL IS PLACED, SEE SOILS REPORT.
3. LOOSE GRANULAR SOILS SHALL BE COMPACT TO A DENSITY
COMMENSURATE WITH THE SURROUNDING SOILS. SEE SOILS REPORT.
4. ORGANIC OR SOFT COHESIVE SOILS SHALL BE OVER EXCAVATED
AND REPLACED WITH A GRANULAR STRUCTURAL FILL MATERIAL, SEE
SOILS REPORT.
5. FILL MATERIAL SHALL BE PLACED IN HORIZONTAL LIFTS AND
AND COMPACTED TO A UNIFORM DENSITY OF AT LEAST 95% OF
THE STANDARD PROCTOR OR AT LEAST 90% OF THE MODIFIED
PROCTOR.
6. TEMPORARY CUT SLOPES ARE LIMITED PER LOCAL BUILDING CODE.
7. TEMPORARY DRAINAGE MEASURES TO MANAGE WATER DURING
CONSTRUCTION SHALL BE PER LOCAL JURISDICTION REQUIREMENTS.
LEGEND:
PROPOSED BUILDING FOOTPRINT
ROOF OVERHANG
PROPERTY LINE
SETBACK LINE
GRADE ELEVATION
EXISTING GRADE CONTOUR - TO
REMAIN
EXISTING GRADE CONTOUR -
REVISED
- - - - - - - - - - - NEW GRADE COUNTOUR
0 TREE
ELECTRIC LINE
C CABLE LINE
T TELEPHONE LINE
sw— STORMWATER LINE
s — SANITARY SEWER LINE
W_ WATER LINE
G — GAS LINE
SP — FIRE SPRINKLER LINE
F—GAS] GAS MET`ER
F-w-m-1 WATER METER
F52:1 ELECTRICAL MET`ER - MAIN
emm
F52�1 ELECTRICAL METER
em
0 0 FENCELINE
0 0 SILT FENCE
ITEMS TO BE REMOVED/EXTENT
OF DEMOLITION
8
C6
CB 250A RIM=40.56'
12" CONC TO N'LY, IE=36.36' A� A�
12" CONC TO S'LY, IE=36.36'
10" CONC TO E'LY, IE=36.56'
10" CONC TO W'LY, IE=36.56'
KFOU N"I'' .............. M 0 N U"MENTIN CASE
ITH BRASS PIN Dnww 1 ?'
VISITED 5/5/2015 (v C7
144
ELEVATION AT _X_
BRASS PIN=40.42'
NEW UNDERGROUND
SERVICE, COORDINATE
W/SNO PUD
PID
1�0
IMPERVIOUS SURFACE CALCULATIONS:
PROPOSED BUILDING/ROOF OUTLINE: 3111 SF
PROPOSED PATIOS: 425 SF
PROPOSED DRIVEWAY: 498 SF
HEIG TCALCULATIONS*
DATUM = 40.42' (BRASS PIN MONUMENT NW OF SITE)
A = 41.92'
B = 40.46'
C = 41.60'
D = 41.97'
AVERAGE GRADE = 41.49' A
ACTUAL BUILDING HEIGHT 56.49'
MAXIMUM ALLOWED BUILDING H IGHT = 41.49' + 25.00' 66.49'
LOT COV GE:
RESIDENCE & GARAGE = 2270 SF
ROOF EAVES (LESS 30-) = 185 SF
PROPOSED TOTAL LOT COVERAGE= 2455 SF
LOT SIZE = 7310 SF/2455 SF = 33.6% LOT COVERAGE
C-7
C-2
39.98'
C2
0 EDGE OF CONC WALK
"__,o �' NW'LY OF LINE
1 ,---0.8
Ip
yjobb 1p
8' DECIDUOUS
00
11 6" CI
6" DECIDUOUS
CB 250A RIM-4 69'
=3% Q%
10" CONC W'LY, 9'
(b (0 1�0 (0
, I , I
- 4b - IV M (b CATCH BASIN,
A r, %It q. SEE C3.1
(b 0 0
<:) ocb 0)
N C_j
0,
NEW CURBrv�_
WOOD FENCE
0.9' NE'LY LINE
FOUND IRON PIPE
,0.14' S & 0.07' W
OF CORNER
BD -= 40.46'
SW EDGE OF 6" CRW
0.1' NE'LY OF LINE
60
7o6
SW EDGE OF 6" CRW
4" 0.3' NE'LY OF LINE
C 41.60'
Q)
SEE G
TRENCH GRATE _p
0 PER CIVIL
EDGE OF C C WAL DRIVEWAY PER / / / z 1., 1-1 ER
/ENTRY T
0.8' NW' Y OF L r111111 / #1 M�ATIO
-UAK 122 sf
GA E 6" DECIDUO
SET BAR & AP
LS# 1800 4250' HOUSE 0
T.O. SLAB 2,256 sf /
27$ 43.00'
C.7 WOOD FENC T.O. FLOOR
41.90' 1.0' NE'LY OF L 0�
WOOD FENCE A = 41.92'
0.9' SW'LY OF LINE
WOODFENCE
1.3' NE'LY OF LIN 4e
C*
EDGE OF CONCRETE
N,
0.5' SW'LY OF LINE PATIO
346 sf 40' 4�, �b
CONTRACTOR TO OBTAIN -
COVEIRAGE KEY PLAN: RIGHT OF WAY PERMIT FOR
N.T.S. ANY PERTINENT WORK IN
I THE RIGHT OF WAY
60
00
70 01
A�
D = 41.97' Nb
TOTAL COVERAGE BY STRUCTURES:
10, OL FOUND [RON PIPE
/0 .08' N & 0. 23' W
OF CORNER
8" DECI U 79VIES WWE: eer"
WOOD FENCE
0.6' SE'LY OF LINE
42.0o.—lu
WOOD FENCE 0.2'
N'LY OF LINE
_""�,,,_�SITE PLAN
SCALE: 1/8" = 1'-0" 9876543210 10 20 30 40
Scanned
42.001
WOOD FENCE CORNER
1 NE'LY OF LINE &
.1' SE'LY OF LINE
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SET PK NAIL & WASHER
Ls# 51800
APPROVED BY PLANNI G
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ARCHITECT OF RECORD
STANNARD
ARCHITECTS PLLC
3950 6TH AVE NW
SEATTLE WA 98107
TEL: (206) 547-0565
FAX: (206) 547-0563
@ copy6ght
1) REPRODUCE DRAWINGS ONLY WITH
WRITTEN PERMISSION FROM STILLWATER
DWELLINGS
2) INTELLECTUAL PROPERTY OF
STILLWATER DWELLINGS. THESE DRAWINGS
MAY ONLY BE USED FOR THE
CONSTRUCTION OF THE HOUSE TO BE
INSTALLED AT THE PROJECT ADDRESS
LISTED ON THESE DRAWINGS.
3) CONSTRUCTION OF THE PROJECT
THESE DRAWINGS DESCRIBE MAY ONLY
PROCEED WITH THE EXPRESS WRITTEN
CONSENT GRANTED BY STILLWATER
DWELLINGS LLC
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DOCUMENT RELEASES:
DATE
DESCRIPTION
07/07/15
PHASE I - PRICING
09/18/15
PHASE 11 - PERMrr
10/14/15
PERIVIIT�LG REV.
11/09/15
PERMIT BLDG REV,��
12/01/15
rpEwiT ENG R�. A3
DRAWN JEP/JMH
SHEU
SITE PLAN
15—WARD-143—PLOT A10013—COR l.dwg / Sheet: Al.00B / Plot Date: December 2, 2015
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nta�DMONDS, WA Uo'noz-t
OWNER CONSULTANTS
JOAN WAR & ERIC HENDRICKSON ARCHITECT CIVIL ENGINEER
PO BOX 25882 STILL WATER DWELLINGS CG ENGINEERING
SEATTLE, WA 98165 3950 6TH AVE NW 250 4TH AVE S, SUITE 200
SEATTLE, WA 98107 EDMONDS, WA 98020
206.547.0565 FAX 206.547.0563 425.778.8500 FAX 778.5536
CONTACT: JANA HUNGARTER CONTACT: JARED UNDERBRINK
SURVEYOR
GEODIMENSIONS
10801 MAIN ST STE 102
BELLEVUE, WA 98004
425.458.4488
CONTACT: SEAN ROULETTE -MILLER
UTI LITI ES
WATER/SEWER/STORIVI GAS
CITY OF EDMONDS PUGET SOUND ENERGY
121 5TH AVE N PO BOX 91269
EDMONDS, WA 98020 BEELEVUE, WA
425.771.0241 1.888.22S.5773
POWER
SNOHOMISH COUNTY PUD
PO BOX 1107
EVERETT, WA 98206
425.783.1000
CABLE & TELEPHONE
COMCAST
15815 25TH AVE W
LYNNWOOD, WA
877.824.2288
LEGAL DESCRIPTION
LOT 7, SUNSET ADDITION TO THE CITY
OF EDMONDS, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME
15 OF PLATS, PAGE 41, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
IFI a-Z
VtSTV4L-r
BASIS OF BEARINGS
THE CENTERLINE OF 2ND AVENUE BEARS
N30048'48"E BETWEEN FOUND MONUMENTS, PER
PLAT OF SUNSET ADDITION TOTHE CITY OF
EDMONDS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 15 OF PLATS, PAGE 41,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
DATUM
NAVD88
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF 25.CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING
EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS,
CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND
RULES AND REGULATIONS: EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR
- CURRENT INTERNATIONAL BUILDING CODE (IBC) SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
- 2014 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL 26.CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES
CONSTRUCTION FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF 27.COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS
EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH
CONSTRUCTION IS IN PROGRESS. ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND 28.EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK
THE LOCAL GOVERNING AUTHORITY. SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF E DMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE 29.NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO
SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD
COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO ADJUSTMENTS SHALL BE APPROVED BY OWNER'S EPRESENTATIVE AND CITY.
THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL 30.WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE
PROJECT APPROVAL. POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 31.SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN WITHIN THE BUILDING.
FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND 32.SEE FLECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY 33.SEE !A NDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY
VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER CONSTRUCTION SEQUENCE NOTES:
AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT.
THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, 1326. TWO DAY (48 HR) NOTICE IS REQUIRED.
SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING
POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES.
FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES 3. CALL FOR UTILITY LOCATES.
PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF
CONFLICTS THAT ARISE. 4. INSTALLTESC MEASURES AND MAINTAIN DUSTCONTROL WHILE PREVENTING DISTURBANCE OFANY
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR.
LEAST 48 HOURS PRIOR TO CONSTRUCTION. ALLTEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL
BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
DISCREPANCIES.
10.PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD 6. DEMOLISH EXISTING STRUCTURES
CONDITIONS. 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
11.CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECTTO ADDITIONAL
APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE
THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE STABILIZED PER EROSION CONTROL NOTES BELOW)
RECOMMENDATIONS OF THIS REPORT.
12.STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
RECOMMENDATIONS OF THE PROJECT GEOTECHN [CAL REPORT. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE.
13.MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE
TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALLTEMPORARY EROSION CONTROL
SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR.
REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT.
14.SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF
BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES.
1S.ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION
PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE
ENGINEER.
16.ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER
EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS
NOTED OTHERWISE.
17.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF
ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
18.AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE
RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN
ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
19.ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE
METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION
CONTROL REQUIREMENTS.
20.THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING.
WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
21.THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF
SOIL AND ROCK MATERIALS ARE REQUIRED.
22.SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT
ELEVATIONS SHOWN.
23.FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE
FOR A MINIMUM DISTANCE OF 10 FEET.
SHEET
C1.1
COVER SHEET & GEN
C2.1
TEMP ORARY EROSIO
C3.1
I UTILITY PLAN
VICINITY MAP
NTS PROJECT SITE
DALEYST
LEGEND
DESCRIPTION
EXISTING
PROPOSED
ABBREVIATIONS
PROPERTY LINE
ABN
ABANDONED
MJ
MECHANICALJOINT
ADJACENT PROPERTY LINE
BLDG
BUILDING
MON
MONUMENT
CENTERLINE
BOW
BOTTOM OF WALL
NTS
NOT TO SCALE
CLEARING LIMITS
CL
CENTERLINE
OC
ON CENTER
SEDIMENT BARRIER
X- X-
CB
CATCH BASIN
PC
POINT OF CURVATURE
CONTOUR LINE
100- - - - -
CMP
CORRUGATED METAL PIPE
PI
POINT OF INTERSECTION
FENCE
Co
CLEANOUT
PIV
POST INDICATOR VALVE
SANITARY SEWER LINE
ss - ss -
ss ss
CONC
CONCRETE
PROPERTY LINE
MANHOLE
E)
CONST
CONSTRUCTION
PT
POINT OF TANGENCY
STORM DRAIN MAIN
SD - SD -
CU YD
CUBIC YARD
PVC
POINT OF VERTICAL CURVE
STORM DRAIN PIPE
- - - - - - - - ---
DDCVA
DOUBLE DETECTOR CHECK
VALVE ASSEMBLY
PVI
POINT OF VERTICAL
INTERSECTION
co
ROOF DRAIN
R - - - R - - - R -
-R-R
DIA
DIAMETER
PVMT
PAVEMENT
FOOTING DRAIN
PRESSURE LINE
F - - - F - F -
P - - - P P
- F F
-P-P�
DIP
DUCTILE IRON PIPE
PVT
POINT OF VERTICAL TANG.
EA
EACH
R
RADIUS
CATCH BASIN (TYPE 1)
0
EJ
EXPANSION JOINT
REINF
REINFORCE MENT
CATCH BASIN (TYPE 2)
ELEV
ELEVATION
RJ
RESTRAINED JOINT
CLEANOUT
EOP
EDGE OF PAVEMENT
RET
RETAINING
CLEANOUT AND WYE
EX
EXISTING
RT
RIGHT
GRADE BREAK
FDC
FIRE DEPT. CONNECTION
SD
STORM DRAIN
SURFACE SWALE
>
FFE
FINISHED FLOOR ELEVATION
SECT
SECTION
DRAINAGE ARROW
_-Z.-
------- %_
FH
FIRE HYDRANT
SDMH
STORM DRAIN MANHOLE
WATER LINE
WA- - - WA
WA-- WA--
FL
FLANGE
SIM
SIMILAR
WATER METER
ED
FT
FEET/FOOT
SQ
SQUARE
FIRE HYDRANT
GV
GATE VALVE
SS
SANITARY SEWER
FDC
'a'
HP
HIGH POINT
SSMH
SANITARY SEWER
MANHOLE
PIV
0
HT
HEIGHT
STA
STATION
GATE VALVE
x
ID
INSIDE DIAMETER
STD
STANDARD
TEE
IE
INVERT ELEVATION
STL
STEEL
90* BEND
L
LENGTH/LINE
TB
THRUSTBLOCK
THRUST BLOCKING
A
LF
LINEAL FOOT
TOC
TOP OF CURB
CAP
Li
LP
LOW POINT
TOW
TOP OF WALL
CONCRETE PAVEMENT
-d
LT
LEFT
TOP
TOP ELEVATION
ASPHALT PAVEMENT
MAX
MAXIMUM
TYP
TYPICAL
CRUSHED SURFACING
MECH
MECHANICAL
VC
VERTICAL CURVE
ROCKERY
CCCXDOCC=�
Cx000Cx3Cx=
MH
MANHOLE
W/
WITH
SPOT ELEVATION
26-.0
20.0
MIN
MINIMUM
WM
WATER METER
TELEPHONE LINE
T - - - T - - - T -
-T-T-
POWER LINE
E - - - E - - - E -
-E-E�
GAS LINE
G - - - G - - - G -
-G-G-
SIGN
Appiicant shall repair/replace all damage to
ulNklies or frontage itnprovements in City
right-of-way pol Cit,� standards that is caueed
or occur3 during tra permitted project.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: Vile /40
BY:
DIVISION
6NGINeeMNG
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DATE:
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RES 101
DEC 0 3 2015
INSTALL CB
PROTECTION
CB 250A RIM=40.56'
CONC TO WILY, IE= .36.36'
2" CONC TO S'LY, IE=36.36�
0" CONC TO E'LY, IE=36.56'
0" CONC TO WILY, IE=36.56'
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REMOVE EXIST
SITE CONCRETE
EXIST WOOD
FENCE TO REMAIN
600.
1p
PROPOSED HOUSE LOCATION
FFE: 43.0 (SEE C3.1)
TEMPORARY EROSION CONTROL AND GRADING PLAN
-SCALE: 1" = 10-
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THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE,
FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE,
::VWOIRE MESH SUPPORT FENff
cu 11 ft T SUPPORT FILTER FAMIC,
11 Im 11
—1T --(� — — — — — — — — — — — r
rd BURY 30TTOM OF FILTER
MATERIAL 8' TO 12'
6'.. MAX.
LI\ 2' X 2' WOOD POSTS OR Li
EQUIVALENT
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN,
REVISIONS STANDARD DETAIL
APMVED lY I DATE
RL78FAWFUE RVIIATKAIMISIS
169() C
3C30 DATE 7/24/01 SCALE NTS DWO No' E1.1
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
OVINERICONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
,�"--50�00- '-V�
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MIN. RADIUS
QUARRY SPALLS
2-4' MIN DIA
8`12' MIN. DEPTH
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PROVIDE FULL WIDTH OF INGRESS/
EGRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERIOD.
CITY INSPECTION REQUIRED ON ALL EROSION CONTROl
MEASURES BEFORE WORK CAN BEGIN,
REVISIONS D
Ap"OvEll my I DAM STANDAR DETAIL
D, GEBERT 10/6/03 STAMM 018111M BMW
lagio- - —DA—TI-
6,— _1990 — 7/24/01 SCALE NTS DWr No' Ell 2
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
4 4:
4-
4.
GRATE
CB
FILTER SOCK WITH
OVER FLOW HOLES
CATCH BASIN
THIS APPLICATION SHALL BE
MAINTAINED AT ALL TIMES
DURING CONSTRUCTION PERIOD,
SEDIMENT SHALL BE REMOVED ON
A REGULAR BASIS TO MAINTAIN
FILTRATION EFFECTIVENESS.
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN,
M
REVISIONS
PPMVED By nAw I STANDARD DETAIL
D. GEBERT 10/06/03 1
D. GEBERT 05/19/D5 TEMPMRYSEDIMW7W FOR CATM BASINS
D. GEBERT ATE SCALE
R. ENGLISH 11/01/13 ---rD 7/24/01 NTS
05/05/06 1 �l _ IDWO No* E1.3
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY: ?. �Io5e4w44 71-
CITY ENGINEERING DIVISION
NK
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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OL
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12" CONC TO S'LY, IE=36.36'
10" CONC TO ElY, IE=36.56
10" CONC TO WLY, IE=,36.56'
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PLAN NOTES:
1. ALL UTILITIES WILL BE LOCATED UNDERGROUND.
2. ALL DISTURBED ARES ON AND OFF SITE SHALL BE COMPOST
AMENDED PER REQUIREMENTS OF BMP T5.13 IN THE STORM
WATER MANUAL, VOLUME V, CHAPTER 5.
3. FIELD VERIFY LOCATION, DEPTH, SIZE & MATERIAL OF SEWER
MAIN ON EAST SIDE OF PROPERTY PRIOR TO CONSTRUCTION.
4. CITY INSPECTORS TO EVALUATE EXISTING FRONTAGE IN
CONSTRUCTION FOR NECESSARY REPLACEMENTS IF NEEDED.
5. CONTRACTOR TO OBTAIN RIGHT OF WAY PERMIT FOR ANY
PERTINENT WORK IN THE RIGHT OF WAY.
6. IF EXISTING SIDEWALK IS DAMAGED AND/OR DOES NOT MEET
CURRENT ADA STANDARDS THE SIDEWALK WILL NEED TO BE
REPLACED.
7. ROOF DRAINS UNDER DRIVEWAY SHALL HAVE TMIN COVER.
UTILITY PLAN
SCALE: 1" = 10'
STD LOCKING MH FRAME &
COVER MARKED "DRAIN"
48"0 TYPE 11 CB
12"0 CMP FLOW
)777:
CONTROLASSEMBLY
RESTRICTOR PLATE
W/ 0.75"0 ORIFICE
Z
/IV
00"',
MW D"S NOT
TO BE T!ED KqTO
DEVIENTMIN11 Isysme"it
p, P ii-7
N - 12
F 3 '10 1- LIA11111 c 0 7i
FINISHED GRADE
(42.0 MIN) -
CONNECTION FROM
ADJACENT PIPE
S 0.5% (TYP)
NOTES:
1. RESTRICTOR ORIFICES TO BE SHOP DRILLED, SHARP EDGED.
2. TOTAL PIPE LENGTH IS 49 LF. (2) 23 LF PIPES & (2)1.5 LF
CONNECTING PIPES.
FLOW CONTROL STRUCTURE WITH DETENTION TANK - SECTION
SCALE: NTS
�v 60
�06
ROOF DRAIN
IE = 41.5
ROOFAND
FTG DRAINS
WATER & SEWER
INSPECTIC'NirlS REQU
CALL 425-77-1-0220 F�T- 1,326
r
10
23 LF - TO CMP
DETENTION TANK
10
.0 ELEV = 40.97
DETENTION TANK.Zih.
IE = 38.97 W
CONNECTION FROM
ADJACENT PIPE
CATCH BASIN SCHEDULE
MARK
TYPE
RIM ELEV
INV ELEV
NOTES
(S) = 40.20
48" TYPE 11
42.25
(N) = 38.85
FLOW CONTROL STRUCTURE
(W) = 38.85
48" TYPE 11
42.25
(E) = 39.0
(S) = 38.96
10 LF - 4"
PVC @ 0.5%
)U � DKA INS)
7 7
/ 'At
EXISTING
SIDE SEWER
IMPERVIOUS AREAS:
DRIVEWAY: 498 SCL FT (0.01 ACRES)
HOUSE (INCLUDES OVERHANGS): 3,111 SQ FT (0.07 ACRES)
SITE CONCRETE: 425 SQ FT (0.01 ACRES)
TOTAL: 4,034 SCL FT (0.09 ACRES)
beTewle" SYS-M#A PCVL A-1,StFb So I
6" DECIDUOUS
6" CO W/ 12" CAST [RON
LAMPHOLE COVER W/
1/2" HEXBOLTS
IE = 38.4 MAX
CONNECTION AT MAIN REQUIRES
ROMAC INSERTA TEE TO BE
INSTALLED BY CONTRACTOR
(NOT THE CITY OF EDMONDS)
8" SEWER (±58" DEEP
PER EDMONDS GIS)
ti" HOLLY e*jOVED
8" DECIDUOUS
SCALE: NTS
4" DIA PERFORATED PVC PIPE
WITH 6" OF 1" MINUS GRAVEL
ALL AROUND, WRAPPED IN
NON -WOVEN GEOTEXTILE FABRIC,
SLOPE AT 0.5% MIN. TURN DOWN
PERFORATIONS AS SHOWN
8" MIN FROM WOOD.
SEE STRUCTURAL DRAWINGS
6" DOWNSPOUT TIGHTLINE TO FINISHED GRADE 4
CONVEYANCE SYSTEM @ 0.5%
MIN. PLACE NEXT TO FOOTING
DRAIN OR AS SHOWN ON
GRADING & DRAINAGE PLAN
(CONTRACTOR MAY LOCATE ON
EITHER SIDE OF FOOTING DRAIN) C) 0
000.0
0 00 00
0 0 4
0. 0
LINE OF MAX EXCAVATION. 10 0 000 .4-
IF SOIL IS OVEREXCAVATED, 0 0 0 4
REPLACE WITH LEAN MIX do 0
CONLRE-1 I:
FOOTING
K*a_� _FO�OTI�NG �AND_RO�OF_DR�AIN �SECTIO�N
SCALE: NTS
SEE ETAIL 3 W
E'D
Sy Acp
ciry,
k4a
XPANSION JOINT
SEE NOTE 'I?
EXPANSION JOINT 1112
C7
&4
k,
NN
Q ,c,4R AP,4
cca,
Zqt.)
NOTE,
TYPE 'A' CURB AND GUTTER
1. IF DRIVEWAY WIDTH EXCEEDS
OR
15', INSTALL A FULL DEPTH EXPANSION
JOINT.
IG' VERTICAL CURB
(TO MATCH EXIST. ONLY)
2. DRIVEWAY APRON SHALL BE A MINIMUM
OF 61 THICK AND SHALL BE PLACED [IN
2' 13F 5/8' CSTC AND COMPACTED GRADE,
EXPANSION JOINT
3 A MINIMUM 21 SAW CUT IS REQUIRED IN
T�E ASPHALT WHERE NEW CURB / GUTTER
1/2' LIP
IS PLACED (SEE DETAIL ABOVE).
SLOPE
6' CURB
CONCRETE SHALL BE CLASS 3- 300OPS1
11
DRIVEWAY CURB TRANSITIONAL DETAIL FOR
CURB AND GUTTER OR VERTICAL CURDS
CURB AND GUTTER SHALL BE PDUR,'7
�EMD
SEPARATELY FRDM THE SIDEWALK. .
CITY INSPECTIDN REQUIRED DN FDRM
Wil
WDRK
PRIDR TD PDUR,
.-C ITY... -0-F*.:.*...J-,---0;
E .0
t� N."D S.
REVISIOr4S
STANDARD DETAIL
APPRDVED BY
IMTE
D. GEErRT
10/fi/03
STANDARD DRIVEWAY ENTRANCE
01/15/OB
DATE 7/24/01
SCALE NTS
DWO 140. Elm
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: Ihph(a
gy:
CITY ENGINEERING DIVISION
ENGINEIEmmm RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
GUI
.AW-4*
2/05/1� 1
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CHECK: GAG
JOB NO: 15193.20
DATE: 09/17/15
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