17729 69TH AVE W.PDFIIIIIIIIIIII
5290
17729 69TH AVE W
. D 10 2014
City of Edmonds ,,t )%:
BUILDINo
Site Classification Worksheet
Page 1 of 2 "1". 1 ",C)Q,
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
(Category I or Category 2), or a Minor Site. Please reference the Glossary (Pp. 10- 10, Figures Q 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 KI No
R,�fer to Stormwater Supplement Chapter 5.1 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 I
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Relzulated; 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 Reglaced-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 table on the drainage plan sheet for the proposed project
Line
Type
Area (square feet)
(F-1511WPITIOA)
Non -Regulated
2276 sq ft (1964 House & Driveway)
Exempt
Regulated
2.
Replaced keeping Foundation
-I -- ----------------
New (Post 1977) +
Total Regulated Impervious Area
Mitigation required �f in exc ss of 2000sf
------ ---
3.
4.
5.
6.
Total Area Mitigated by Existing Stormwater Management System(s) 1
Regulated Area Not Yet Mitigated
97S
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
8.
1 Area Proposed to be Mitigated through Conventional SWM Techniques
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf orstone)
Revised on 310512012 E72-Sg'M—Et-usiun—Cotitrul-03.05.12.tloc Page 5 of 12
tz"�`IPREET FILE
City of Edmonds
Site Classification Worksheet
Page 2 of 2
3) Determine the Total Area of Land Disturbing Activity 600 sf
Refer to Stormwater Supplement Chapter 8
14) Determine the Quantity of Grading, Fill and/or Excavation
5) Will the project convert 314 Acre or More of Native Vegetation to Lawn or El Yes ZI No
Landscaped Area?
6) Identify the Watershed the Existing Site Runoff Discharges to
R�fer to Stormwater Supplement Chapter .1.3
Based on Site Location and Watershed Map — Figure-C. Check all that apply.
A. F1 Direct Discharge B. RX Creek or Lake Basin
• Edmonds Way Basin
• Puget Sound Basin
Ei Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
El SmalO' Site - Category 1 El Small Site - Category 2 RX Minor Site
Stonnwater Supplement Stormwater Supplement Stormwater Supplement
Chapter 5 Chapter 5 Chapter 6
Revised on 310512012 E72-SIVAI Eru.sion Control- 03.05.12. clot P ag e 6 of 12
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
I
.Name:
Date: allabg
SiteAdd,ess:
Tax Parcel:
Project Description: aw a;ir% deA C4.,
Plan Check#: %Lb*A01qo110
Reduced Site Plan Provided: (0/ NO)
Zoning:
Map Page: --7Corner,Lot:
(YES /(D
Flag Lot: (YES
Critical Areas Determination #:
El 'Study Required.'
waiver
SEPA Determination:
Exempt'
D Needed (for over 500 cubic yards of grading)
0 Fee El Checklist 0 APO List with notarized form
Required Setbacks
Street:
2-6-
Side:
Rear:
Actual Setbacks
Street:
Side:
Side:
Rear:
El Detached Structures:
R,ockeries:
El Fences/Trellises: No At- sl�fawn 61%
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
. . . . . . . . . . . . . . . . . . . . Height
Datum Point:
Datum Elevation: NC)o I
Maximum Height Allowed:
Actual Height:
Other
Parking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 35% Proposed:*10.IP7
214 St! 414.
Lot Coverage Calculations:
ADU. Created: (YES AD
Subdivision:
'A.', g a M �m dotodia C- lsor-m" 24 ts C Nc
Legal Nonconforming Land Use Determination Issued: (YES /0
Comment5
Plan Review BY:
Planning Data Form 07-14-09
The City of Edmonds Side Sewer Drawing EASEMENT NO . .....................
L— NEW CONSTRUCTION E REPAIRS E] LID NO . .................. ASMT. NO . .............
OWNER ..... f7t�-.TIA ..... �--YBZ� - -------------- — CONTRACTOR ....... <Z> - ------------------------------------------------- PERMIT NO.
LEGAL DESCRIPTION: LOT NO - -------------
JOB ADDRESS -- ------ 4 ..................... ------------------------- BLOCK NO - ------------------------------------
..................................................................................................................................................................
NAMEOF ADDITION .................... .................................................................................................
I <�'. I r
7
4
1�
PWW-0001-11175 (REV.11/f.8)
Al
ZIN
41, Fv-
!2�
Approved:
7? ............. By ............. ; .. ...................
DATE ....................... ;�-i
0
0
EDMONDS
FOR INSPECTION CALL_�
WORKS DEPARTMENT Permit N'
775-2525 ENt. 220 Issue bate�
oi.DE SEWER PERMIT
k * PERMIT'MUST BE POSTED ON JOB SITE
1
Address of Construction /QQ7 q
2.
Property Legal Description (include all easements)
3.
Sin�gle Family Residence Multi -Family No. of Units
Commercial
4.
Owner and/oj��-B-uihder 41
5.
Contractor & License No.
6.
Invasion into City Right -of -Way: No Yes (If Yes Right-of-
way Construction Permit Required Call Dial Dig (342-5344) before
excavation).
P
7.
Cross other private property: Yes No Easement required -
U
attach legal description and county easement number.
P4
READ
THE FOLLOWTNG AND SIGN:
a. Property owners must obtain a permit to install side sewers on
>4 their property. A licensed side sewer contractor must be employed to
M
construct side sewers in the public right-of-way.
b. The side sewer contractor assumes full reponsibility for each
E-1 installation for one year.
W
�4 C. Commercial establishment requires a minimum of a six inch (6")
P4
z side sewer line.
0 d. Side sewers may not be installed closer than thirty inches ('30")
U
'to any structure.
N
M e. Side sewer lines must be laid at a minimum grade of 2% (1.150)
0 and maximum grade of 100% (450). 0
f. No turn in side s8wer greater than 45 (1/8-bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1,8
bend) and wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100' along sewer 'line run.
j. Trenches within City rightLof-way must be restored to original
conditions. Contractors sharl be responsible for right-of-way failure
due to poor compaction of fill.
k.- Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours only. Two (2) working
days notice required.
DATE:
I certify that I,:,'have read
and shall comply With the above
PERMIT FEE: DISAPPROVED BY: Date:
By: Date:
0
CONNECTION FEE APPROVED By: t;X
Date:
PLO PERMIT MUST BE POSTED ON JOB SITE
FILE
Date Julv 13, 1978
MEMO TO: John B. Mitchell, Supt..
Water/Sewer Division
FROM: Fred 14. Herzberg, P.E.
City Engineer
SUBJECT: SE14ER CONNECTION CHARGES
Legal Description:
The East 74 feet of the West 333 feet
of Track 154, Plat of Meadowdale Beach
.as measured from the West line of said
Track, less the North 467 feet thereof
as measured from the South line of road.
Commonly known as: 17729 69th. Place West Owner:. 'Stan Ingenfilter
Z.F.F. Calculation:
72.91) Z.F.F. x 7.-5 0 546.83
1 Lateral x 100. 00 $ 100.00
1 Unit(s) x $25 $ 25.00
$ 10.00
$ 681.83
APPROVED BY:
Leir Fx
Direct
cc: Owner
arson, P.E.
of Public Works
Connection Fee
Lateral Charge
Trunk Charge
Permit
TOTAL
6/30/78 jac
STREET FILE
Date. July 13, 1978
MEMO TO: John B. Mitchell, Supt.
Water/Sewer Division
04',
FROM: Fred H. Herzberg, P.E.
City Engineer
SUBJECT: SEWER CONNECTION CHARGES
Legal Description: The East 74 feet of the West 333 feet
of Track 154,, Plat of Meadowdale Beach
as measured from the West line of said
Track, less the North 467 feet thereof
as measured from the�South line of road.
AVE
Commonly known ----as- —"-17'7--'2-9---6'5'�F P!4ce West Owner: Stan'�Ingenfilter
Z. F.F. Calculation:
72.91) Z.F.F. x 7.50 $
1 Lateral x 100. 00 $
1 Unit(s) x $25 $
APPROVED BY:
Direct
cc: Owner
Z100
arson, P.E.
of Public Works
546..83- Connection Fee
100.00, Lateral Charge
25.00 Trunk Charge
10.00 Permit
681.83. TOTAL
6/30/78 jac
i.
41 10 1
Da te IJ F
S71 REET FILE
Memo to: Dire ' ctor of Maintenanc e & Operation
Public Works
From: City Engineer
Subject: Sewer Connection Charges
RECEIVFn
Ap 3 976
W7yA__)
xs
Public or S Uopt.
Legal Description:
The East 74 ft. of the West 333.ft. of Tract 154 as measured from the
west line of said tract, less the North 467 ft. thereof as measured from
the south line of road. Subject to P.U.D. #1 easement.
AV.
Commonly known as: 17729 - 69th -,R< W'.
Z.F.F. Calculation:
79.25 Z.F.F. x $15.00
Lateral X
Unit x $25
CC:. Mr. Lingenfelter
RHA:rf
Owner.: Stan M. Lingenfelter
$,1,188.75 connection Fee
$ --- Lateral Charge
$ 25.00 Trunk Charge
$ 10.00 Permit.
$ 1,223.75 TOTAL
2108
\�j -J'
50
uj t
91
8471-ri t-
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1 115
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7
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1 S131-000 -154-1003
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131 00
S131-000-154-0507
.5,6.4 TTL E M M CO.
ADVANCE MM.
CORP.
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po6er JovAID A4zlrzl4l- sAV
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7-�e. I-SV- Z-70,FS A/C77- 476,lz '-=E� 30 1-.OAJ6'ER
4C
-V,
Date April 12, 1976
STREET FILE
Memo to: Director of maintenance & Operation
Public works
From: . City Engineer
Subject: Sewer Connection Charges
Legal Description:
The East 74 ft. . of the West 333 ft. of Tract 154 as measured from the
west line of said tract'. less the North 467 ft. thereof as measured from
the south line of road. Subject to PA.D. #1 easement.
Commonly known as: 17729 - 69th Pl. owner: . Stan M. Lingenfelter
Z.F.F. Calculation:
79.25 Z.F.F. x
Lateral X
Unit x
CC: Mr. LingLinfelter
RHA: rf
$15.00 $ 1,188.75 connection Fee
$ --- Lateral Charge
$25 $ 25.00 Trunk Charge
$ 10.00 Permit.
$ 1,223.75 TOTAL
2108
eLc A/
177 z9 6
E:'P,en 0 Al APS go zo
6 o4i. : i5roqcr - 74- r--r,. . -r-A4 a�
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e SOL-OrH LIUW OP: dew OOqp
SVSZC—C7- ro PO.U.0.
1-77 Sr. S. w
(1 0-7. 09) (-7 4.) = 7 a. Z S 't. P, P.
1-79. zs -fls-OO/vr-p,
1100"
70-b 7-4 L
= i )o 1860 7.s
i131-000-154-0609
t A&i A
TNGENFFLTF!� 0,TAN M
7720 6qTH PL W
OMONDS, /,1A .
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FINISHED
/C 0230
sc�in[)L DfSTRTCT 1.5
DATE
MEADnWDALE
RFACH
7.
PER CENT
UNFINISHED
BLK 000
D-06
DATE
C 74 F T
FIF W 333 FT TR
154 AS M F A S F R-,--;:'
REMODELED
W LN sn 'TR
LFSc, N 467
F T THOF AS MFAS
DATE
MOVED i
F R S LN
OF RD SUBJ ESE
PUD I
VALUATION
ACRESOR
ATE :'14. / 2 F, 7
STP,!�—, FAI'l !IPS
ACCOUNT NUMBER 5
1 -11 --Cl C-- 1 54-0 60 9
(00) FIELD MAN,�
(01) BUILDING NUMBER
(54) DEPRECIATION %
(02)DATE BUILT 1 6 4
(03 REMODEL DATE
(04):EFFECTIVEAG6)5
(0.5)CONDITIONAV(.;
(06)%UNFINISHED
07, QUALITY
-
13 FLOOR
FIREPLACE
STUCCO 3
SPECIAL 6
CABIN I
I ST CONC I
229sir4ci STRY
STONE .4
PORCH -DECK -PATIO
SuB-STID 2
HARDWOOD 2
23MDBL I STRY
SIDING 5
48 OPEN SLAB
LOW 3
L 0YA
WOOD SUB 3
t,j r)
S k) 13
24NStNG 2 STRY
CONC BLK 6
49 OPEN WOOD (D
FAIR 4
4413 CONC 4
259FRANKLIN
43 GARAGE QUALI
TY
50 ROOFED
AVG.'- 5
HARDWOOD 5
2f#PLUMB. FIX
SUB-SID 1
51 CEILED .."7.
GOOD 6
WOOD SUB 6
APPLIANCES
LOW 2
52 PORCH -DECK PAT LI
Z
VERY GOOD 7
3RD CONC 7
27HBI-ROGAS
FAIR .3
LOW I
0
SPECIAL .* 8
HARDWOOD 8
28#BI RD ELEC
AVG 4
FAIR 2
08 CONSTRU�TION
WOOD SUB 9
294 DI-ROGAS
GOOD 5
AVG 3
BRICK VEN* 1
14 INSUL.
30# DI RD ELEC
VERY GOOD 6
GOOD 4
<
BRICK 2
15 HEAT
3 1 INTERCOM
SPECIAL - 7
VERY GOOD 5
STUCCO 3
-
NONE 1
32 VACUUM
CARPORT
53 OTHER IMP.$
0
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STONE 4
FORCED AIR 2.
339biSHWSHR.
44 # SO FT
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SIDING 5
S I j) I �,l r,
RADIANT 3
34fiGARB. DISP.
45 CARPORT
ROOF
CONC BLK 6
B.B. ELEC , 4
F'N 13- F L
35# EX HD -FAN
COmP SHING I
co
SIZE
HOT WATER 5
364EX-FAN
BUILT UP 2
091ST FLR
912
WALL FURN 6
37. SAUNA.
WOODSHING3
102NDFLR$
38 ILEC GAP DR
SHAKE 4
11 3RD FLR
16#BATHRM.
GARO
46 CARPORT
CEILED
12 ROOF
174BEDRM.
2
39 ATTACHED [p
47 CARPORT
QUALITY
Comp I
BASEMENT
40 DETACHED ED
LOW I
BUILT UP 2
1111- T -UP
18 DEVEL Cp
4 1 BASEMENT [D
FAIk 2
WOOD SHING 3
19 UNDEV. Co
42 GARAGE CONST.
AVG 3
SHAKES 4
20 DAYLITE
BRICK VEN
G.COD, .4
MISS TILE 5
21 HEATED
BRICK 2
VERY GOOD 5
(55)LAND
USE CODE 1
(56) ZONE
(57)URBAN
-RURAL
;,,, (59)
t' METHOD
(601
161)
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SO. FT.
FULL $ 8, 2
ADJA . _ I
ASS'D S 4, 1
LAND VALUES
cni,iPUTED
ACRES
FULL VALUE $ 4,
SS'D VALUE $ 2,
TOTAL VALUATION
FULL VALUE $ 12, ?
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'INGENFFLTER ';TAN M
7729 613TH PL W
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7'
WA
9 3 0.2 0
/C. 0230 SCHnOL DISTRICT
1.5
DATE
MLEADOWDALE RFACH
PER CENT
BLK 000 0-06 —
UNFINISHED
E 74 FT OF W 333 FT TR
154 AS MFA� FR
DATE
REMODELED
W LN SD TR LESS.N 467
FT THOF AS MFAS
DATE
F P. S LN OF RD SUBJ ES.E.PUD
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MOVED
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ACRES OR
ATE
ri 7
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1.1—.r)'
I=
FIELD MAN ]l 9) iOl I BUILDING NUMBER (54) DEPRECIATION %
(02)DATE
BUILT 1 7, 64 (03 REMODEL DATE (04) EFFECTIVE AGQ 5 105)CONDITIONAV6 -(06)% UNFINISHED
07 QUALITY
13 FLOOR
FIREPLACE
STUCCO 3
SPECIAL 6
CABIN I
151 CONC I
224SINGI STRY
STONE 4
PORCH -DECK -PATIO
SUB -STD 2
HARDWOOD 2
234DBL I STRY
SIDING 5
48 OPEN SLAB $
LOW 3 L 0 W
WOOD SUB 3
t4 0 St) rl 24NSING2'STRY
CONC BLK 6
49 OPEN WOOD
FAIR 4
2N'D CONC 4
254FRANKLIN
43 GARAGE QUALITY
50 ROOFED (D
AVG. 5
HARDWOOD 5
26tlPLUMB. FIX
5 SUB-SIO 1
51 CEILED 1�
GOOD 6
WOOD SUB 6
APPLIANCES
LOW 2
52 PORCH -DECK -PATIO QUALI
Z
VERY GOOD 7
3RD CONC 7
274BI;ROGAS
FAIR 3
LOW I
2
SPECIAL 81
HARDWOOD 8
28#BI RD ELEC
AVG 4
FAIR 2
08 CONSTRUCTION
WOOD SUB 9
29# DI-ROGAS
GOOD 5
AVG 3
BRICK VEN 1
14 INSUL.
30#DI-ROELEC
VERY GOOD 6
GOOD 4
<
BRICK 2
15 HEAT
3 1 INTERCOM
SPECIAL 7
VERYGOOD 5
>
STUCCO 3
NONE 1
32 VACUUM
CARPORT
53 OTHER IMP $
(D
Z.
STONE, 4
FORCED AIR 2
33#DISHWSHR.
44 # SO FT
SIDING 5 S 11) 1 �)�,
RADIANT 3
34#GARB. DISP.
45 CARPORT ROOF
B.B. ELEC 4
P3 13-- F L 35# EX -HD -FAN
COmP SHING I
BUILDING VALUEE
CONC BLK 6
SIZE
HOT WATER 5
36#EX-FAN
BUILT UP 2
MA P UT E 1)
091 ST FLR 912
WALL FURN 6
37 SAUNA
WOOD SHING3
SO. FT.
10 2ND FLR $
38 cLEC GAP -DR
SHAKE 4
113RDFLR
16NBATHRM.
GARAGE TYIEJ
46 CARPORT CEILED
FULL$
12 ROOF
17HBEDRM.
2 39 ATTACHED [p
47 CARPORT QUALITY
comp I
BASEMENT
40 DETACHED IT
icw I
ADJ.S
BUILT UP 2 fj 1_ T -t) P
18 DEVEL T
41 BASEMENT ED
I AIR 2
WOODSHING3
19 UNDEV.
42 GARAGE CONST.
AVG 3
ASS'D$
SHAKES 4
20 DAYLITE
BRICK VEN I
GOOD 4
miSS TILE a - -
(55)LAND USE CODE 1
12 1 HEATED MI
(56) ZONE
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Of ""TREET
FILE
Certificate of Occupan
Building- Division
J7 C
This certificate is issued in accordance with the requirements of Section 111 of the 12 International Building Code
certifying that at the time of issuance this, single family residence was in compliance with the applicable provisions of
th e codes and ordinances of the city regulating construction and use of'buildings.
Description: 64 -Single Family Residence New
Site Address: 17729 69TH AVE W, EDMONDS Permit No: BLD20140110
Construction. Type: V13 Parcel No: 00513100015406
Owner: MONGIELLO, WILLIAM & LAUREN Occupancy Group: R-3
17729 69TH AVE W
EDMONDS, WA 98026
02/04/2015
Date Issued
POST IN A CONSPICUOUS PLACE
EI)Af
TIJEET F11
Uertilica-te ot Occupancy -
Building Division
This certificate is issued in accordance with the requirements of Section III of the 12 International Building Code
certifying that at the time of issuance this single family residence was in compliance with the applicable provisions of
the codes and ordinances of the city regulating construction and use of buildings.
Description: 64 - Single Family Residence New
Site Address: 17729 69TH AVE W, EDMONDS
Construction Type: V13 I -
Owner: WILLIAM/LAUREN MONGIELLO
17729 69TH AVE W
EDMONDS, WA 98026
qjeh-ding Official
Permit No: BLD20140�10
Parcel No: 00513100015406
Occupancy Group: R-3
POST IN A CONSPICUOUS PLACE
02/04/2015
Date Issued
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"Nothing In this parmrc approval Proem Ahall be S,--WM CLCFd�,W-r -M GF_ LCV_A-T6D
interpreted as allowing -or permitting the SI�C.4 TWAT -M CLtZ�i�-r IS 10
- — — — — — — — — — — — -- F _7 TPte rm(,m-r-or--vvfty eu-r A-r T?m
maintenance of any cu,,,rently e3i�isttag illeg4,
1L.
STREET 9:u E
e-ctearioutirLamphoie Przzeea:TY LJAE--
asneonforming or unpermitted building, structure - -sewer main Co. ire H--,b-m
PROJECT INFORMATION: or site condition wi-tich is outside the scope of the 177th St ' I
t !C cWFLICatiun, regardlm of whether 8Mrant Dahn Pt. +1W
Project Description: New Construction Wding, structure or condition is shown on e Sidevial Water Meter Cover
+W +100
Incorporating ExisM O'Cedar Farm
ow#%96CAF�mli�n- Such building, stru ID? +W\
,or
74'
co ion hisiv be the subjec, of a separate
enforcen-ent artion.
Building Official: City of Edmonds T_ i I I I, T
William & Lauren Mongiello
5722 145th Street SW
Edmonds, Washington 98026
Jacob Perkins
ph 425 7609568
em jacob@solovio.net
17729 69th Avenue West
Edmonds. Washington 98026
Snohomish County
Existing Sewer Lateral and
Side Sewer to be Reused.
Slope and Condition to b6-
Verified Prior to Use
Plan Note: Pic ns; Are To Be Reviewed By All a
Subcontractors Prior To Starting iL- 8) a
Construction. If Discrepancies
Exist Please Conto col
Contractor For Furtzrme
Information. Setback� R red -
IF RE -USING EXISTING SIDE SEWER: PROPERTY
OWNER MUST Hfl,%/E CONDITION VERIFIED. Front
PRO\p,nF R i:PO PT TO, CITY'S PUBLIC WORKS DEPT. S i d e s N tb�_
Rear(s)
Other
Exist Driveway for
17806 69th Ave W
Parcel 00513100015407
(Gravel)
-F ----- /
20' Road
Utility Easement
(SOD 4
Site Plan Hei&At
sewer cleanout
wWdn 7 bldg
A O.H.
98,
3'
New Master
Bed E
18, R
Y,
11T
L- - - - - - -
C
t +98'
New Gravel F
90
Fail
7 sm Per;c;-
0 10 30 50
11 1
Scale: 11- = W ADO WrERS/0OWNSPOUTS1
AND SPLASHBLOCKS
OWNER/CONTIZ4,0TOR IS RESPONSIBLE
_01NITRO!_ A D DRAINAGE
FOR EROSION r ,N
6
40/2 6 Setback
Impervious Calculations
- Existing Impervious --
Existing Driveway Reused (1964) = 1565 SF
Existing Foundation Reused (1964) = 912 SF
Existing Driveway on Adjacent Parcels = 1094 SF
-- New Impervious --
New Master Bed, Entry, Overhang = 572 SF
New Pathway = 90 SF
Widened Driveway = 316 SF
TOTAL New = 978 SF
LawWry Rm ftmoved RESUB
- Lem To Reffioved
-Im,rlLj-ry Is IW-M/I-T
�,st7pAw,4-rr=. p#_-xmrr
- ImpervIous out! MAY ISE APR 0 7 2014
WATERI(SIE'WER Y,?-6-6vuzW
INSPEC'n MI REQT
DEPARTMENT
CALL A25-77'_n2?-j Ev 3
,.k AT. �1.3261_ot Coverage
Abandoned Gravel
J
D, , Driveway
+99. ,
New Undergrdund
Electric Se
* At,4- o�3ew tA-nUTI-ES S"Ll- OZ
0 (Pu U�t' ulr�j
'8-1
01
T
,tSC NOTES:
Prop Residence = 1216 SF
Lot Size 12027 SF
Lot Coverage 10%
Height Calc
A = +98'
B = +99'
' - EROSION CONTROL TO BE MAINTAINED WITH THE USE OF A SILT
FENCE ALONG THE LOWER GRAVITY LIMITS OF CONSTRUCTION. SILT
FENCE IS TO BE ANCHORED IN A TRENCH FILLED WITH ONSITE SOIL.
2 ALL SPOIL SOILS TO BE HAULED OFF SITE.
3. ALL CONSTRUCTION VEHICLE TIRES TO BE (BRUSHED NOT
WASHED) FREE OF DEBRIS BEFORE LEAVING THE SITE.
4. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL
TIMES BY SWEEPING. WASHING OF THESE STREEIS WILL NOT BE
ALLOWED WITHOUT PRIOR APPROVAL.
5. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABIUZED BY
OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE
EROSION AFTER THE COMPLETION OF CO
:)W& ERI
AJ),PROVED By E 90NING APPR
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Artacarhn. =ngMon 98221
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ReAsIons:
Pdnt Ode 12/30/13
Site Plan
addendum
Al e0
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NING
Date: y 12- b Ll