714 9TH AVE S.PDF111111111111
9953
7149THAVE S
, RECEIVED
STREET FILE
Critical Areas Checklist MAY 7 1992
Site Information PERMIT COUNTER
Project Name: .
4my IfeCtpAsoee
Permit Number:
Site Location:71 Y
9 *dur, So .
Property Tax' Account Number.
.7 - -3 -00:Y-0gr>'7
Approximate Site Size (acres or square feet): 1915-02 SF
Have you filled out a Critical Areas Checklist for a project on this site before? XO
General Site Conditions
1. Has the site been cleared or logged? - Date of most recent action: / �l
Soils / Topography WLL�L-'
2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? 1 g iv 1� 16
3. Describe the general site topography. Check all that apply.
Flat: less than 5 feet,elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a
horizontal distance of 66 feet.)
Hilly: slopes present on site of more than 15% and less than 300/a ( a vertical rise
of 10 feet of horizontal distance.)
Steep: grades of greater than 30% present on site. R E C E I V E D
Comments - MAY 2 j W2
Hydrology/Vegetation PERMIT COUNTER
4. Site contains areas of year-round standing water: O
5. Site contains areas of seasonal standing water: O Approx. Depth:
6. Site is in the floodway floodplain of a watercourse.
ko
7. Site contains a creek or an area where water flows across the grounds surface? flows
are year-round? Flows are seasonal?
8. Site is primarily: forested : meadow G.�s T ;shrubs ; mixed
9. Obvious wetland is present on site:
10. Wetland inventory or map indicates wetland present on site:
11. Critical Areas inventory or map indicates any Critical Area on site: — O
For City Use Only
fy�,� �(`yf•:y Y.w � ,i� r r. _'R^ D .- g ay .v ,^ s.. .�„r, ., � rY,'h i 1:� bA`. '
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Cit of Edmonds
1 O
890 19�
Y
ET ffltHT-OF-WAY CONSTRUCTION
PERMIT Permit Number: .7s
Y Issue Date: 2-,�2Ao912-,:�-S
A. Address or Vicinity of Construction: —A l 4. (q—W prx-sSt
B. Type of Work (be specific): Vi VJ\.*Ie t?S"dt.�l\
C. Contractor:-�.�/�/` Contact:
Mailing Address: A .� (�cS,ig j ItSLy �. 1J Phone: `7 �b%
State License #: Liability Insurance: Bond: $
D. Building Permit # (if applicable):
Side Sewer Permit # (if applicable):
E. ❑ Commercial ❑ Subd* ision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER)
❑ Multi -Family Ingle Family ❑ Other
INSPECTOR: �, INSPECTOR:
F. Pavement or Concrete Cut: 00r- []No G. 'Size of Cut: x H. Charge
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or
employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIME. A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE, TO THE, APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above s tements and understand the permit requirements and the pink copy of the permit will be
available on site at all ti es for inspection purposes. J, +I� C
Signature. Date: "`� `'� �� 19 q 3
(Contractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY:
TIME AUTHORIZED: VOID AFTER ' DAYS
SPECIAL CONDITIONS:
COMMENTS: .
DATE:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Engrg. I)iv. 1991
n
FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.)
Comments
Diagram
CONTRACTOR CALLED FOR INSPECTION
Partial Work Inspection by P.W.:
Work Disapproved By:
FINAL APPROVAL BY•
❑ YES ❑ NO
Date:
Date:
a,
STREET FILE
STORM RUNOFF CALCULATIONS
for the
9th AVE. RESIDENCE
r
prepared for
John Hofto
prepared by
John W. Mellor, P.E.
w . m�
,T. lq�oF w�s Oy,�o �o
& -s 19343
/ONR4�'
EXPIRES 2/24/ 9d
1 d6 "
STREET BILE
RECEIVED
J U L 3 0 1992
PERMIT COUNTER
STORM DRAINAGE CALCULATIONS
Areas
impervious 5909 sq ft 9502 sq ft = 0.218 ac
pervious 3593 sq ft 43560 sq ft/ ac
total 9502 sq ft
Time of Concentration
Tc = 10 + 36 + 56.5 + 76.5 + 44.0
60(2.2) 60(2.2) 60(1.8) 60(1.8)
=11.81 min for the undeveloped site
Tc = 10 + 39.5 + 36 + 36 .
60(2.2) 60(2.9) 60(2.0)
= 11.53 min for the developed site
Igo = 1.75
125 = 2.13
Allowable Release Rate
Qio=C I A=0.2 x 1.75 x 0.218 = 0.076 cfs
25 Year Detention
C(combined) = 0.2 x 3593 + 0.9 x 5909 = 0.635
9502
Qo = 0.076 = 0.549
0.635 x 0.218
1
Orifice Size
T=-25+V2706 Vs = 4329 T - 40 Qo T
Qo T + 25
=-25+70.2=2787-993
= 45.2 = 1794.7
VT = 1794.7 x 0.635 x 0.218 = 248.4 cu ft
With the head H, equal too33 feet the orifice
will be 1.27 inches. V
Detention Provided(Gravity System)
The detention vault provides usable storage as follows Oj
3.333' x 5.0' x 15' = 250 cu ft storage
Force Main System
If a pump and force main system is to be used, the allowable discharge would
be 34.11 gpm; 34.11 gpm is equivalent to 0.076 cfs, the allowable release rate
determined above.
Detention Provided(Force Main System)
The detention vault provides usable storage as follows:
4.0' x 5.0'x 15' = 300 cu ft storage
2
v KV 2,5
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FILE . R5 1t4�
rilCITY OF 'E.DMONI`��992 SIDE SEWER PERMIT
PUBLIC WORKS DEP
�890 1990 PERMIT U
Address of Construction:
Property Legal Description (Include all easements):.
Owner and/or Contractor:
diGT� �Or�-P✓
State License No. Building Permit No.
F.
15 Single Family
❑ Multi -Family (No. of Units )
O Commercial
❑ Public
EDMONDS
Invasion into City Right -of -Way: 3 No ❑ Yes
RW Construction Permit No.
Cross other Private Property: ID No ❑ Yes
Attach legal description and copy of recorded easemenf
I certify.that I have read and'shall comply With all city requirements Date
as indicated on the back of the Permit..Card. 7,V3--=7_sr-Q7
i.
* CALL DIAL -A -DIG (1-800-424'5555)'BEFORE ANY EXCAVATION
°.OFFICE7USE ONLY'
* FOR INSPECTION CAL -PUBLIC,WORKS DEPT.
Permit Fee: ��' �` Issued By
Trunk Charge: Date Issued: -
Assessment Fee: / Receipt No.:
Lid No.:
Partial Inspection: Date Initial
'Comments
Reason Rejected:
Final Inspection Approved: Datel�-i y InitialG
Date Initial:
** PERM,I:T MUST BE POSTED ON JOB SITE **
'.Nhiie Copy: File - Green Copy: Inspector.,.' Bull Copy: Applicant
Revised 3.190
The City of Edmonds Side Sewer Drawing EASEMENT NO . .............
NEW CONSTRUCTION lo/ REPAIRS ❑ LID NO ................... ASMT. NO...................
OWNER------------------t---------••-......------------•-•-•---------------...------------------------ CONTRACTOR ----•---------------------- ---------------• -----------------••---------.- PERMIT NO. MC 0.`P
JOB ADDRESS __!.- !..T-- I ----l------ � : 5��3 LEGAL DESCRIPTION: LOT NO. ...................................... BLOCK NO.
PWW-0001-11175 (REV.11/78)
ADDITION---------------------
Approved:
DATE- T--------- B..................................� c
p�NN\NG �� l
14F
REPEIV
. i-lzc;�:-- Fz—�
AN 2 3 1992
PERMIT COUNTER
N
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3
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(-�cl,L, to it
�► 2¢�� 4-
tat(
PERMIT APPLICATION REQUIREMENTS
TO: Permit Coordinator, Building Division
FROM: Lyle Chrisma//nn,�, Engineering Inspector
OWNER: //OFT0 rIA►""
ADDRESS: 7/7 9 X�1114 S
^TRFELFFs/IL��
DAB: 6-I0-9.2-
After review of the subject permit application, the following requirements mustbe met.
1. Construction hours are: -WEEKDAYS .......... 7:00 A.M.-10:00 P.M. WEEKENDS/HOLIDAYS..... 10:00 A.M.-6:00 P.M.
2. A separate RIGHT-OF-WAY- Construction Permit is required for all work on Publicproperty. (ECDC 18.60)
3. Truck haul route plan must be submitted and approved prior to permit issuance.
4. Builder/Owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 18.30.030d)
S. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACIL-
ITY. BUILDERIOWNER IS REPSONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 18.30.50G)
6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND .CONSTRUCTION.
(ECDC 18.30)
7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES, FOUNDATION DRAINS, AND
CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30)
8. Repair or replace all defective existing curb, gutter, and sidewalk adjacent to the property. If an intersection is involved a
handicap ramp may be required. Contractor shall meet with the City Engineering Staff to determine the extent of repair prior to
issuance of the permit. (ECDC 18.90)
9. Driveway slope shall not exceed 14 % without a waiver. Every attempt should be made to keep the slope below 14%.
Waiver granted to %. (ECDC 18.80.060D)
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate perimit is required. (ECDC
18.80.060C)
11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING.
(ECDC 18.30)
12. No burning of construction refuse without a permit from the Fire Department.
13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.30)
14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10)
16. Connection to the City sanitary system is required. A separate permit is required.
LID#' Fees paid: Yes No Charge (ECDC 18.10)'
17. Underground wiring is required on all new construction; and for additions, alterations, and repairs that exceed 50% of the total
assessed value of the structure. (ECDC 18.05.010)
18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCU-
PANCY OF THE BUILDING OR STRUCTURE. (ECDC 18.90)
19. &M*49WA Wj0 WWtr�6 �
20. T�bflT!/NE' „T/1/SI'�GTlOi✓ %Q,d
tl• /c/N�L EYd�'✓c�A'� /�!i°i-I/YJ�!'C77�✓��Pp
STREET FILE
RoVED
STORM RUNOFF CALCULATIONS
for the
HOFTO RESIDENCE 110,2', 10 zo
.Y
PERUIr '?
11011ft-9
prepared for
John Hofto
prepared by
John W. Mellor, P.E.
EXF -2,-,
ZO/9 -Z
Areas
impervious 5909 sq ft
pervious 3593 sq ft
total 9502 sq ft
Time of Concentration
Tc = 10 + 36 + 56.5 + 76.5 + 44.0 /
60(2.2) 60(2.2) 60(1.8) 60(1.8)
= 11.81 min for the undeveloped site
Tc = 10 + 39.5 + 36 + 36 .
60(2.2) 60(2.9) 60(2.0) /
= 11.53 min for the developed site
ho = 1.75
125 = 2.13
Allowable Release Rate / / /
Qio=CIA=0.2x1.75x0.218=0.076cfs
25 Year DetentioLQ25
�.�_ �0 1 d
CIA=0.2x2.13x0.218=0.093cfs /
C(combined) = 0.2 x 3593 + 0.9 x 5909 = 0.635 ✓/
9502
Q �Oy
�-e0.635x0.218✓,,�
lyp
1
1
Orifice Size
T=-25+V2706 Vs = 4329 D� 40 Qo T
Qo T + 25
=-25+6/ =X
2�87
_ qs
Sv 1�
VT = �1 x 0.,635 x 0.218 = �cu ft
ills 2Y9
With the head H, equal to feet the orifice
will be 1.27 inches.
p"
RUNOFF FACTORS FOR STORM SEWERS
(Values of "C" in 0 = CIA)
FLAT
0-5%
UNDEVELOPED LAND
. Wood & Forest ................................. 0.10
Sparse Trees & Ground Cover ................... 0.15
Light Grass to Bare Ground .................... 0.20
DEVELOPED AREA
Pavement & Roofs. 0.90
Gravel Roads & Parking Lots ................... 0.75
CityBusiness ................................. 0.85
Apartment Dwelling Areas ...................... 0.80
Industrial Areas (Heavy) ...................... 0.70
Industrial Areas (Light) ...................... 0.60
Earth Shoulder ............................. 0.50
Playground....... .............................. 0.25
Lawns, Meadows & Pastures ................... 0.20
Parks& Cemeteries ............................ 0.15
ROLLING
5%
0.15
0.20'
0.25
0.90
0.80
0.90
0.85
0.80
0.70
0.50
0.30
0.25
0.20
SINGLE FAMILY RESIDENTIAL
(Dwelling Unit/Gross Acre)
1.0
- 1.5
DU/GA.......................... .
0.30
1.5
3.0
- 3.0
DU/GA......................... ........
0.35
3.5 -
- 3.5
4.0
DU/GA .............................. ...
DU/GA
0.40
4.0 -
6.0
............................. ....
DU/GA
0.45
6.0 -
9.0
........................... ...
DU/GA
0.50
9.0 -
15.0
..............................
DU/GA
0.60
................................0
0.70
18
=aVED &QEJ6. (sL4F-ET
►� �np� .r PSp2E ci�l�t�1D
S�cZr GaPwSS, A&sxu ies , !Last 5
'�L LCJ�LI 02 M1 Q I MUkA
Tip Jna-e— +L:I%a,= ' Csj
SC
"/MLC=YC tTY C I=EET PE2
This figure may be used to help
estimate overland flow times for
surface flow.
TRAVEL TI'•IE FOR OVEIUAND FLO.•7
30
20
10
S
3
16
001 cx:p O:w ni . CPI)
�S�1c1c��w) �OLLv�ii1�
ppl
r.
nC
C
0
Z
E
.w
0
7-0
3 Row
Q on VS,
fiv A
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FwevlEe..TT
can�m�N USrsT>±h,
1,6e Nte LT P9+1 E
yZ"HI(AI1'rPlOf4 euw+—o
WE
ROCXERT RETAINING
WALLS SMALL NOT
EXCEED T.0 INHEIGHT
ADJOINING GRADES
WALL NOT EXCEED SLOP?
OF E HONE.: 1 VERT.
NOTE
CONTRACTOR SMALL
VERVY ELEVATIONS FOR
MrXm CALCLLATIOIB
PRIOR TO BEDDING EXCAVATION.
NOR:
CONTRACTOR WALL vemy LOCATION
OF VHLRls AND COORmalt s[RVILTCI
IMMLLAHOTa
N
SITE PLAN
SCALE: 1116" n 1'•0'
A
QATUN 11
TDF DE E
,Assuan
y
jDAfVf-AV AMON
WALL CIMORM
It ToCITY
STANDARD
Deem mount'sms
�w-�
fT EX14TN0 GRACE \ .
CONTOUR LNEs O
✓�' FEAmm GRADE
WIHOUH INEi
STREET FILE
DA,IM PC'
TOP O E,
ASSIX.EO
/ Y
/ f0 i+l✓r �'�� L �v. �� �l ^.'�:��.:�:VT iMEY[MAT AWON
[HALL C0IEORY
t �J f� 1 ( I TO CRT STANDARD
� • V � T .) DE!!ON R[DO.aflENT.
XIlT. Ce. PNDPERrr LRNSj . _ 14g•Sv I •.�,y,
\�
A
OUh"ny T7 h}1 -- k j
(w ENENT O7TPE�a.I
iProposed / r'
,�`� — --
u q\�Z, DmE j �� �.;�9 Driveway J
ZLGr+wH 111^E r. elllu+�� Proposed
N1TI0 �. EXISTNG GRADE p
�L Residence L _ I j coN,ow LINES
I ?
Gera ^^• RNRSE0 O11ADE
COOTOXI LNES
ELECT
ST•o• d/ /; PROPERTY LNE RID y$I' `,. LNlMROOP
ck orvNAND ASOK• I
gll�l/ZII �7 I I i
NOTE:
ROCKERY RETA[!ID I
WALLS SHALL NOT
EXCEED r•O' N HEIGHT CONTRACTOR SMALL
AGJDPEq GRADES VVWY ELEVATIONS MR ,
/EIOTf CALCUATIONS
SHALL MOT EXCEED ELOPE PRIOR TO EEGNq EXCAVATIM '
IEOTE: �
COMPACTOR SHALL TEi1T LOCATION
OF ETTtRlS AND COORONATT 1*91 ICEf
MSALLATIOIL
N
SITE PLAN
SCALE: 1116' = 1•.0•
t77 F77 7 7 1 � P7
usE PERMIT
. CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
2ONE S NUMBER
J�tDSL
JOB
ADDRESS / / �, A A1
t� � j
l
OWNE AME/NAME OF BUSINESS
/lG'
r ✓
LEGAL /DESCRIPTION CHECK
(,^�V
SUBDIVISION NO.
LID O.
�¢
MAILING A DRESS
/�. (,)..1../ �JJ ���
PUBLIC RIGHT OF WAY PER OFFICIAL STRE MAP.
ExISiWG REQUIRED DEDICATION
vROPOSED �C>
TESCP Approved ❑
RW Permit Required
St set Use Permit Repo ❑
Inspection Required
lSidewelN Required ❑
Z
CITE, SIP t&�z
��% / )
mil `^- `a�
ELEPHONE NUMBER
V �t
NAME `
'
REMARKS / 1
U•Ii (ti/I/rNC.- -CiUI �IIC
�t/f'O t9l:.l<%
w
ADDRESS
O / `P
..
v - c�� /
1 S_
y'J!l!/ !'N;%y _TfrSd• Am)
Z
CITY Zy - TELEVHON •t MBER
METER SIZE BUILDING SUPPLY SIZE NO.OF FI%7 RES
CITY ZIP TE PHONE NUMBED_ �j /I
$Z �• / L I, REMAR��V `
STATE LICEN E NUMBER EXPIRATION TE
f ( II L SIGN AREA SEPA REVIEW ADS NO,
Legal Description of Propert - include all easements ALLOWED PROPOSED COMPLETE EXEMPT r
I SHORELINE
0 V
E%P
-
VARIANCE OR CU
J`\ LL�J
�yPLANNJNG REVIEW BY
DATE
/ 9i
SETBACKS — FEET
FRONT SIDE 5 REAR 1s
HEIGHT
?�
LOT COVERAGE _
��`
Property •. •� .�� CYO O
Te%Account -U3 �_G C"
Parcel No. �'J
EMARK ai
® NEW RESIDENTIAL PLUMBING
ADDITION COMMERCIAL MECHANICAL
ElREMODEL APT. BLDG. SIGN
OO GR O FENCE
REPAIR CYDS. I_x_FT)
DEMOLISH OODSINSERT TOVE HOT TUB SPOOPA
GARAGE RETAINING WALL/ RENEWAL
CARPORT ROCKERY -�
CHECKED BY
TYPE OF CONSTRUCTION
!lA
' j'
CODE
QS
HEIGHT
Z5)
Is
REQUIRED INSPECTOR
❑ YES
AREA
GROUP
OCCUPANT
LOAD
MARKS
c7
a
PROGRESS INSPECTIONSPER.UU/ByC 310,5�/
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: _
m
/
f/Q/'Y�AL_ J) 1lr r L, &,f— l % R I
NUMBER OF STORIES
L �id�II ILL+
NUMBER OF
DWELLING ,
-'' DES IBE WORK TK�AN O BE DONE (ATTAC LOT PL) _
(.4-1 ly t U I �l
FINAL INSPECTION REQUIRED
/ �\ 1� \ 1 .• I � J L/ r • to (
ioe
VALUATION
FEE.
u(, ! Y A.
J /7 ua0, Ae
PLAN CHECK FEE
BUILDING
MEAT SOURCE:
GLAZING
PLUMBING
Plan Check NO.
MECHANICAL
L7-
This Permit covers work to be done on private property ONLY.
GRADING/FILL
�
V
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
I
LJLC��1'
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days .
STORM DRAINAGE FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENO. INSPECTION FEE
w successors in interest, agrees to Indemnify, defend and hold
W harmless the City of Edmonds, Washington, its officials,
aemployees, and agents from any and all claims for damages of
PLAN CHECK DEPOSIT
/
a
whatever nature, arising directly or Indirectly from the issuance
= of this permit. Issuance of this permit shall not be deemed to
9 modify, waive or reduce any requirement of any city ordinance
= nor limit In any way the City's ability to enforce any ordinancj
provision." A
hi II I h h
TOTAL AMOUNT DUE
I hereby acknowledge that I have read t s app eat on, t Bit e
Information given is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz-
THIS PERMIT
AUTHORIZES
This application is not a permit until
ed thereby, no person will be employed in violation of the Labor
ONLY THE
signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa.
WORK NOTED
Deputy: and fees are paid, and receipt is
tf n Ins r nce. I
INSPECTION
acknowledged in space provided.
SIGN/ URE (OWNER OR AGE TI DATE SIGNED
DEPARTMENT
11
`L
z �' �%
CITY OF
OFF( IAL'S
516N TORE DATE
I�— ,`�
EDMONDS
3 / ' i Z
ATTENTION
CALL FOR
INSPECTION
ELEA D o GATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
771-0220
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
ORIGINAL — File.. YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
(
CHAPTER 3. '
PINK — Owner GOLD Assessor
FilifE
I
tOZd7
.,PROJECT REVIEW CHECKISTREET FILE
PROJECT NAME- PLAN CHECK #:./,7—S
PROJECT ADDRESS: RECEIPT DATE:
REVIEWED
BY: Initial/Da
PLAN.
WATER
COMMENTS
-FIRE
BLDG. -SEWER
STREEENG.
T
Setbacks/Variance/Setback Adjustment
Conditional Use Permit
ADB Requirements
. . . . . . . . . ............
Other Zoning Requirements
. . . . .
. . . . . . . . . . .
M.M:
4
Underground Wiring Required
. . . . . . . . . . .
Lot Slope 15%
6
SEPA Environmental Checklist/Hydraulics Permit
.7--
Tree Cutting Plan
8:
Plat/Subdivision Requi ements;
I . . . . . . . . . . ml.....
Legal Description Verification
Quit Claim/Street Dedications
. . . . . . . . . . .
---- - -------------
Easements - Public
12.
Engineering Storm De6in Review Fee -3!:;?
•-----------
Engineering 2.2 Inspection Fee
Drainage Plan (On -Site)
.................. .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . ....
Setback - Top of Bank, Stream, Water Courses
. . . . . . . . . ... . ....
. . . . . . . . . . .
... I . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
-16;
Setback - Storm Drain Line
. . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . ...................... .....
Open Ditch - Existing
- - - - - - - - - - - - - -
.18
Culvert Required
1:9
Culvert Size
...........
20
Shoulder Drainage/Shale Open Runoff
. . . . . . ..... ....
I I I . . . . .
Catch Basin Required
Driveway Slope & Vehicle Access
Sidewalk Required
24
Curb & Gutter Required
25'
Curb Cut For Driveway Reg—uired
Street Paving Required V
27.
Right -Of -Way Construction Permit Required
28
Street Name Sign Required V
29
Other Signing Required
Bond Required For Public Improvements
-31 ...
FEMA Map Check/Water Table
..32.
Side Sewer Availability
33
Calculate Sewer Connection Fee If No LID #
..... ..... . ... . . ... .
Mm m
34
Create Street File
-YX `X-
Existing Water Mai rf Size
36
Water Meter Size
................. - - - - - - - - - - - - - - - - - - - - - - - - - -
37
Service Line Size
-V
4 .M.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
........................... ........................ -------------------- . . . . . . . . . . . . . . . .
.......
..... ......
08
Water Meter Charge Required
}Yap
h
oz
Hydrant Required
. . . . . . . . . . . . .
-40w,
Hydrant Size Existing
.
41.
Fire LineoCharge Required - Sprinkler
Street Cut
77'777777=
7
/43
Miscellaneous
44
Reviewed By:
FIRE PLANNING
STREET FILE RECEIVED
Critical Areas Checklist MAY .7 1992
Site Information PERMIT COUNTER
Project Name: _ f/Ox7y Permit Number:
G .)i v 4�4 -;f
Site Location:7/ y 9 "*Ae, So . Property Tax Account Number: .7- - -oo: -6ovy
Approximate Site Size (acres or square feet): g5-02, 5E
Have you filled out a Critical Areas Checklist for a project on this site before? X O
General Site Conditions
1. Has the site been cleared or logged?- Date of most recent action:
Soils / Topography 1 "19)
2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? I S -Iv 1596
3. Describe the general site topography. Check all that apply.
Flat: less than 5 feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a
horizontal distance of 66 feet.)
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10 feet of horizontal distance.)
Steep: grades of greater than 30% present on site.
Comments
HydrologyNegetation
4. Site contains areas of year-round standing water:O
5. Site contains areas of seasonal standing water: JV0 Approx. Depth:
, 6. Site is in the floodway floodplain of a water course.
ko
7.. Site contains a creek or an area where water flows across the grounds surface? flows
are year-round? Flows are seasonal?
8. Site is primarily: forested ; meadow 6ewssV .; shrubs ; mixed
9. Obvious wetland is present on site:
10. Wetland inventory or map indicates wetland present on site: _ JO
11. Critical Areas inventory or map indicates any Critical Area on site: SO
For City Use Only ----
STUDY REQUIRED: Critical areas study is required.
CONDITIONAL WAIVER: Critical areas study not required if specified conditions satisfied.',
WAIVER: Critical areas study is not required.
Determination Number: Reviewer
Planner Date;
Rev 3/27/92 9-Jw
.69� 19y-
City of Edmonds
Critkal Areas Checklist
`The�.Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmonds prior
to his/her submittal of a development permit
to the City.
The purpose of the Checklist is to enable
City staff to determine whether any potential
Critical Areas are or may be present on the
subject property. The information needed to
complete the Checklist should be easily
available from observations of the site or
data available at City Hall (Critical Areas
inventories, maps, or soil surveys).
. An applicant, or his/her representative, must
fill out the checklist, sign and date it, and
submit it to the City. The City will review
the checklist, make a precursory site visit,
and make a determination of the subsequent
steps necessary to complete a development
permit application.
With a signed copy of this form, the 1
applicant should also submit a vicinity man
of the'parcel with enough detail that City
staff can find and identify the su ject
parce s . In addition, the applicant is -
encouraged
to include any other pertinent
information or studies in conjunction with
this Checklist to assist staff in completing
their preliminary assessment of the site.
I have completed the attached Critical Ana Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
�sk.-!
Name
Title;
Street Address
-L-Jh1� alA-3 t 4
City, State, ZIP Phone
r_
Signature Date
Applicant Representative:
Name
( \k \
Title
J
IZ)qa�- essi414
Street Address
7 S-6 7
City, fate`, ZIP Phone
J. �
Signature Date
IORT SUDDIVISION
ok
5HIRLEY MURDOCK
PORTION OF VACATMO DLOCK eel ETG-�
KELLOGG PLAT TO EVMOW09
SNOHOMISH COUNTY, WA�M,kWrVT1
3
_-�441- to -
Ulf
ELLIOTT A. NOTS FRANS
%_I v . � v . v . -
FOITHORIZED
RECORDING
CI OF EDMONDS
BY �
PAQE.bbJ a OF�
D. MUNSON
0TH AVE. S.
10
�I I HUGH C. PRESTON m
op I I
N `� I ( ALAN G. I /—UTILITIES EASEMENT (FOR OTHERS)
8 3
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— — — — A 25 �
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EX. SAN. SEW. ESMT. �
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1ro<0.01' WEAS)
I JAMES C. Q of 30^
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201342 4
CJ-\1r D BLOCK 6 fl L I
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SHIPLEY I.A. ` DENNIG L. JUDSON to
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-r0I ErDiMCNDS
30'
PRIVATE ACCESS EASEMENT O
'�,CENTGRLINE OF VACATED HEMLOCK GTREET
50'
GORVON E. SMITH WALTGR M. YEAGGR
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�P�O }}W,
a� land S°�
LEGEND
CDESC) = DESCRIPTION DIMENSION
(MP -AS) - MEASURED DIMENSION
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IN NE1/%14WV4,9ECTI0N 25,T.27N.,12.3E.,W.M.
Lovell-Sauerland & Associates, Inc.
= Engineers/Surveyors/Planners/Development Consultants
19400 33rd Avenue W., Suits 200 -Lynnwood, WA 98036 - (206)775.1591 - C206) 340.0630
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PEzi- STN
REET FILE
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HOFTO i-iomES, inn.
12422 Possession Lane • Edmonds, Washington 98020 e Telephone:(206) 743-7507 or 743-0610
CONTRACTOR
CONTACT PHONE
PROJECT ADDRESS
ZONING
SITE AREA
ALLOWABLE SITE COVERAGE
PROPOSED SITE COVERAGE
REQUIRED SETBACKS F Zo / S 5-" S S' B -/ S/
PROPOSED SETBACKS F `f'7! y"s 5-''74 S 5-'j" B 1 �'
MAXIMUM ALLOWABLE BUILDING HEIGHT 2 S'
MAIN FLOOR AREA
BASEMENT AREA
J 318 5f
GARAGE AREA
0 3 2 5G
TOTAL GROSS AREA
TOTAL GLAZING AREA
TOTAL HEATED AREA
S CvZ 5F
GLAZING TO FLOOR AREA RATIO
%
ELECTRIC SERVICE BY
WATER SERVICE BY
SANITARY SEWER DISTRICT
TELEPHONE SERVICE BY
IMPERVIOUS AREA CALCULATION
RESIDENCE :�24 SF CiNcc- o%
�I
PATIOS 52-4 SIF
DRIVEWAY 74 3 e • SF
SF
TOTAL 5'10 cl SIF
[INFILTRATION TRENCH REQUIRED LF
CE(DETENTION PIPE REQUIRED LF
❑ NO ON -SITE DRAINAGE' DETENTION SYSTEM REQUIRED
BUILDING HEIGHT CALCULATION
CORNER A EL.
CORNER B EL.
CORNER C EL.
CORNER D EL. �S
IiTOTAL � � 3 :- 4 = EL. 5=10 z
ALLOWABLE BUILDING HEIGHT + ^ 25'
MAXIMUM ALLOWABLE BUILDING HEIGHT: _ EL. L0 :I�h
PROPOSED MAXIMUM BUILDING ELEVATION: EL.%I % w%0%
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EXIST. C.B. PROPERTY LINE _._ _... ��47.'.3._. d�0
All (A
Proposed/,
Y4-ULIT IT/' -1 L-,��' E QQ.; \.\ bEcK � I' '�, ,Driveam►By
a0 ��oil \ I(mow �-
ENTRY t ,
r
1r2i1HIC H '(ImMf?- AAL.1:, O ��ui � __ Proposed O PTIOt NCREE EXISTING GRADE p
R� �I CONTOUR LINES
OCRE Residence
� N �-
/ PATIO
Garage I �� CIO TOUDRGLNES / W
5 I ELECT. a ��/ 0
SERVICE / a
A D ENTRANCE (,!/
/ ROCKY -- - ; UNDERGRQUND
i . d
PROPERTY LINE I (� Cj. j l LINE OF ROOF % -
tlJv' OVERHANG ASOVE
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NOTE:
ROCKERY RETAINING NOTE:
WALLS SHALL NOT CONTRACTOR SHALL
EXCEED T-0" IN HEIGHT VERIFY ELEVATIONS FOR
ADJOINING GRADES HEIGHT CALCULATIONS
SHALL NOT EXCEED SLOPE PRIOR TO BEGINING EXCAVATION.
OF 2 HORIZ.: 1 VERT.
NOTE:
CONTRACTOR SHALL VERIFY LOCATION
OF UTILITIES AND COORDINATE SERVICES
INSTALLATION.:
- - ---1 N
SITE PLAN
SCALE: 1 / 16" = 1'-0'
0II6.h'I.LI. kv-.U4 0
I4% - # -f \/�T, f .
CI:L-tom
DATUM POINT:
TOP OF EXIST. C.B.
ASSUMED EL. 100'-0-
DiRIVEWAY APRON
SHALL CONFORM
TO CITY STANDARD
DESIGN REQUIREMENTS
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APPROVED
*QIWTAM TIGHTLINE MATERIAL
1*12 ADS ,
Sch 40 PVC
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RECEIVE'D
;
19343
S�OIST`i✓c�G�
J U L 3 0 1992 i
NAI-
PERMIT COUNTER
EXPIRES 2/24/9'S
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CONTACT ll
PHONE
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PROJECT ADDRESS �`�C"�I J r-I6,� �r'IwE�K..� kl ITf♦ fz1z�lZ�
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ZONING
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SITE AREA q�j02 S,� Az"�EEHYDP-A i,` A-rl )` M o dl:l_ p 40A
71
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ALLOWABLE SITE COVERAGECD
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'PROPOSED SITE COVERAGE
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SETBACKSREQUIRED F� S 5-" 5"si
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CONTRACTOR
ZONING
SITE AREA �rj pZ g,c
ALLOWABLE SITE COVERAGE
-PROPOSED SITE COVERAGE
REQUIRED SETBACKS F Zo / S f" S 5-" B / S/
PROPOSED SETBACKS F `f'7-'Y"S 5!`74 S 5_l9" B 15
MAXIMUM ALLOWABLE BUILDING HEIGHT 2 S
MAIN FLOOR AREA 2 Z 5
BASEMENT AREA
1310 5),::-,
GARAGE AREA
o 3 2 5G
TOTAL GROSS AREA
TOTAL GLAZING AREA
Gj �j Gj
TOTAL HEATED AREA
GLAZING TO FLOOR AREA RATIO
J(o , %
ELECTRIC SERVICE BY
WATER SERVICE BY
SANITARY SEWER DISTRICT
TELEPHONE SERVICE BY
IMPERVIOUS AREA CALCULATION
RESIDENCE ;. V*e SF C/Ncc. 0%
PATIOS '514 SF
DRIVEWAY 14 r6 . SF
- SF
TOTAL 510 y SF
[91NFILTRATION TRENCH REQUIRED LF
[DETENTION PIPE REQUIRED LF
❑ NO ON -SITE DRAINAGE DETENTION SYSTEM REQUI
BUILDING HEIGHT CALCULATION
CORNER A EL.
CORNER B EL.
CORNER C EL. 19,
CORNER D EL. �S =
YOTAL �° + 4 = EL.
ALLOWABLE BUILDING HEIGHT + 25'
MAXIMUM ALLOWABLE BUILDING HEIGHT: _ _ ._ EL. Lo .14
PROPOSED MAXIMUM BUILDING ELEVATION:
�.-GU tz-� Te='r✓ � � /� ___ _..._:.._ ._'.ice - . _.. --•--- ---- ----- � /:
-ra t-wrC�fl
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EXIST. C.B. PROPERTY_LINE
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�/a/F�I�IENT
_ r: proposed/
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2eV/i_Li VT 111Tp-I L,/ E Q No / DECK -__`� 11, . ; ►� ' ,Driveway
� I r
22i1HICiH -f FjaE12 AUW--+t0.�>P / �� � Proposed O ATIOt EXISTING GRADE p
CONTOUR LINES
' CONCR� is JResidence �--
/ PATtO
S a - Garage O° ��. FINN HED GRADE / ►�-
$ / I1'COTOUR LINES w
ELECT. �� 0
SERVICE / a
D ' / ENTRANCE U/
UNDERGRQUND
PROPERTY LINE j (d 5J- j 1 LINE OF ROOF
i!I OVERHANG ABOVE /
5�
NOTE:
ROCKERY RETAINING NOTE:
WALLS SHALL NOT CONTRACTOR SHALL
EXCEED T-0' IN HEIGHT VERIFY ELEVATIONS FOR
ADJOINING GRADES HEIGHT CALCULATIONS
SHALL NOT EXCEED SLOPE PRIOR TO BEGINING EXCAVATION.
OF 2 HORIZ.: 1 VERT.
NOTE:
CONTRACTOR SHALL VERIFY LOCATION
OF UTILITIES AND COORDINATE SERVICES
INSTALLATION.:
S''G. t✓I . u . W"_, ".6 1,41
FU trl,Y -c-1 9-0 l.lTE 0 C�L.b�
DATUM POINT:
TOP OF EXIST. C.B.
ASSUMED EL. 100'-0'
DRIVEWAY APRON
SHALL CONFORM
TO CITY STANDARD
DESIGN REQUIREMENTS
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APPROVED
STMET RLE,
4QQFPTAM TIGHTLINE MATERIAL
N-12 ADS
Bch 40 PVC
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D303d) I , M,,
WAS,
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RECEIVED
19343
�C3 'pSC1�tF�
J U L 3 0 1992 I .sjONAI_
PERMIT COUNTER EXPIRES 2 /24 / qi•8
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