HomeMy WebLinkAboutBLD2006-00440 ?UILDING PERMIT APPLICATI!N ML ReviewTy 428
Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD06-00440 Received Date: 7/31/2006
SITE ADDRESS: 192 OLD EAGLEMOUNT RD
PORT TOWNSEND, 98368
OWNER: ROBERT J HOFFMAN PHONE: 360-477-0494
NANCY L HOFFMAN
192 OLD EAGLE MOUNT ROAD
PORT TOWNSEND WA 98368
SUBDIVISION: Block: Lot: TAX 9
PARCEL NUMBER: 901304006 Section: 30 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOt NEW DECK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP DEK MAIN:
VALUATION 4,478.00 ADD'L: HEAT TYPE:
CODE EDITION: 2003
OCCUPANCY: HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: OTHER: SHORELINE:
GARA
CONST TYPE: DECKLE 180 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PWELL
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: Prop:
Total: Total:
Routing Date:
471311 ,
Type Amount Paid Bv: Date: Receipt: Approved/Date
Permit $111.25 LYK 07/31/06 83865 '`
Plan Check $72.31 LYK 07/31/06 83865 { ROVED:
State Building Code $4.50 LYK 07/31/06 83865 OCT IS
Total: $188.06
Jeftersnn County Plannrrr
&.. Eiliilrlil i ciprc,7!trnapf
• •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD06-00440 Received Date 07/31/2006
SITE ADDRESS: 192 OLD EAGLEMOUNT RD Issue Date 10/18/2006
PORT TOWNSEND, 98368
APPLICANT: ROBERT J HOFFMAN PHONE: 360-477-0494
NANCY L HOFFMAN
192 OLD EAGLE MOUNT ROAD
PORT TOWNSEND WA 98368
SUBDIVISION: Block: Lot: TAX 9
PARCEL NUMBER: 901304006 Section: 30 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NEW DECK
CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT.
SETBACKS:
UFFER:
Footing:
Foundation:
Stormwater FINAL Approval:
Underground Plumbing:
Underground Insulation:
Shear Wall :
Sheathing:
Framing:
Plumbing:
Propane Tank/ Lines:
Insulation:
Sheetrock:
Septic Sytem Final Approval MUST be obtained before final of structure can be attempted.
Road Approach Final Approval:
Zoning Final Approval:
Final/Occupancy Approval: `_ y'(%
HEALTH DEPARTMENT 4 JD PU LIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY - SEE REVERSE
•
SPECIAL CONDITIONS FOR CASE # BLD06-00440
1.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
2.) A Stormwater Plan dated October 12, 2006 prepared by Quadra Engineering has been
submitted and approved by the Department of Community Development. Once the
subject permit has been issued the applicant shall fully implement the provisions of the
submitted plan and contact the Jefferson County Department of Community Development
to arrange a schedule to inspect the property for plan compliance. A Certificate of
Occupancy will not be issued until the Department verifies plan compliance. No clearing
for roadways or utilities shall occur on the project site until clearing necessary for the
installation of temporary sedimentation and erosion control measures have been
completed.
3.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
4.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an autormobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
5.) Minimum setback from private ingress/egress easement rights-of-way shall be 20 feet.
Minimum setback from western property boundary is 145 feet from the adjacent
commercial forest lands. Minimum setback from north property boundary is 50 feet from
adjacent commercial forest lands. Minimum east property boundary is 5 feet (site plan
depicts 356 feet).
6.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
7.) Lighting fixtures shall be designed and hooded to prevent the light source from being
directly visible from outside the boundaries of the property. The intensity or brightness of
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
8.) The building height is not to exceed 35 feet.
• 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
10.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM QUADRA ENGINEERING STATING THAT THE STORMWATER
FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS
OF THE "STORMWATER REPORT" DATED OCTOBER 12, 2006.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
• •
APPROVED CONSTRUCTION NOTES:
STORM WATER PLAN l• THE EROSION & SEDIMENT CONTROL AND STORM DRAINAGE SYSTEM(S) SHOWN HEREON ARE
DESIGNED TO PREVENT THE TRANSPORTATION OF SIL T VIA STORMWATER RUNOFF
2 THE EXACT LOCATION AND SHAPE OF THE IMPROVEMENTS MAY BE ADJUSTED AND SHALL BE
OCT 1 2 2006 COORDINATED BY THE CONTRACTOR WITH THE OWNER PRIOR TO CONSTRUCTION. IMPROVEMENTS
SHALL BE LOCATED SO THEY DO NOT ENCROACH ON SEPTIC SYSTEM COMPONENTS OR RESERVE
AREA(S); EASEMENTS; STRUCTURES; OR BUFFERS EXCEPT AS AUTHORIZED BY THE PERMIT OR
1EFFERSO OU STORMWATER REPORT ALL ROOF DRAINAGE SHALL BE CAPTURED AND ROUTED TO THE FACILITIES IDENTIFIED.
DEPT.OF C DFV ( PM NT
SIGNAPIRE 3. CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS:
1. LOCATE EXISTING UTILITIES, VERIFY ELEVATIONS AND GRADES
Stormweter is2. INSTALL TEMPORARY EROSION CONTROL MEASURES REOUIRED BY SITE CONDITIONS
3. ROUGH GRADE SITE
Required INSTALL DRAINAGE SYSTEM (DO NOT CONNECT FOUNDATION AND STORMWATER DRAINS)
5. CONSTRUCT ON-SITE SEWAGE AND WATER SYSTEMS AS APPLICABLE
FACE OF BUILDING 6. CONSTRUCT BUILDING FOUNDATION
7• CONSTRUCT BUILDING
7-ROOF DOWNSPOUT 8. FINE GRADE DISTURBED AREAS
PVC OVERFLOW WYE 9. PERMANENT SEED OR ESTABLISH OTHER APPROVED PERMANENT GROUND COVER
r CONNECTION 10. FOLLOWING STABILIZATION OF SITE AND THE DEVELOPMENT OF PERMANENT GROUND
COVER REMOVE TEMPORARY EROSION CONTROL MEASURES AND SEDIMENT FROM TRAPS.
12" x 18" x 2" THICK
CONC. SPLASH BLOCK 4. SURVEYS WERE NOT PERFORMED NOR WERE THE BOUNDARIES OR ENCUMBRANCES VERIFIED BY A
TI TLE REPORT/ TI TLE SEARCH FOR FOR THE PREPARA TION OF THIS SITE PLAN. THE BOUNDAR Y
AND TOPOGRAPHIC INFORMATION SHOWN (UNLESS OTHERWISE SPECIFIED) IS PER JEFFERSON COUNT?'
RECORD(S) AND THE FEATURES SHOWN AS EXISTING ARE SHOWN AS APPROXIMATE AND /OR
REPORTED LOCATION. THE OWNER SHALL BE RESPONSIBLE TO HAVE ANY TITLE SEARCH OR
TO DRAINAGE SURVEY COMPLETED THAT MAY BE REQUIRED FOR, OR AS A RESULT OF THIS PLAN
FACILITY 5. IMMEDIA TEL Y UPON COMPLETION OF CONSTRUCTION, ALL DISTURBED AREAS SHALL BE SEEDED A'
ROOF LEADER: SPECIFIED BELOW TO PROVIDE EROSION CONTROL.
4" PVC PIPE
• ALL SLOPES GREATER THAT 2 1 SHALL BE RECEIVE HYDROSEED OR OTHER 'ADHESIVE"
NOTE. COORDINATE POINTS OF CONNECTION METHOD OF SEEDING AND MULCHING SUITABLE FOR THE APPLICATION ON STEEP SLOPES.
WITH BUILDING PLANS • TEMPORARY SEEDING SHALL BE ANNUAL RYE OR OTHER APPROVED "FAST
GERMINATING.. GROUND COVER.
DOWNSPOUT DETAIL • PERMANENT SEEDING SHALL BE WITH KENTUCKY BLUE GRASS, TALL FESCUE,
PERENNIAL RYE, OR CHEWING FESCUE THE APPLICATION RATE SHALL BE 120 POUNDS OF
NOT TO SCALE SEED PER ACRE.
• ALL WORK SHALL BE IN ACCORDANCE WITH SECTION li - 5 4.3 OF THE PUCE SOLIND
STORM WATER MANAGEMENT MANUAL.
6. TEMPORARY DRAINAGE DURING CONSTRUCTION, UNTIL A CERTIFICATE OF COMPLIANCE IS ISSUED
BY THE COUNTY, SHALL BE PROVIDED BY CONTRACTOR TO RELIEVE AREAS THAT MAY CAUSE
4' PVC OUTLET DAMAGE TO OFFSITE PROPERTY
7 CONSTRUCTION SITES SHOULD BE PROTECTED AND MAINTAINED.
8. AVOID CONSTRUCTION DURING FALL AND WINTER OR OTHER PERIODS LIKELY TO EXPERIENCE
HEAVY RAINFALL. DURING HEAVY RAIN, PLACE VISOUEEN SHEETING OVER AREAS WITH EXPOSED S.ii
9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE
\_2 CUBIC FEET CONTRACTOR. THE MEASURES AND METHODS SHOWN ON THE PLANS ARE A MINIMUM FOR NORMAL
Cl
LOOSE RIP-RAP WET WEATHER CONDITIONS. THE CONTRACTOR SHALL UTILIZE ANY MEASURES REQUIRED TO PREVENT
ROOF STORMWATER EROSION AND TO CONTAIN SEDIMENT TO THE SITE
OUTLET 10. THE CONTRACTOR SHALL PROVIDE SAFETY SYSTEMS FOR TRENCH EXCAVATION THAT MEET OR
NOT TO SCALE EXCEED THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEAL TH ACT, RCW 4917.
q FOR ALL TRENCH EXCAVATION THAI EXCEEDS A DEP i„g EET �D
M
06 - 0440
HOFFMAN RESIDENCE
STORMWATER DETAILS clii)EFFEq9141111r4f,/ D D D a 0
Fin SHEET ! DESIGN BY ! DRAWN BY: ', DATE SCALE PROJECT NO
_1 ENGINEERING, INC.
OF 3 Mz Mz 1n/12,D6 NONE 06-10
APPROVED
Quadra Engineering
STORMWATER PLAN 240 W. Cedar St.
P.O. Box 2356
®�� 3Sequim, WA. 98382
(360)683-7019
lEFFSr o Yoff n Residence File #: 06-103
21)36
DEPT.OF c . :I A Eagle Mount Road, Port Townsend, WA 98368
SIGNATURE: p j . AA/0
cF F�A
RE: LA06 00428, BLD06-00439 r '''► z
Design: mz g
23347 p
Date: 10/12/06 �'c/S70 ,4,
Revised: '0'�L �`�
EXPIRES JAN 15, 2007
Stormwater Report
This report and the detail sheet (page 3) addresses stormwater management for
the construction of a single-family residence (manufactured home & deck) for the
subject development. A site plan has been prepared by the owner and is on file
with the Department of Community Development for this project.
Project Overview Construction of a manufactured home (60'x28') with a
contiguous wooden deck (12'x15') on a 7.7 acre parcel.
Existing Conditions Summary The 7.7 acre parcel is on the easterly downhill
slope (15%-30%) of a forested area. Access to the site is via an existing private 10'
wide gravel surfaced driveway (10%± max grade) from Old Eagle Mount Road. The
building site is a terrace cut in the side of the hill where the existing slope was
16%±. The cut face is 8' max height and the fill face is 12' max height terraceii n
is relatively level and is 130'± long and 77'± wide. The terrace has bee eared of °
vegetation and is gravel surfaced for use as a building pad.
0 6 - 0 4 4 0
The entry to the building pad at the driveway (south side) has power an44one, NTY DCD
service and a well (tags ALJ148 &AHR318) is on site. The septic syste4, is und��
construction on the north end of the building pad and uphill to the west.
A curtain drain has been built at the toe of the cut face and captures both surface
and subsurface drainage across the face of the cut, carries it around the edges of
the terrace and discharges into the forest via two ADS pipes. The outlets into the
forest are both heavily vegetated and show no obvious signs of erosion or sediment
buildup.
The cut face is eroding slightly. The fill face of the terrace does show signs of riling
and erosion. It is heavily vegetated on its face. Small longitudinal cracks exist
within 1' of the top edge of the fill face indicating possible sloughing may occur.
Landslide Hazard The entire parcel is depicted on Jefferson County Critical Areas
C:\Documents and Settings\mich\Local Settings\Temporary Internet Files\OLK31\06103 SWM Report.doc
Page 1 of 3
• •
Quadra Engineering
240 W. Cedar St.
P.O. Box 2356
Sequim, WA. 98382
(360)683-7019
Map as lying within a Slight Landslide Hazard Zone per the US Department of
Agriculture Soil Conservation Service Soil Survey which identifies a severe soil
limitation for dwellings without basements within this sites' Beausite-Alderwood
(BdD) complex soil type when slopes are greater than 15%. This building site has
been keyed into the slope creating a relatively flat area for development. There is
no visual evidence of landslide activity in the surrounding areas. No seeps were
found in the area.
Recommendations:
• The existing curtain drains are critical to keeping the building pad dry. The
existing drains are incomplete. The swale below the cut face has exposed
curtain drains that needs to be properly capped at the ends and covered
with rock spoils as other areas of the curtain drain have been improved.
Install 2 cubic feet of rip-rap at each curtain drain outlet to protect against
future erosion.
• Collect stormwater runoff from new roof surfaces via gutters and
downspouts and carry via closed conduit a minimum of 10' beyond the toe
of the fill face into the forest and vegetated slope. Do not connect this
system to the existing curtain drain. Install 2 cubic feet of rip-rap at the
discharge point to promote dispersion of the stormwater and minimize
erosion.
• Building foundations shall be extended a minimum of 12" into undisturbed
soil. Do not place foundation footings or slabs on uncompacted fill.
• Finish grading shall be 10' @ 5% minimum slope away from all building
foundations
• The west limits of the dwelling shall be a minimum of 20.0' from the toe of
the existing cut slope. The east limits of the dwelling shall be a minimum of
30.0' from the top of the existing fill slope. The proposed open deck may be
constructed to within 15' of the top of the fill slope. No other building
structure is recommended within 15' of the top of the fill slope, specifically
the creation of impervious surfaces.
• The owner shall inspect and repair any rivulets that may appear on the
building pad and the cut and fill slopes on a yearly basis. Immediately repair
any concentrated stormwater flows and disperse the flows to as broad an
area as possible. Utilize least invasive equipment possible (i.e. hand tools)
to minimize soil compaction.
• Permanent ground cover shall be established on all disturbed surfaces
PERMIT # BED
0 C 044 0
crr" :ON COUNTY BCD
CADocuments and Settings\mich\Local Settings\Temporary Internet Files\OLK31\06103 SWM F2epoit.
Page 2 of 3
o •
: ECEIVIFEt
4,°N\ �,
��' 0�,. JEFFERSON COUNTY
�� DEPARTMENT OF COMMUNITY DEVELOPMENT
,4 ''4 i 621 Sheridan Street• Port Townsend •Washington 98368
4, .„. .4.-,. .-. . .
360/379-4450 • 360/379-4451 Fax p n`` �y
.�q�_ N� O www.co.jefferson.wa.us/commdevelopment JEFFERSON COOP( OCO
Master Permit Application MLA: 0- 2122
Project Description(include separate sheets as necessary):
Cr_ t K i ' x I5- / Al e vi--
Tax Parcel Property
Number: 90 J-- 3 G 1/— 00 6 Size: q, I) 0 3)i (acres/square feet)
Site Address and/or Directions to Pro ert : "Cf c 0 Id — c /e r L,it i
Property Owner(s)of Record: I() j.p Y A)Q " / (� rl c t
Telephone: h1 9 9 - 0 L(-51 Fax: --r— ` email: --
Mailing Address: J' 4 OI Ft't��'E'yV(ou r\, I k- I i Y 1 tOtr;/Iis v�\- C� AA . jf
Applicant/Agent(if different from owner):
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies)
wilding ❑Variance(Minor,Major or Reasonable Economic Use)
[j Demolition Permit ❑Conditional Use[C(a),C(d),or C]**
Ij Single Family °Discretionary"D"or Unnamed Use Classification
Q Garage Attached/Detached ❑Special Use(Essential Public Facilities)**
0 Manufactured Home °Boundary Line Adjustment
CI Modular COShort Plat**
El Commercial* °Binding Site Plan**
Q Change of Use °Long Plat**
El Address 1 Road Approach iiPlanned Rural Residential Development(PRRD)/Amendments**
E Propane ❑Plat Vacation/Alteration*"
❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions**
❑Stormwater Management ❑Shoreline Management Substantial Development*"
❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance
❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment
[Wireless Telecommunication* °Jefferson County Shoreline Master Program Amendment
❑Forest Practices Act/Release of Six-Year Moratorium
*May require a Pre—Application Conference **Requires a Pre-Application Conference
Please identify any other local,state or federal permits required for this proposal, if known:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the appli9 nn j at he r she wlann s p lice. /
Signature: !/�)eci. /97s/ �fji_ Date: J .zi�`c
The action or actions AppliraSit will and a as a result of the issuance of this permit may negatively impact upon one
or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even
�ifyou are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-trans// spon ' ility for adh ring t d complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature:
�- Date: '?,_ 2 4—C7(p
-
D:\PemutCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc
• o
BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assumin9 the res o sibility of the General Contractor for the proposed project.
Signature: ;A t '1 :-1-2,1e-o. Date: Z k'-O
GENERAL CONTRACTOR OR MANUFA TURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Pr ct Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
L- New 0 Wood Existing: 0 Sewer
❑ Addition ❑ Steel Proposed: Bank 0 Community System
❑ Alteration/Remodel ❑ Concrete Total: Height: I Individual System
❑ Repair 0 Masonry SEP Permit#
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: Setback: ❑ Private well ❑Two Party
Type of Heat: Proposed: 0 Public
Total: Name of System:
0
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
[]Underground Tank 0 Above ground Tank Size of Propane Tank:
❑Heat Stove ❑Cook Stove 0 Woodstove ❑Fireplace Insert 0 Hot Water Tank 0 Pellet Stove 0 Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
including the reserve area.
Square Footage Current Proposed fitOr-Office Use Only ,., ., ,, i unt-,,',," tAUSakilit..
Main Floor Heated EH Bld App Review 1 �jH a `.i
Floor Heated Consistency Review / /
w� rKi)-I P> �+
Other Heated Base fee:
1II . J
Mezzanine Additional Section:
Heated Basement Plan Check fee:
4-1a3►
Unheated Basement State Surcharge fee: c7)
Other Unheated Pot Water Review fee:
Garage/Carport SUBTOTAL 1 0b
Decks �t' 0 0 -1?3. 911/Rd Approach fee:
Other 0 TOTAL: $ in 0(.0
Receipt Number: S� 9'��
����' Cash/Check Number: /D� n,
ESTIMATED COST(REQUIRED) Xd;s0e _Date: 7h�
'Fair market value of all labor and materials foundation to finish 7-�/ -v"6
Initials: ,f(
D:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc
28'-0" ,;
`n rrn n' A
n
2 r y
o No
m
O bM
O I
y l
x C
- Z
w� 0 6
-- 6.4
ci
O c
X
j
J O
1i XI
1) . 1
= D
WI
0 w r cn
rm 00° 6Z4 z
O � o o 03 T
X 73 N_ U.
O
rr
0 li
ZO ' g 'C
E F
0Z
rD 63 —I
m Z �- x =
rll C)
.tC = o p
bm xZ -
0 w Z J
. _ - 0� -
aa _
O 3 � � 0-1
• m _ m
C Z
' i 4. -<
> rp , o -t _
73 m0 — xx
m � r W
mr _ <
-= x
—IZw G) K
D
oo n 02 Cn •
= b r- o -I
x0 xm
a) 0) y
o ,- n? CCI
I I K__________1)
jD
N cn
-I
om '' m 4110
= Z x 713
Co 0
x- r
x0 K
- N m
w .171 o --I
4O
x 0 al
ifl = v
•
/'thl nil _
li"i2-91,‘m - ,�_ ,t..�
m5 < 547.62 �h ` :
Cj-T
J
o vr:
' r., 1
m-< rC�'"° -)
N rail ti_I4S -/(O 3NI1 J1OV813S l3M 00l` -`\ J
41
,' • ( • .• ',L ONOd l tS fr. J �', rr
€ `�
f � tr r z
11< h� Nd9 `'��c SOdO�I l3/\da� MOl3 HS C�i' jN, 1 c ail m D 0 , A G`
-IZ Aa % ' Ni.---„,-, V
1 C m I '1 y� ��r7'J4 , 'v J; CO I
' �' ONOd ;,/ ! O
om+
n /-- m z ii SECTION LINE
-zi •
r•
I
3NI1 NOd813S 113M,001 � 1 �''`- --
T ./ij --I I
N w rirl C' 1 i / m �� r.
Cn a3nln0 / o ,`
Z O p ! '* i� <of � i
Z / LL u,
y o m -� ID \ 0 ,
E.
/ C %1 00 A CO
Dm D D " i [� I d
/
/ � D I
N y� m N -p cn ✓ o `0, I, f rrn '0 -
Dw I - - J _ 0
�bZ m m O --I I ,off � -,.-z ; ; 1 z C
m 0 m Q
r 0 O I ir` a� hil �o - j D D o Ocr, '�,--
cn
404'-11\1/2" z 1' 1 c,o - _
m c m Z /r
.... _>__I
__I i,
___________.
. - 6.0 0 _i__ _I „mr-
, 61 \
(2< .
� � • , omD
4:>, __,.._1>
___ \
\ 1 . -- - -
.'Ir' - .� j CO
Cry G_ Z-560 ,)
N0 'o ` t. Ni co
1 ,^^ _ , .
Q ��±� cooCD 0 Div 1 , 1
\ (CI 7, >1 ''' '
�\ i
<� � u�J , � cn �" `1� li 88 i2i , -act r•, '1 9 1 /
\\ �� 0 _-4 I_ w T ` 0g .P P �fi08'L01 log ., ,'��In dr Z 86 ZE t7Z� .� �'1 81'6 ` • J6b'95 '4
? C
=1 / •
vCX CCZ1:1 o I;=4 --I Co • N
- mm = m o ,
7m m>o
��,
r -4 a I
zc0n1 CC -4z 0 / — , m -+
-I -+ �, Cd) �;- cncnmmmz •
K2 , n n�D-DIT CQm m � DO / G)` k r -< -i " X .ir •
OcnW �XXm � n r- iC1Z / 3 z -C"imK � DX _e, ‘
m < —0,71°cn 0 mcn00 =73 --nem / � �� 4 mS � 2 0 . ‘
C�� rn1•.,-m � Z< ZOD�r- 2 Z cn O / c _•.. Sl y,. 4 '-\� K fimOOM rr
m^'G, �?2z � 05 0mc�o z � C / C•1 v� � �
oho Dmm o�z ��" cn c = m O Z / G ✓r: C}, \
^' CJ
m I '" X
O m cn O = ram I - 1WI 1
C -< m Z 0 7 m �• / 1 w rah 1
—I -n z •
�...r'"'"'.0 1
o m cn,, 0 Ho _o _ Nu) o 0 _ 1 .. ' g • e • a do
j
I
�, Ao � Z o I
w m D -i 1 a
10 10 cn cn _. < O< r-Z A E 5 1 i
u'� p 1 16'--- 5' 1-*-
0 1,
A0M M D -iD m mm0 o m �__Z : x l
m-1. C .T mD I F i /� -� Z �Z �' x �,75 /
D D D O N \ - Q d �- fAlf 2 /
Z co C o -n z \ .}±41". �L • ' a $ //
TT `\/
`
co m • - -t — -_- —
/ 1
NORTH PROPERTY LINE
II
` /
` _/