10517 235TH PL SW.PDFlill iiiiiiii
3919
10517 235TH PL SW
2w �
TAX ACCOUNT/PARCEL NUMBER: 2-73-- D 6— 002 - 00 i� D V
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS(RECORDED)FOR:
CRITICAL AREAS: ba— I �!) DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: b :2 ^ 1 '-J- -D -3
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER)��� — 0 2 D-D 1 v-6[ l' v V� IN
PLANNING DATA CHECKLIST DATED:_ Lr�22 2D r VJ
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DSTslForms\.Stw File Checklistdoc
t�
4IIIIIIIIIIIIATE RECEIVE i L4
PERMIT�EXPIRES
0USE
bw-OF EDMONDS
PERMIT :
ZONE k2:5 �N;a zoo
UMBER
ONSTRUCTION PERMIT APPLICATION
JOB r�1 % l SUITE/APT#
ADDRESS
W
1 I P1,.... s
OWNER NAME/NAME OF BUSINESS
4/ G✓0�
K_C_ riN_ 4. T I1 l'� T
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
LID FEE $
w
MAILING ADDRESS J
` '
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TES3 ved
RW A" R ...
Rw P.,: Required
//
EXISTING ^� PROPOSED
Street Use Permit Rsq'd
Inspection Required
CITY ZIP
TELEPHONE
L- 'r'iG1 � r, �•�
���
REQUIRED DEDICATION FT I
Udealk quUed
Undergrounrground
WlAnp required 13
NAME
METER SIZE LINE
SIZE
NO. OF FIXTURES
PRV REQUIRED
YES[3 13,
..+''-
NO
.Q
W
V
oar
ADDRESS
40 2, 4%,.I� A
REMARKS
OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
=
7�
CITY ZIP
TELEPHONE
02- ` q
( U
NAME L,{J/
r ( f
CBL #
V
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C
ENGINEERING REVIEWED BY DATE
�'
AD RESS � / % -
FIRE REVIEWED BY DATE
W
Ic
CITY ZIP
T LEPHONE
O
STATE LICENSE NUMBER EXPIRATION DATE
C ; ECR BY
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
REO'D
BOND
POSTED
POSTED
1 / 4 f // 0 /
i v ! (/ (/ i
tee. "r
DYES b<
g
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED
J
PROPERTY TAX ACCOUNT PARCEL NO.
(0�2
❑ NEW RESIDENTIAL ❑ PLUMBING /MECH
LOT COVERAGE
ALiLLOOWED PROPOSED
REQUIRED SETBACKS (FT.)
SIDE REAR
PROPOSED SETBACKS (FE)
FRONT UR SIDE REAR
ADDITION ,-
COMPLIANCE OR;I
❑ COMMERCIAL ❑
5 �
AFFRONT
8
c7
Z
` CHANGE OF USE
�"'
PARKING
REO'D PROVVIDSiz)
LOT AREA
PLANNING REVIEWED BY DATE
❑ REMODEL MULTIFAMILY SIGN
❑ ❑
a
❑ REPAIR GRyDI�NI ❑ FENCE
CYDS ( X FT)
2. �
3
REMARKS
OTHER
ri DEMOLISH ❑ TANK ❑
r �" 1 ' ��•
ti
C6GARAGE RETAINING WALL FIRE SPRINKLER
OARRW ❑ ROCKERY ❑
�O < 1i�^•I— IAA :an
Z
FIRE ALARM
-
E(TYPE
OF USE, BUS NESS OR ACTIVITY) EXPLAIN:
CHECKED BY
TYPE GF ONSTRUC ION
1/_
C
(/1�-
OCCUPANT
GROUP
¢
I
7
� (✓� L
m
NUMBER
OF
STORIES
NUMBER OF
DWELLING
CRITICAL
[AREAS d t
1
� 3
1�
I
SPECIAL INSPECTION
A, /�
OCCUPANT
O
�
,•
UNITS
NUMBER
REQUIRED [] YES
f1L's
Gti
LOAD
DESCRIBE WORK TO BE DONE
REMARKS
i
^� r �1
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
m
qw, lid / O 10919.4
VALUATION
$ ! 5 J
R fe *�_97 W
Description
FEE
Description
FEE
Plan Check
State Surcharge
n
SG�
HEAT SOURCE
GLAZING %
/1 .
LOT SLOP '
4 z� g /�
Building Permit
,,,,
���
City Surcharge
6 —
PLAN CHECK NO: VESTED DATE �yg ---
9 /`�'j L Plumbing X
Mechanical D "
THIS PERMIT AUTHORIZE ONL- WORKjNO ED. HIS PERMIT COV Ij8' R TO
t BE DONE ON PRNAT PROP • ONLY-Y NYCO STRUCTION ON HE IrIJB
Grading
7 DOMAIN (CURBS, SLbEWALK ,DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE 9 /
1= SEPARATE PERMISSION.
a Engr. Review `
W PERMIT APPLICATION: 180 DAYS
d PERMIT LIMIT- 1 YEAR - PROVIDED WORK IS STARTED WITHIN 100 DAYS Engr. Inspection ....
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS'AND SUCCESORS Fire Review Plan Chk. Deposit i
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
M EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT- ISSUANCE OF THIS PERMIT,SHALL NOT BE S DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. Total Amt. Due S
= NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
Recording Fee Receipt # U
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF HE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S PENSATI N INS YRANCE AND RCW 18.27.
OFFICIALS SIGNATURE DATE
SIGNAT R AGE DATE SIGNED (425)
771-0220
ELEA E DA E
ATTENTION EXT 1333 f� /
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING
OR STRUCTURE UNTIL / t/
-
`A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI
ORIGIN -FILE •YELLOW-INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
PINK - OWNER GOLD - ASSESSOR
64/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
• • CA File No: 03_ 3
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
0. Site Address/Location: IOe ['� 2-22S � Vol,
2. Property Tax Account Number: 9S10 % -16 2j ^ 00:' )
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? Xyes; no.
If yes; how is site developed? I!y
5. Describe the general site topography. Check all that apply. ✓ 144®
Flat: less than 5-feet elevation change over entire site. IV A� �(-'03
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a ntal
distance of 66-feet). cow;
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
91
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
Site contains areas of year-round standing water: IV : Approx. Depth:
Site contains areas of seasonal standing water: ; Approx. Depth: _
What season(s) of the year?
Site is in the floodwayfloodplain
of a water course.
9. Site qontains a creek or an area where water flows across the grounds surface? Flows are year-round?
Flows are seasonal? (What time of year? ).
10. Site is primarily: forested ; meadow ;shrubs ; mixed
urban landscaped (lawn,shrubs etc) ;,-<
11. Obvious wetland is present on site: I D
s For co.Staff Use Only
0�3
1
`
Plan Check Number; if applicable?
1 "
.J ...
3
SCS mapped soil vve(s)?
4:.
Crthcal Areas mventory'or C.A: map indicates Critical Area on site?.
,
5
Site within designated eartH subsidence landslide hazard
DETERIVIIIVATION
STUDY REQUIRED
: t WAIVER
r
Reviewed by'�J..
Critical Areas Check] ist.doc/3.19.2001
ED�o� city*Edmonds
n a-•�s.
tp
Development Services Department
_ Planning Division
Phone: 425.771.0220
��0 1 g90 Fax: 425.771.0221
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 the application 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).
Date RecMed:
City Receipt #:
Critical Areas File #:
Critical Areas Checklist Fee: $45.00
Date Mailed to Applicant:
A property owner, or his/her authorized 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.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
infonnation (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all, damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information=aibits h rewith submitted are true and correct to the best of in*knowledge and that I am authorized to file thiVdt� behalf of the owner as listed below.
SIGNATURE OF APPLICANT/AGENT � n DATE
Property Owner's Authorization `" f I t By my signature, I certify that I have authorized the abov Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.^
Owner/Applicant: Applicant Representative:
Ey &LK
r ont� HEKIOIZr 1��.� 1� \1
Name Name
Street Address
-EWW V-)5 JA 15(�boozo
City State Zip
Telephone: - �5qL - 2Z�Q-22,
Email address (optional):
"M
Street Address
awffiM W
City State Zip
Telephone: � - O? l
Email Address (optional):
Critical Areas Checklist.dod3.19.2001
• STANDA0 DRAINAGE DETENTIdW SYSTEM 3b
WORKSHEET
OWNER CALC BY:
ADDRESS PHONE:
IMPERVIOUS AREA
to
STREET FIL5TG
"'DESIGN DATA*****
PIPE DIA PIPE LG ORIFICE
DETENTION PIPE LENGTH
r-L= HINIHUN
.SX TO IX SLOPE
ING LID
'ICAL)
CEffl
CONo + t,P o" �N 12003
00
OUTLET CONTROL 1JArrSR
UPPER CATCH BASIN ORIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
2'X2'X6' DEEP, 4-6' SPALLS OR EQUAL
FROM CONTROL CB 2'X elx 3' DEEP, 3/4' CRUSHED ROCK
mOH CONTROL
RSPRAP OUTLET
L11NG.
VASNEDI DRAIN ROCK
RUNOFF SPREADER. TRENCH
FOOTING DRAINS SHALL NOT -BE CONNECTED 710 DETENTION SYSTEM
NOTES: ,
1. Call Engineering Division (771-0220) for a tightline and detention system inspection RK'n
before backfilling and for final inspections. APPROVED BY
2, Responsibility for operation and maintenance of drainage systems on private property is the ' 14 11 0 3
responsibility of the property owner. Material accumulated in the -storage pipe must be flushed
out and removed from the catch basins to allow proper operation. The outlet control orifice DATE
must be kept open at all times.
0
•
•
Table 1 — Detention Pipe Sizes
Impermeable
Required
Area Sq. Ft.
Vol Cu Ft
2000
50
2500
62
3000
75
3500 �,
87'
4000
100
4500
112
5000
125
Note: Allowable Pipe Materials:
Pipe Diameter
15' 18' 24'
30'
40 28 16
10
50 35 20
13
60 42 24
15 Required pipe
C70, 449 �28
18 -length in feet
80 56 32
21
90 63 36
23
100 70 40
25
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coated
N-12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Impermeable
Area Sq. Ft.
Outlet Orifice Diameter (Inches)
2000.
5/8
2500
.5/8
3000
"'
3
55001
Q3 4)
4000
7/8
4500
7/8
5000
7/8
Table 3 — Rectangular Catch Basin Requirements
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 18'
20'
y e 1, �Bl
180to 24'
26'
Type IL, CB 16
24' to 36'
36�
ype il, CB 19 19 48' Basin
360to 42'
42'
ype II, Cl 19 19 (54' Basin)
*Source: Assoc. Sand & Gravel Co. Standards
5
Revised 3/16/95
STANDAD DRAINAGE DETEN-AN SYSTEM
WORKSHEET
T L
QWNM CALL BY:
,-��
ADDRESS PHONE:
DATE:
*****DESIGN DATA
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
DETENTION PIPE LENGTH LOCKING LID
(TYPICAL)
FINISHED
' MINIMUM
TIGHTL KEAT E OF
l
CON OX
BOX OR RISER
S%
.SX TO IX SLOPE
p�
ZaLTLET
OUTLET CONTROL
NIN,
UPPER. CATCH BASIN .ORIFICE
CONTROL CATCH BASIN
+
SYSTEM CROSS SECTION
2'X2'X6' DEEP, 4-6' SPALLS OR EQUAL
FROM CONTROL CB 2'X 2'% 3' DEEP, 3/4' CRUSHED ROCK 4 xISTING GRADE
FROM CONTROL OUTLET WASHED ROCK
OUTFLOV TRENCF3 MW IC LONG.
L� PERF PIPE TO LEVEL
END CAPS
r PERREFNPIPE E
�VpL/ AF
PRIORHTO PLACElIENT OF VASFED RWN ROCK
NPRAP OurLer
RUNOFF SPREADER- TRENCH
FOOTING DRAINS SHALL NOT -BE CONNECTED 70 DETENTION SYSTEM
NOTES:
1. Call Engineering Division (771-=) for a tightline and detention system inspection
APPROVED BY
before backfilling and for final inspections.
2. Responsibility for operation and maintenance of drainage systems on private property is the
responsibility of the property owner. Material accumulated in the -storage pipe must be flushed
DATE
out and removed from the catch basins to allow proper operation. The outlet control orifice
must be kept open at all times.
0
SITE ADDRESS: IoS r
PROJECT DESCRIPTION:
PLANNING DATA
REDUCED SITE PLAN PROVIDED?: Q&JI No
MAP PAGE: 0-)3 CORNER LOT: Yes
LAN CHK#: O 3 - LZ
FLAG LOT: Yes o
ZONING: 125-T CRITICAL AREAS DETERMINATION #: 03 - 1
❑ Study Required:
Waiver
❑ Conditional Waiver
SEPA DETERMINATION:
❑ Fee
❑ Checklist
❑ APO list w/ notarized form ?s�Fi�-
❑ Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
Exempt
SETBACKS:
Required Setbacks:
Street: Z5' Left Side: �. S' Right Side: 7• S ' Rear: /S,
Actual Setbacks: ja
Street: o I Left Side: . S Right Side: Rear: IV PA6b* L 12"
Street map checked for additional setback required? Yes / o / DNA F�c cc,,z.o i,. C.
❑ DETACHED STRUCTURES:
❑ ROCKERIES: rv� <i,.—
❑ FENCES/TRELLISES: 1-1 .
❑ BAY WINDOWS / PROJECTING MODULATION:
❑ STAIRS / DECKS: w'l
PARKING: Required: 2- Actual: 2-
LOT AREA: 17 3 3,15 -7 61
LOT COVE L141e _ j li "�g)� r 195b" : 3904
Calculations: 7
BUILDING HEIGHT: w�*-,
W ,1 Datum Point: Oy jq) A, ct w. : I� oa �+°^" `"Datrdn Elevation: °1� • 0 '
9t 000
Maximum Allowed: 5' Actual Height: 1%. to
A.D.U. CREATED
SUBDIVISION: Nwu- rt"i:t,,, 4iu,,
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / o
OTHER:
Plan Review
NewBPP1anningDataForm.D0C
NOTICE:
No warranty of accuracy.
The information shown on the attached map(s)
was compiled for use by the City of Edmonds,
its Employees and Consultants. The City of
Edmonds does not warrant the accuracy of
anything set forth on these map(s). Any person
or entity requesting a copy should conduct an
independent inquiry regarding the information
shown on the map(s), including, but not limited
to, the location of any sewer stub shown. Such
sewer stubs may or may not exist and may or
may not exist at the location shown. Neither
the City of Edmonds nor its employees or
officers shall be liable for the information given
on map(s), nor for any one representation
provided based upon said map(s).
p=ctg.o
100
tT ( �' EX15T
102
A= 102 -5�
ROBBER5 R005T R * OAD
APPROVED BY P.LANNING
5 A 3los
102 : 0 loo
1-0
rL U-"T PLAN Al,
* TAX 10 # 362-703-2-006-0004
* LOT #2 OF SHORT FLAT RECORDED UNDER
RECORDIN& NO. 7cI04517023ci
* LOT 5IZE FT.
* LOT COVERAC7F.
EX15T HOUSE 4 5TOK&5LD&= 2,146 5a FT
EX15T PRIVE,Yl, I<,F`ATI0,DECI< = 2,100 5GZ FT
FROP05ED ADDITION = 1,156 5a FT
C= Ci'7.0
2 12
2�3-0
Fjo (70
10 5� -7 - s *4 PLS�j
-PILE
OWNER/CONTRACTOR IS RESPONSIBLE
q6 FOR EROSION CONTROL AND DAMAGE
�- TYP: 4" DIA TIGF4TLINE FROM 127.0' , x �-- —�-
®®� DOYVNSPOUTS
FILTER FABRIC
30" DIA X 15'-O FENCE 4 OR 5TRA K
O DETENTION PIPE'! x BALE BARRIERS A5
i.
NEEDED
T YP-,
DOYiN5POUT L.OGAT ION5 110 o � ,5I OUT ELEVATION
.� t @ q4.0 ( ...f-
0=16.0 'o-2 - - . .:I, I
INLET ELEVATION .
ACCEPTABLE TIGHTLINE e C16.0' 11
MATERIAL /
SDR 35
SCH 40
N-12
F31 p HANCOR
MAIN FLOOR@ADDITION = ciq'-6" - " -
UFFER. FLOOR @ ADDITION = 1021 %2
LOY4ER FLOOR @ ADDITION= q6-2 %2" U�
HIGHE5T RIDGE HT=116'-7 Y2"
LOMD — 1231_311 ,
MAX RI]7GE HT AL .�t�,/, � � _
100 ' , t ��
EXISTING i-iOU5E
_ A IV, : E, 15� H" OU5E FLOOR ELEVATION :� 1
REMOVE EXISTING
\.
8_6�� I BUILDING , 1 ` 1 • •. s . , " -
NEN Y4ALK5
01.5
102 "J
R
- EXI5TING GRAVEL DR.IVEYVAY'
1 102.5
EXI5TINO Y4ALK5 .. .
( f
t
Oy
O
of i
i
\\ / PRAINA&E SY5TEM PLAN 1/5it-oil
IMPERVIOU5 5URFACE5
PROP05EP ADDITION N/PATIO5 4 Y,4AL.K5 = 2,16650 FT
EXI5TING BUILD AFTER OCT Q52 50 FT
NALK5 4 PARTIAL DRIVEINAY =
TOTAL = 3,116 50 FT
MIN 20'-0" PAVED PRIVEYNA►Y
z! RIGHT-OF-WAY CONSTRUCTION PE IT
AND INSPECTION REQUIRED 127.0
EXISTING PAVED, z
ROAD � j
FLU I r LAN
t .
i�OBBERS R005T ROAD 1 s8" = 1'—�"
(235r" PLACE 5N
MIN 18"x18"x10'-O" RUNQFF
5pRE,VER TRENCH PER CITY
OF EDMONDS REPUIREMENT5
GOh15TRUGTED
ASTER OGT/19'11
APPROVED AS NOTED
BY�ENGINEERING
Date.
10517 ROBBER5 R005T ROAD
TAX ID # 362703-2-006-0004
LOT #2 OF 5HORT FLAT RECORDED UNDER
RECORDING NO. -Ig0817023q
LOT 51.ZE = 1-1,155.5.7.50. FT.
LOT GOV ERAGE:
EX15T HOU5E 4 5TOR6 BLDG= 2,146 50 FT
EX15T DRIVE,YVALIC,PAT•IO,DECK = 2,700 56Z FT
PROP05ED ADDITION = 1,g56 5Q FT
d
TED TO MAIN SEINER
"REETFILE
REV 15ED 3/25/03
MA6j---,
�
STREET FILE
102 J
am
lJ
MAIN FLOOR@ADDITION = qq'-6" 1
UFFER FLOOR @ ADDITION = 102 -7 Y2"
LOY4ER FLOOR @ ADDITION= q3'-2 Y2"
HIGHEST RIDGE HT =116-1 Y2" ! �,u
MAX RIDGE HT AL.LOYeD = 124'-0"
i
Ei
\ /
R.EirtOYE EXISTING NEI�t YVAL.i<S
. 1
1T EXISTING 6RA1/EL DRdEWAY'EXISTING WALi<S
1 10:2.5
r
A= 102.5
4
t
ROBBERS ROOST ROAD
(235T" PLFAC1 !Byq)
APPROVED 13Y PLANNING
�. -C
f
s .\
121.0'
7EX15TING HOUSE
HOUSE FLOOR ELEVATION = 100.00�
BUILDING HEIGHT CALCULATIONS:
A= 102.5 + B= q-1.5 + G= cr.0 + D=qQ;O = Bl'.0,
DIVIDED BY 4 = AVERAGE GRADE OF qcl-00 +
25-0" = MAX ALLOWABLE RIDGE HT OF 124.E
i
•
1051-T�-
TAX ID # 562103-2-00G-0004
LOT #2 OF 5HORT FLAT RECORDED UNPF-R
REC.ORDIN& NO. 7g081-l023q
LOT SIZE = 171133.51.5a. FT.
LOT COVERAGE:
EX15T HOU5E 4 5TORG BLDG= 2,146 5Q FT
EX15T DRIVE)NALI<,FATIO,DEGI< = 2,100 56Z FT
FKOF05ED ADDITION = 1,156 50 FT
i
rz
Coyr. -
R
2��jz�o�
�� ,� '� a
a i
am
' F,
JAN 1
102 It
r-1
LOYVE5T FTG @ Ci1'-2 %2" LOYVE5T FT(5 @ q1'-2 %2"(To q6'-6")
5LAB @ q5-2 %2" FIN FLR @ qq'-6"
i
LONE5T FTC @ 1--11'-2 %2"(To loo---t Y2°)
.N 1-1
w �
'EXI5TIN6 c5PAVEL DRIYEWAY'
m I 102.5 �-
I�
A= 102.5 . \
FILTER FABRIC FENCE $ OR
5TRAJN BALE BARRIER5 A.5
NEEDED
e / \
EX15T HOU5E FLOOR ELEVATION = 100.00'
f � -
�
ALL EOSED SHIN 2ES TO
DAYS
BE COVE W
OWNERICONTRACTOR IS RESPOM
. _ I K I to-00 /1= I I I �'I.. 11 FOR EROSIONEROSIONCc�,•-1 T;�(-),l_ AND DAMA1
,
ROBBER5 R005T ROAD
(255TH PLACE 5YO
I
1 /5 = 1 -O
12
2a� c� CcuT
APPROVED AS NOTED
BY ENGINEERIN
Date:
12-1.0' z
102
0 ..
z
twwL07 PLAN
®10517 ROBBER5 R005T ROAD
TAX I D # 362703-2-006-0004
LOT #2 OF 5HORT PLAT RECORDED UNDER
RECORDING NO. -lg0817023Q
LOT 51ZE = 1-1,133.57. 50. FT.
LOT COVERAGE:
EX15T HOU5E 4 5TOR& BLDCG= 2,146 5a FT
EX15T DRIVE,YVALK,PATIO,DECk = 2,700 56Z FT
PROP05E7 ADDITION = 1,g56 50 FT
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JAN ' 7 2003
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