HomeMy WebLinkAboutPAR2001-00040 Espresso Stand - PAR Application - 5/1/2001 Case number:MIS Q A ►2 ayd 1 - 0b0`f 0
MASON COUNTY
PRE-SUBMISSION CONFERENCE REQUEST FORM
The purpose of the pre-submission application is to identify and/or eliminate as many potential problems as
possible in order for the project to be processed without delay. Representatives from the Building Department, Fire
Marshal's office, Environmental Health, Planning, and Public Works departments may attend the meeting to discuss rules
and regulations applicable to the proposed project. Topics covered during the meeting will include the comprehensive plan,
shoreline program, zoning, availability of sewer and potable water, development concepts, building construction, fire
protection and life safety of the proposed project. By providing the most accurate and detailed information on the
application and site plan your pre-submission conference will be more informative.
Pre-Submission conferences are held every Wednesday and last approximately one hour. To schedule a meeting
complete the application on both side and return 7 copies of the site plan to the Mason County Pernut Assistance Center,
attn. M. MacSems. If you have questions call(360)427-9670 ext. 281.
Date: >_ O/ Site Plan
Applicant: l Submit 7 copies
Name 55 w Include the following
Address /� f �/� <L/ - 'T information on site plans:
3��,� _ 7�� /Z1�/ ✓ Property lines,easements,and right-
Daytime telephone O
of-ways.
u 360-7Y -Nc -7i0 -0'12 �2o6- 577o- 616
✓ The location of all existing and
Representatives proposed structures. Include square
Name �� f�S footage of existing and proposed,
buildings. Pr-Posed ' s{bib
Address
Daytime telephone ✓ Setback distance,in feet,from all
property lines and buildings.
Parcel Number: IZ digits ✓ Existing and proposed road access to
/Z,7—Z O - SD - and from the site.
✓ Parking sites
Description of Project: ✓ Location of on-site sewage tanks and
drainfields.
Include square footage of structure,use of buildings i.e. office,warehouse, etc,
Location of drinking water supply of
occupancy classification(UBC,Table 3-A),and construction type. Provide one set
✓
proposed site and surrounding sites.
of plans, if available.
��- ✓ Steep bluffs,wetlands,streams, and
/80 -(;-a
bodies of water
/�R/ -50 570tvO
✓ Location of fire hydrants and
emergency vehicle access roads,
including grade.
✓ Surface and storm water runoff
0 0 1 mutes. W e S4- 4 �-C
- `s��i Continued on reverse side
Has this project been discussed during a previous Pre-Submission Conference? If yes,please indicate date
/UO
Will the building have employees? If yes,how many? 7
What is the water availability of the proposed project? If there is an existing well,what is the name of the system?
What is planned for an on-site sewage
/system? If you are proposing a new on-site system provide detail on the required
site plan. Qy i f y� �ti L � ` .
ADDITIONAL COMMENTS:
7Z:)r
70
/✓�%'cyc'5' /o
APPLICABLE BUILDING CODES:
1997 Uniform Building Code-WAC 51-40
1997 Uniform Mechanical Code-WAC 51-42
1997 Uniform Plumbing Code-WAC 51-46/51-47
1994 Non-Residential Energy Code/Ventilation and Indoor Air Quality Code
Mason County Ordinance
Date and Time Conference Scheduled: 5 a 3 Cj O 9 %
Location: T C', r(- PIC, K►.v. '. co-, C-k
ro
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.571
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36
2 6 J C G h 0 i it S l(-A7. -/0 el s
.47
J r
!_ '}' '• �; .r..r� N _. i �.S- of
/119 9 9 10: 21
T LAND: FULL AGENT DISPLAY PEND / LN: 99 057649 LP $ 89, 000
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1191 HIGHWAY 3 98524- ALL MAS AR: 172 OLP$ 89, 000
: 1-3 BLK: 80 DSR:ALLYN MAP: O NIA: SP $
AX: 122205080001 PRJ:ALLYN GRD: O MT: 40 FIN: 6
LGD.BLK. 80 LOTS 1-3 & VAC. 10' OF SHERWOOD AVE. OMD: 07/11/99
DD1 : 3 BLKS. S. OF THE CHARLES SOMERS CO. , LD : 06/01/99
DD2 : XD :
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LO : 4035 REP:HARLEY SOMERS, 275-0400 PTO:N
LAG: 5003 CLA: STY: 41
SOC: 3.5 THE CHARLES SOMERS CO. 360-275-0400
OWN:ELLIS OAD:GIG HARBOR, WA OPH. _ SKS:N F17 :A
GZC:L ZJD:B ZNR: POTENTIAL COM QTR: SEC:
RS2 :D POS:B
TRM:BG
ATF: F TER:
TXY: 1999 TX: 406 SNR:N
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ACR: 0.27 LSF: 12000 LSZ: 120X100 WFG:
DOC: �-
WFT: LDE:H
VEW:K RD:WEST RDI :E
IMP: F
FTR:
TPO: F SLP:ROAD LVL:MOSTLY
----------------------------------------------------------------------------
WTR: F SFA: ESM:
GAS:D WRJ: STD: SUR:
ELE:A SEP:Y SDA: SST:GRAVITY
SWR:G SAP: 2 SDD: SDX:
----------------------------------------------------------------------------
SD :NM EL:BELFAIR ELEM. JH:HAWKINS MIDDLE SH:NORTH MASON
RM1 :
RM2 :
RM3 :
MRI :POTENTIAL COMMERCIAL. OLD BUILDING HAS MINIMAL VALUE. 120 FEET
MR2 : ST. HIGHWAY FRONTAGE. EXCELLENT VIEW.
MR3:
MR4 :
MRS:
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Z75- YK 7
36 ^ L
Prepared by: Halley Somers on July 1Z 1999
APPR. NO. [)1. L,riu. MtAoUN 'I y K P--.v r":j J_u n I J.Lj N fA T N Yd r m%_7 rz J. W. J.
SIZE MOBILE HOME RONALD M ELLIS ET UX
0.2115
MAKE FIELD SHEET 3267 : 80---1
CHANGE DATE 3/1.9/90 A P P R DATE 3/1-0/9C.1
MODEL NEIGHBORHOOD REVAL CD 2
SERIAL NO.
USE CODE AI-LYN
13 L K 00 LOT : 1-3
PARCEL NO. J.;)-:)-)o F.i0001. & VAC . SHEERWOOD AVE . 1.0 ' WIDE. ADJ .
18191 E STOTE ROUTE' 3
ASSOC. R/P PARCEL NO.
BUILDING TYPE 1-IOUSE CONTACT N CONDITION 1 0 W BUILDING LIFE
DATE BUILT 1941 RENTER CONSTRUCTION D UL STYLEI ST
BLDG. USE CODE 19E3 ." REMODEL DATE EFFECTIVE AGE 00 MARKET MODIFIER
CHARACTERISTICS PLUMBING FLOORING BUILT-INS
QUALITY LOW + SINK 1. FLOOR CONST. SUB-F ALLOWANCE INTERCOM
EXTERIOR )113 N G W.H. j, FLOOR COVER ALLOq J-_*S RANGE-OVEN VACUUM
ROOF COVER COMP LAV* j, TYPE % DISHWASHER MICROWAVE
FOUNDATION p&1:3 TOILET I TYPE 1/6 GARB.DISP. HOT TUB
SHOWER HEAT TRASH COMP. SAUNA
BEDROOMS TUB SHOWER 1. HEAT COOL F/W F REF
BATHS I OTHER I FIREPLACE(S) SNO I HOOD&FAN
TOTAL 6
BLDG. SIZE BASEMENT GARAGES CARPORTS PORCHES
1st FLR. ;11 864 BSMT.QUAL GAR.QUAL. C.P.QUAL PRCH.OUAL. LOW
,,, FLR. 'j, BSMT TOT ROOFING ROOF CVR. CONC. 11i
2nd FLR. 11 FINISH !I] EXTERIOR C.P. lji DECK Q1
3rd FLR. 11 FIN.QUAL. GAR TOT I DIRT FL BALC. 'I)
SPLIT LEV. 11l MISCELLANEOUS GAR.TYPE DEPR. % ROOF aJ
ATTIC .1, 1000 ROOF TYPE
864 ASPH. 11 DEPR • SITE VALUE
CONC, 111 200 W F_'11 Y4 WELL 5000 ENCL. 11! 96
SKIRT MH p • SEPTIC :)-oo DEPR.
X
ASSESSED VALUATION RECORD REP.COST 49 )727
A.Yr.1 CURR.USE MKT. LAND IMPROVEMENT TOTAL %DEPR. 80 LUMP SUM
0 81 1 1.-/'?2 0 2 8 0 3 r_5 %comp LAND VAL.
.1.4 ,625
86 1.031.5 15300 2 6 1.1,5 ADJ.BLDG.VAL. 9 94,15 TOTAL AV
32 ,960
.1,�.-1 9 0 ,389 NC
90 F313 I 1j, '.) 1) 2 3,r 51.0 OTHER IMP
94 203251 1.3610, '3 3 9 3'� TOT.BLDG.VAL. 11 MN S
TOT
METHOD CLASS WATERFRONT VIEW RD, TOPOGRAPHY AMEN,
O LAND U)
C,> c 0
"1 0 USE QUANTITY RATE VALUE D Z Z Z<U)
z (-) (13 <<1(1:0 x V) a:ow
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>
w(L Cr CODE z ci a:c[0 co(TL< woo>o
a:w m cr'n m 0 T 0 w w <wz occ W�o -Ow,
0 t 0 L)C) 0 3: 3:0 0 w,0 Z -co a:
< :Dl L) 0 u
1 2 3 411121114 1 1 1 2 3 1 1 1 1 1 1 2 1 2 1
------ — ----1.9E32 3 2t; 4,r,'j 0 0 1.4 6 2 E) t .1 1 1.11 1 .1
--- I --- ------
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MN OPEN SPACE lQUANTITY METHOD RATE VALUE 3
t � ERSE/ba►T t i ��
PRoPOSEO s M& PLati
rr +zF'
l81 ql E $3'ATE Ro vT�E 3
1S 140 OLK : $O toT 1,L,3
�sEinP,�T
COME 45so 5TA 4 = 160 SQ.FT
�� R�5-5 �•4 /� , ESsREWA•# Ism- Aecvrw-
waTg2 = f igj 4r T/+,jK
3 x3 FT
P,4&61- ,vo; = 122ZO 610 8000(
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