HomeMy WebLinkAbout5309 No. 5309
GARFIELDWUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8t11 Street Suite 303
Glcnwood Springs, Colorado 81601
(303) 945-8212
Job Address 145 West Main Street, Silt
Nature: of Work Building Permit
Use of Building Maintenance /Storage Building
owner Alfred M. Gendreau
Contractor S.G. Thompson
Amountofpermit$ 1,765.50 Dale October 7, 1994
Permit: 1070.00
Plan . 695.50
Paid $694.02 10 -7 -94
S. Archuleta
Clerk
a
BUILDING
mu m') COUNTY
'PLICA'1'lofl FOR .PERMIT
, , SEP 43 7 999 j g Ai PLRIILI NUMBER 5309
I
Assess - `le-MT ca-� please print or. Lypo DATE __SPnt _ 1 _ 1 994 -
'1'( B' FILLED OUT BY A1.'l'LLCAN'L' PLOT PLAN
— ADDRESS 146 WesL.,14a n"St. Silt, CO NOTE: Shore easements, property line dimension
SUBDIVISION all other structures, specify north, and scree
O
1 ILING 11 - LOT 11 . BLOCK 11 name.
For "' For odd shaped Lots, of if space 15
' TAX SCHEDULE 11 too small, provide separate plot plan.
LEGAL (SEC /TWN /RNG) See attached 1! OF BUILDINGS NOW ON PARCEL
.. ;. , NAHEAlfred M. Gendreau USE OF BUILDINGS NOW ON PARCEL
i Li
.1 MAILING ADDRESS • Box 1944
ii CI'T'Y Glenwood Spqs, COPrroNE 945 -2431
: NAME Schmueser Gordon Meyer. — See Attached
G ADDRESS 118 W. 6t c.tT'Y Glenwood '/Cf SHOO aa D0
K NANAME S.G. Thompson — `l /' 'r�' ,
; U ADDRESS 720 E. Cooper Ave.
i'h
i CITY Glenwood
. PRONE 945 -9793 LICENSE fi
CLASS OF WORK
. - - W '.X - ALTERATION ADDITION
MOLIS!!. REPAIR _ MOVE _ •
. 'BILE HOME (make /model)
F. of BUILDING 5000 S.F. OF LOT 73888
OF FLOORS 1 HEIGHT
of FAMILY UNITS N/A :# OF 'BEDROOMS N/A
'TENDEU USE OF BUILDING commercial _
'6IRAGE: SINGLE _ UDL CARPORT' SINGLE VDL
REPLACE -- PROM''' PROPERTY LINE
DOCUMENT'S A'1 TACIILD _ STREET NAME /ROAD NUMBER 149 W. Main Si] t
IT'ER SUPPLY well permit #179101 - A CHECK IF CORNER LOT CO
:' 2IVEWAY PERMIT N/A DISCRIPT'ION OF WORK PLANNED
`lTE PLAN _Richard Holsan Survey
BLUING PLANS SGM /SG Thompson
"IN1TJIRY SEWER CLEARANCE AA 1 hereby acknowledge that I have read this
1 SITE SEWAGE DISPOSAL PERMIT Garfield Co. App, application and the above is correct and I
1'flE•li DOCUMENTS (specify) agree to comply With all county ordinances
and state la s regulating buildil constructic
E•51. Ihq iArio -/ dV 350,0o � � � f
LAR1 Ht e / ee: S NL
Aiof !✓e/`` ---
� 'K 4,5/,
FOR OFFICE USE ONLY
1LUA1'IQN FLOOD HAZARD
'bfMIT PEE $ • PLAN CHECK FEE $ ` 1 • - --
• 9 • CERTIFIED BLDG ELEVATION
ITAL FEE $, TatetCHOOL IMPACT FEE $ 51'Ec1AL CONDI,TIO S Bids€i e emi Ci9!ZlFIN
ATE; PERMIT IE E'D /9/1 / Z 4 M:2-- ttl; w. d (a-�
(WING DISTRICT y � PROBLEMS 71IT11 ! PERMIT
YPE OP OCCUPANCY -�l
1'PE OF ,CONSTRUCTION r 14 AUUITI0NAL INFORMATION NEEDED
.1'.. OP BUILDINGtot S.F. OF LOT
AX.. HEIGHT ROAD CLASS, c'ERT'11•'IED UY COLORADO REGISTERED LAND SURVEY01
ETBACKS FROM PROPERTY LINE: FRONT
OR ENGINEER
' EAR RIGHT LEFT
Tr
'FF STREET PARKING SPACES REp1)1R•D
AP Adr
V ArAte r
, .� /ice. APPROVED: '/ rc.r`� f 7/ %/
UUILUING DEdrT'MEN'T DATE PLANNING DEPARTMENT DAM
Fonh No. OFFICE OF THE STATE ENGINEER
GWS -25 COLORADO DIVISION OF WATER. RESOURCES
818 Centennial Bldg., 1313 Sherman St, Denver, Colorado 80203
(303) 866 -3581
894
WELL PERMIT NUMBER /7f/ / O / -
APPLICANT DIV. 5 CNTY. 23 WD 39 DES. BASIN MD
Lot: Block: Filing: Subdiv:
APPROVED WELL LOCATION
GARFIELD COUNTY
ALFRED M GENDREAU NE 1/4 NE 1/4 Section 9
46233 HWY 6 & 24 Twp 6 S RANGE 92 W 6th P.M.
GLENWOOD SPGS CO 81601
DISTANCES FROM SECTION LINES
( 303)945 -2431 700 Ft. from North Section Line
450 Ft. from East Section Line
PERMIT TO CONSTRUCT A WELL
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDf11ONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the
permit does not assure the applicant that no injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules
2 CCR 402 -2, unless approval of a variance has been granted by the State Board of Examiners of Water Well
Construction and Pump Installation Contractors in accordance with Rule 17.
3) Approved pursuant to CRS 37- 92- 602(3) (c) for the relocation of an existing well, permit no. / 7 .
The old well must be plugged and abandoned according to the Water Well Construction and Pump Installation
Rules within ninety (90) days of completion of the new well. The enclosed well abandonment report form must
be completed affirming that the old well was plugged and abandoned.
4) The use of ground water from this well is limited to drinking and sanitary facilities inside an individual commercial
business as described in CRS 37- 92- 602(1)(c). This business is described as a small repair /shop facility /yard
office. Water from this well shall not be used for any uses outside the business building structure, including lawn
or landscape irrigation, or animal watering.
5) This well is approved as the only well providing water to this business, which is located on 1.19 acres at 145 West
Main, Silt, CO.
6) The maximum pumping rate shall not exceed 15 GPM.
7) The total annual amount of ground water to be withdrawn shall not exceed 1 acre -foot (325,850 gallons).
8) A totalizing flow meter must be installed on the well and maintained in good working order. Permanent records
of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division
Engineer upon request.
9) The realm flow from the use of this well must be to the same stream system is which the well is located.
10) This well shall be constructed not more than 200 feet from the location specified on this permit.
OWNER'S co /6 �Y
APPROVED st i L (
JD2
Receipt No. 03698878 DATE ISSUED JUN 2 0 1994 EXPIRATION DATE JUN 2 0 1996
WELL CONSTRUCTION AND TEST REPORT For Officio use only
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
1. WELL PERMIT NUMBER 1 7 91 01 —A
2.OWNER NAME(S) Alfred M Gendreau
Mailing Address 46233 Hwy 6& 24
City, St Zip Glenwood Springs, CO 81 601
Phone (303).945 -2431.
3. WELL LOCATION AS DRILLED: NE 1/4 NE 1/4, Sec. 9 Twp. 6 s , Range 92 W
DISTANCES FROM SEC. LINES:
700 ft. from North Sec. line. and 450 ft. from ast Sec. line. OR
(norm or scum; E (e ast or mu)
SUBDIVISION: LOT BLOCK FILING(UNIT)
STREET ADDRESS AT WELL LOCATION:
4. GROUND SURFACE ELEVATION +1 ft. DRILLING METHOD Cabletool
DATE COMPLETED July 5, 1994 . TOTAL DEPTH 60 ft DEPTH COMPLETED 60 ft.
5. GEOLOGIC LOG: 1 6. HOLE DIAM. (in.) From (ft) To (ft)
Depth Description of Malarial (Type, Size, Color, Water Location) 9" 0 . 30 1 4.
7" 30 60'
0 -35 Clay -
7. PLAIN CASING
35 -60' Clay, Cobbles, Sand, & Gravel OD (in) IGnd WaII Size From(ft) To(ft)
7" Steel .231 0 45'
Water Located- 35 -60'
PERF. CASING: Screen Slot Size:
7" Steel .231 45 60
8. FILTER PACK: 9. PACKER PLACEMENT:
Material Gravel Type
Size 3/8"
interval 15 -20' Depth
10. GROUTING RECORD:
REMARKS: Material Amount Density interval Placement
Cement 20gal 5 -1 5 -15' Gravity
11. DISINFECTION: Type HTH Amt. Used 3 TBS
12 WELL TEST DATA: ❑ Check box if Test Data is submitted on Form No. GWS 39 Supplemental Well Test.
TESTING METHOD Bailer
Static Level 29 ft. Date/Time measured July 5, 1 994 Production Rate 1 5+ gpm.
Pumping level 30 ft. Date/Time measured July 5, 1994
Remarks Test length (hrs.) 1 .5 Hours
•
13. i have read the statements made herein and know the contents thereof, and that they are Mrs to my knowledge. [Pursuant to Section 24-4-104 (13)(a)
C.RS., the making of false statements herein constitutes perjury in the second degree and is punishable as a class 1 misdemeanor.]
CONTRACTOR Shelton Drilling, Inc.
Mailing Address P.O. Box 1070, Basalt, CO 81621Phone(303) 927-3893 Lic.No. 894
Name/111e (Please type or print)
Signature Date
Steve Shelton /Owner
7-6-94
l`
��e��SIF�Z�y�
GARFIELD COUNTY BUILDING INSPECTION DEPARTMENT
109 8th Street
Glenwood Springs, Co. 81601
(303) 945 -8212
Plan Review Correction List
Gendrau Commercial Building Permit #
145 W. Main, Silt, Co. September 22, 1994
The following comments based on the 1988 edition of the
Uniform Building Code shall be resolved prior to the
issuance of the building permit. The purpose of this review
is to provide for minimum protection of life, limb, health,
property, environment and for the safety and welfare of the
consumer and general public as regulated by the UBC.
1. Verify the use of the structure with the Building
Official. The building has been classified as a B -2
Occupancy. Based on phone conversations with owner Mac
Gendrau the building will be used as construction storage
facility, small office, and form repair area for a concrete
form business. No vehicle storage will be done in the
building except for a fork lift. Occasional welding
operations occur but only one set of tanks is on the job at
any given time. No flammable or hazardous gases or liquids
are stored on site. Storage is for combustible and non
combustible forms and accessories. A portion of the
building will be leased to one tenant to be named. The
applicant should be aware that the type of use by the tenant
could impact building code requirements. Verify with
building official prior to leasing space.
2. Provide engineered foundation and metal building
plans reviewed and stamped by an engineer licensed in the
State of Colorado. lEhe engineer should address whether
special inspectionsad€ required for bolts placed in
concrete, welding, and high strength bolting based on the
design requirements for special inspections in Sec. 306.
3. Provide insulation specifications and locations.
Sec. 302
4. Provide details for 1 hour construction of the
north wall which is within 20 feet of the property line, or
provide a revised site plan showing that the building will
be located 20 feet or more from the property line. Table 5-
A
5. Refer to the conditions of permit and red3 @Red
plans for other code requirements.
•
iat i " 9 A- 1� zc,
�- i i=
_ e i P d e
P.O. Box 1944 • Glenwood Springs, Colorado 81602.945 -2431 or 945 -8810 • Colorado Wats 1- 800 - 332 -4920 • FAX 303 - 945 -8245
uctober 7, 1994
hr. Art :iougland
Garfield County Building & Planning
109 8th St.
Glenwood Springs, CO 81601
Re. Gendreau Commercial Building
Dear Art;
This letter will serve as a response to your Plan Review Correction
List dated 9/22/94.
1. As you have correctly stated, this building will be used as a
construction storage facility, with a small office and area
for form repair.
Presently part of the building is to be leased to O'Brien
Concrete Pumping. They intend to use their space for minor
repairs and maintenance of their equipment and would be
parking two trucks inside the building,
2. Stamped engineering foundation drawings have been submitted.
Per your telephone conversation with Steve Thompson on
Wednesday, October 5, 1994, the pre - engineered metal building
drawings are forthcoming.
3. Insulation specifications are attached. The entire building
will be insulated per current building codes.
4. The building will be moved back per the attached site plan.
If you have any questions, please do not hesitate to call.
��
Sincere y,
Lack Gendreau
10/05/04 16:31 _
6; 91 UA11 INC - I ` ( J.-J _ p 002 /004
.. L __ tiJ 1 1 1 2909 Fast 79th Street
Underwriters Laboratories Inc. Classification "'�� Cleveland, OH 44104
Faac 2168834251
.>.,e Telephone 216 - 883 -8484
ettetittet .I
�,qD t1A5 �- ` A REXHAM COMPANY 800£43.1234
SHEATHIN '' ' AL
KS PRODUCT DATA SHEET
, eryal,ealedapd °ek, LAMOTITE
rpma rm6Ae
rG�ad Owe ✓moo °ed
w "P °` "Pa ° ' "R "F1 WH POLYPROPISCRIM /KRAFT
Ma,Yuy rode d)
1rProglone ne so d) Exposed) Evened) r5 oaeel rd [e - I
MATERIALS EMPLOYED VALUE TEST METHOD
Film .0015 "_10% U.V. Stabilized Micrometer
White Polypropylene -
Scrim Tri- Directional 4 /Inch x 3linch with a
Blend of Fiberglass and Polyester Yarns
Adhesive . Flame Resistant , •
• Paper ' 11.0 Lbs. /Reams-10%, Kraft Scale
PHYSICAL PROPERTIES .
- Basis Weight -'- - • -- ,. - • • 19.8 Lbs.IMSF -1O% Scale... ..
1 P,ermeance (MYTR) .090 Perms Maximum ASTM E -96
Mullen Bursting Strength 80 P.S.I. Minimum ASTM D -774
0
Puncture Resistance —Beach 140 Units Minimum ASTM D -781
Tensile Strength M.D. 40 Lbs. /fn. Width Avg. ASTM 0-828
C.D. 30 Lbs. /In. Width Avg.
Light Reflectance 87% ASTM C -523
ENVIRONMENTAL TESTING
Corrosion Resistance No corrosion at 120 °F, Humidity Chamber
95% relative humidity for30 days
Cold Weather Flexibility Good Freezer
Temperature Resistance Withstands 24 hours 0 150 °F Oven
without delamination.
Water Resistance Withstands 24 hour immersion
without delamination.
Mold And Mildew Resistance No growth or organisms ASTM D -2020
-
Notes:
1- Since application of the materials and cond5ons of use are irnpor- 2- The statements regending the characteristics, properties and pe e
tent factors in obtaining satisfactory results and are beyond our control, mance of the materials described herein are based on data believe
Lamotite can make no warranties, expressed or implied, including war- reliable, but no guarantee of their accuracy is made and such star
ranties 01 merctantabillty and fitness for a particular purpose, with re- meats should not be construed as warranties or as the basis therelou
• spect to the material br Its use or performance.
@UMdTrrE L72 - -- — REV 6
1 10/05/94 16:32 D1fl IhC Z003 /004
+ OWENS:'COftr NO
SUBMITTAL SHEET FIBERGLAS
Owens- Corning
Certified R Metal
Building Insulation
•
❑ R -6 (2") ❑ R -10 (3 ") ❑ R -16 (5 ")
❑ R -13 (4 ❑ R -19 (6 ")
Uses Thermal Performance
y
Owens-Corning Certified R Metal Owens-Corning Certified R Metal
t, Building Insulation is made specifically Building Insulation is labeled on the
`-,: for use in the roofs and side walls of top surface of the fiber glass: The
metal buildings- It is designed to be label reads:
faced with a choice of finishes to OCF Certified R TIMA 202 MBI'"
provide attractive interiors, abuse R -XX. The phrase TIMA 202 MBI is a
•.0 resistance, and assistance in control trademark of TIMA. The specific
- r of moisture or vapor condensation. R -value is printed on the surface of
each roll.
• Descrt
' -' . Owens- Corning Certified R Metal
:-, , : • -_ Building Insulation is a light- density
fibrous glass blanket intended to be
laminated with appropriate facings.
It is available from laminators in rolls
from 24" to 72" wide and in R- values
of 6, 10, 13, 16 and 19. This product
is produced in compliance with the
TIMA 202 specification.
Physical Properties Thermal Resistance
Moisture absorption (ASTM C 553) less than 0.2% by volume as
Bacteria and fungus (ASTM C 991) provides no sustenance
Odor (Owens - Coming M -054a) commercially odorless ze i
Corrosiveness (HH -1; 555e, Amendment 3) will not accelerate
corrosion of steel or copper
Fire hazard classification (UL 723)': Flame spread - 25
Smoke developed 50 � \ ■.■■
The surface burning characteristics of this product have been determined in accordance with UL 723 . This 20 ",-
standard should be used to measure and describe the properties of the materials, products or assemblies in . ■1 ■'
response to heat and same under controlled iatwratory conditions and shOUld not be used to describe Or apprslse u.
the fire hazard or fire risk of Materials. products or assemblies under actual fire Conditions. However, results of 18
(�.'�'�
this test may De used as elements of a flrortaaeaauaawme rebid! takes into account ail of the (aelt r.hiihpro a a
yenlnem to an assessment Of the fire hazard of a particular use 5 Values are reported to the nearest 5 rating. - • to la
Application Guidelines F 14
A Mall= R 79
PP s 11.11111116211. 1
Several methods are used to insulate such cases. Owens- Corning Metal Building : 10�:. �
1 2
metal buildings. The usual method is to Insulation Plus provide -4 an economical
re
apply the insulation over the structural unfaced second layer. The table below IQ R•13
members (purlins and gins) and inside shows how double layer application may ■_■■''_
the exterior panels. This method generally be used to achieve desired R - values. a e -
6
accommodates single layer insulations mmlirren
to R - 13. Methods are also used to apply Desired First Layer Second Layer m
insulation in metal building roofs between R (Faced) (Unlaced) 4 R4
• - purlins so as to accommodate greater 16 R =fi R =10
_ , insulation thicknesses and better thermal 19 R =6 R =13 2
performance. In some cases, two insula- 25 - 11=6 11=19 0 ?5 60 76 too 125 153
tibn layer are necessary or desirable, In 31 R 4 R =24 Mun pmpa awls, dq, F
• Thermal r esista nce valu are nominal. subject
to normal testing and manufacturing tQIeronces.
•
10/05/94 16:33 RAW INC 121004/004
Standard.Availabie Roll Sizes .. Acoustical Performance, Laminated Products. Type A Mounting
Nominal Insulation - Generic Sound Absorption Coefficients, Hz
Certified Lengths Roll Widths thickness, ' - - facing.'' at octave band center frequencies
R -Value (feet) (inches) _ inches type 125 250 500 1000 2000 4000 NRC
R= 6 125 2 "(R =6) VRP 0.31 0.98 1.21 i 0.60 0.29 0.17 0.75 f
10 100 36. 48, 60, 72 2" (R =6) FSK 023 0.80 1,25 0.66 0.42 0.26 0.85
•
13 75 3 "(R =10) FSK 0.50 1.18 1.20 0.72 0.42 0.25 0.90
16 60 4"(R =13)., FSK 0.64 1.30 1121 036 0.48 0.28 0.95
19 50 -
25 30 These at OuSlical data are presented for design approximations Only. Since data are based On generic facing
materials, actual performance of laminared products wilt vary. Where accurate results are necessary, the
Availability and Services actual composite es produced bythe laminator should be evaluated using the ASTM C 423 test method,
Owens- Corning Certified R Metal
Building • Insulation products are fabricated Facings
and distributed by a nationwide network Typical facings available for Owens- facings provide vapor retarder perfor-
of company -owned and independent lam- Corning Certified R Metal Building Insole- mance. Scrim reinforcement provides
inators assuring prompt service and de[iv- tion are listed in the table below. Facings strength, durability and installation ease.
_, ery Contact your localOwens-Corning should be selected for their finished . Foil- scrim- kraft tends to wrinkle during
Fiberglas sales representative for more appearance, vapor retardance and surface installation. Vinyl reinforced polyester
information about metal building insulation durability properties. The chap below provides a smooth finished appearance.
products and services or for the names of shows typical values as stated in facing Consult your metal building insulation
insulation laminators servicing your area, manufacturers' literature. All of the listed laminator for additional information.
Limitations
The thermal performance of Owens- Property Poly- Foil Vinyl Vinyl Poly
Corning Certified R Metal Building propylene scrim reinforced reinforced propylene
Insulation is reduced when the material reinforced k polyester foil reinforced
is installed in a wet or compressed con- polyeste foil -
dition.In order to assure thermal perfor- Color white natural white white white
• ' mance the insulation should be packaged, Texture scrim ' scrim scrim scrim scrim
stored, Installed and maintained in a dry Perm rating 0.02 0.02 0.02 0.02 0.02
condition. Stated R- values apply to Light reflectance 75% 89% 85% 82% 78%
insulation materials only as delivered to Temperature limit 150F 150E 150F 150F 150F
Owens immediate customer. Flame spread 25' 25` 25' 20' 5'
Owens - Corning Fiberglas Corporation Smoke developed 50 50 50 30 5
assumes no liability for the thermal per-
, of material which has subse- 'see firs hazard statement on opposite side of sheet.
• quently been reprocessed or faced by a
• laminator. .
•
Health Issues '
and Indemnity Offer exposed to wool glass fibers through products. If that label or the MSDS is
- non- natural routes, such as injection not available, contact your local Sub-
TI re IIdernational Agency far Rcaoareh or implantation. Animal inhalation pillar. orufritcllwant .enrningFiberglas
on Cancer (IARC) met in June, 1987 to experiments in which laboratory Corp., Fiberglas Tower, Toledo, OH
` review all the pertinent literature on animals were exposed to large quan- 43659, or call 1- 419 - 248 -9234 for a
fiberglass wool. The human data titles of glass fiber have not resulted copy of the curie nt label and MSDS.
included large scale mortality studies in a positive association between glass
of U. S. and European fiberglass wool fibers and lung cancer. IARC regards To demonstrate our confidence in the
. factory workers. IARC concluded that it as prudent to treat a material for safety of our products, an indemnifica-
. the human studies did not provide suffi- which there insufficient evidence of tion program is offered which protects
ficient evidence that fiberglass wool carcinogenicity in animals as if it is a those involved in the specification,
. caused cancer in humans. Despite possible carcinogen in humans. application and use of Fiberglas pro-
that finding, IARC classified wool as a ducts against loss incurred allegedly
-, pander causing agent to humans. The Owens - Corning recommends that the due to disease caused by the inhalation
classification of fiberglass wool as a health and safety label located on the of glass fibers from Owens - Corning
possible carcinogen to humans was package and the appropriate Material products. Details of this offer are
substantially based on experimental SafetyData Sheet (MSOS)bereviewed available from Owens - Corning by
animal studies in which they were before installing or removing these calling 419/248 -9220.
I
i .
OWFNttOPN'N4
• FIBERGLAS
•
OWENS•CORNING FIBERGLAS CORP.
•
' Mechanical Insulation Products
Fiberglas Tower, Toledo, Ohio 43659
Pub 15 - &156136 - Litho in USA January 1991 Copyright 0199i Owens - Corning Fiberglas Corp,
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1N7ERSEC770N MN' 6424 R -O-W � 1 "
PORI WEST LINE NE1 /4NE1/4 0 7' O.
P.O.B. 95
HWY
R-O-W
MONUMENTS
FOUND ` S 88'41'18' W 400.73'
`1 1.69 ACRES •,
(N 00'0551' E
WEST LINE 88.26'
NE1 /4N£1 /4
5Ea 8
g D & 1
• MONUMENT /R&C FOUND
o R&C SET LS 13501
NOTE
BEARINGS SHOWN HEREON ARE REL477VE TO A BEARING OF N89'54'30'W ON
THE CENTERLINE OF HIGHWAY 6 & 24.
THE WEST LINE OF NE1 /4NE1/4 WAS ESTABLISHED fROM SURVEYS OF THE TERRELL
ANNEXA170N NO. 1 THE TARRA SUBDMS /ON AND OTHER WORK DONE IN 771E AREA.
LEGAL DESCR /P770N
A tract of land in the N1/4N1/4, Section 9, Township 6 South, Range 92 West
of the 6th P.M. being that tract of land described in Book 562 at Page 370
and being more particularly described as follows:
Beginning at a point on the South right —of —way of U.S. Highway 6&24 whence
the Intersection of the South right —of —way line of U.S. Highway 6 &24 and
the West line of said NE1 /4NE1 /4 bears S88•41'18'W 400.73 feet and the
NE Comer of said Section 9 bears N54•45'53"E 1113.95 feed
thence 589'54'30'E 650.00 feet along said tight —of —way; thence
S00'05'511W 139.42 feet to a point on the northerly right —of —way line of
said railroad; thence along said right —of —way N8524'27"W 652.01 feet;
thence N00•05'51'E 88.26 feet to the point of beginning containing 1.69
acres more or /ess.
3 q 6 .a- FAs7
HIGHWAY 6 &24 ; � =' GS fr o 9-:-• �`
r F�.
., Pt °p °Seo'�b
Q 3
HWY.. ROW "� N
s e944tro' E M
650 ,00 • � ` �f a l 4 1E13' BOOK 5(/. �
" / cos 344
BOUNDARY UNE x ,1
B OK 562, PAGE 374 .. 0 w
N I ),
LINK ,.
fEV
N 65-1 W ‘ BLDG. EYE LINE
85201• jax'
, r 10/ c a f c ' _ —__
G W P..707.e , r
R A/ L R O A D
SCALE
100 0 100
1' = 100
/, Richard L. Ho /san, do hereby certify that in Novemberof
1992 / conducted the survey shown on th /s plat and that some
Is true and correct to the best of my__RD, —: y and belief.
Richard L. Holsan L.S. 13501 ,%� : L R%V' h,
3xt 01 e Z
S 9t \., s tnnIc • c 1
t' �, �F �
COt�e "
RICHARD L. HOLSAN BOUNA4RY SURVEY
Professional Land Surveyor A TR4CT IN NE1/4NE1 /4
4773 214 Rd. SECT/ON 9, 76S, R92W
Silt Colorado 6771 P.M.
11 4 (303) 876 -2947
DATE 11/18/921 PROJ. 92089 I SHEET 1 OF 1
ijth
THE CARD IS POSTED ON THE JOB
24 HOURS NOTICE; REQUIRED FOR INSPECTIONS
BUILDING PERMIT
I 77 FIELD COUNTY, COLORADO
Date Issued) .. 1....... Zoned Area Permit No.
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with
all laws and regulations related to the zoning, location; construction and erection of the
proposed structure for which this permit is granted, and further agrees that if the above
said regulations are not fully complied with in the zoning, location, erection and
construction of the hove described strut ure the permit may then be revoked by notice
from unt u e for d I To I T Y E NULL AND VOID
Use �� ` j GAM VOID,
Address r Legal Des ption / ,L � � ° i._ / c. r
Owner. X r t Contractor�T-f�.'? • 0 S- a A41
Setbacks Front Side Side Rear
This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection.
INSPECTION RECORD
Zoning Roof Covering
Electric -Final (by STATE inspecto
Footing /0 —02 � 11 ..?- z . S x ? 9 2 S� -a
Foundation h6_5 � _9t}
Plumbing- Underground J/_ - 7/
Gas Piping ;,_a -�. ,4 Heating Ventilation
Frame -' - ; L � Insulation 2 - SS 9 C 52
Plumbing -Rough y' 1 Drywall 2-z , s
'
s eci +_ ? 6 ` c- ,S i Final rs'
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING —
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo.
APP R,: E D fD O NOT DESSTROY THIS CARD
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