HomeMy WebLinkAbout4411 i ' 15J
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*' N° 04411
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT - 109 8th Street - Suite 303
Glenwood Springs, Colorado 81601
(303) 945 -8212
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Job Address Lot #14, Teller Springs, Glenwood Springs
Nature of Work Building Pertait
Use of Building Single Family Residency
Owner . Robert C. and Gail L. Classen
Contractor owner
Amount of Permit: $ _1.040.13 Date: February 26. 1992
Permit $630.50
Plan $409.83
R. Bennett
Clerk
kite - Treas.
Canary-Office
Pink - Applicant
Gild - Duplicate
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1892 CERTIFICATE OF OCCUPANCY
: BUILDING DEPARTMENT GARFIELD COUNTY, COLORADO
r" Issued Without Fee
*Exterior wall finish not completed July 10 1992
'r, Permission is hereby granted to '- of ert & Gail Classen
Building Permit No. 441 1 Zone District A/Rign
Lot "l4 Teller Springs 0103 Spur Drive
situated at Lot Blk. Addition
for the following purpose Single Family Residence
(State Nature or Use)
Contractor Robert a Gail Classen /Otiner
r.
• TAKE NOTICE White: Owner
No change shell be made In Green: Lending Agency
the use of this building without Gold: Contractor GAR LD COUNTY BUILDING DEPART MENT
prior notke and certificate Yellow: Building Department % / %/, 1 1 i : '
Item the Bullding Official. Pink: Assessor /
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GARFIELD COUNTY �/
APPLICATION FOR BUILDING PERMIT l ! I
/ PERMIT NUMBER (g
please print dr � � DATE _C. ` aL f C-
_
TO BE FILLED OUT BY [APPLICANT PLOT PLAN
ADDRESS Of03 5/'a ,. /L)E NOTE: Show easements, property line dimensions,
SUBDIVISION -
/Aj=',6 all other structures, specify north, and street
C (FILING # �. LOT # BLOCK # --- name. For odd shaped lots, or if space is
4 TAX SCHEDULE # too small, provide separate plot plan.
LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL Y)
NAME at - ' - A.« 1 USE OF BUILDINGS NOW ON PARCEL
W
z ! MAILING ADDRESS ' 3 `( A., rq �[)
? ' CITY CAAREc )�lLe PHONE 63 2_,7 cfC S' � (t r'�-� VV
m , NAME 4 E. Au-- 2_s_ j,/ /c ����
ADDRESS ° , -1 76 CC( CITY 6�-E../ULi
NAME TI .4:L _ a .& F4 / i air
o
r; ADDRESS AA. !°, {a,.,
R CITY CAPAC. l "JE
o PHONE ' 3 i LICENSE #
m r ? y
LASS OF WORK
NEW J( ALTERATION _ ADDITION
DEMOL SH REPAIR MOVE
MOBILE HOME (make /model) _ IV
S.F. OF BUILDING f3 S.F. OF LOT
# OF FLOORS 2 1- (EIGHT pi,
# OF FAMILY UNITS ! # OF BEDROOMS 4-
INTENDED USE OF BUILD G f.SJ 2Sil7A1_-
GARAGE: SINGLE DBL CARPORT: SINGLE DBL FRONT PROPERTY LINE
;
FIREPLACE G . n1n<
DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER
WATER SUPPLY The' A - CHECK IF CORNER LOT _
DRIVEWAY PERMIT " DESCRIPTION OF WORK PLANNED f4&st Lk.
SITE PLAN I.-A 4 S c Al i . _ %[a Of IL ' F
BUILDING PLANS
SANITARY SEWER CLEARANCE 111 I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMIT y c / application and the above is correct and I
OTHER DOCUMENTS (specify) / agree to comply with all county ordinances
_ and state .. egul.ti f7building construction
Or _40,7 X1Wachod G4nJ �' Q/,IL/P6h, , ...w.i = boxy-
Of FOR OFrICE USE ONLY
VALUATION 1 9±Z . 762 rs C FLOOD HAZARD
PERMIT FEE $400Aye LAN CHECK FEE $ Z,. r? 3 CERTIFIED BLDG ELEVATION
TOTAL FEE $ /04d 3 3 SCHOOL IMPACT FEE $ N. 4 SPECIAL CONDITIONS
DATE PERMIT ISSUED _
ZONING DISTRICT ..7ti4 --- A 4nj PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY /?..-• 3 ,
TYPE OF CONSTRUCTION y--A.f ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING :2 '84 S.F. OF LOT 4 S'crc
MAX. HEIGHT '2.2.' ROAD CLASS. _ 4} / BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER _
REAR RIGHT L
OFF STREET PARKING SPACES REQUIRED q
APPROVED ING D EPAR ' 41/� _ Z,E 4 2, APPROVED: % PLANN DEPART w _ DATE & 7z
January 31, 1992 ENARTECH Inc. Consulting Engineers and Hydrologists
Mr. Robert Classen
The Drawing Board
P.O. Box 1227
Glenwood Springs, C;u+ 81602 �`S ///
RE: Foundation Review al to
Classen Residr,nce
Dear Rob,
At your request we hr , e conducted a review of the foundation design for your proposed residence.
The home will be built. on Lot 14 of the Teller Springs Subdivision near Glenwood Springs.
Part of our analysis co;3sisted of reviewing a geologic hazard study prepared by Chen Northern for
the Teller Springs Sul division. The study was commissioned by Ross Jeffery to include the entire
subdivision and then - ore was not lot specific. The report identified the potential for sinkholes,
collapsing soils and {icbris flows. The likelihood for each of these hazards was considered to be
low. The geologic hazard report did not address foundation design considerations. It did,
" however, contain a stir facial geology map that identified the western portion of Lot 14 as being an
alluvial fan deposited by occasional flash flood and debris flow. The eastern portion of Lot 14 was
identified as being an alluvium river terrace (second major terrace above the river). Our design
review assumed a minirnum bearing capacity of 1500 psf. No special considerations were given for
the potential of collapsing soils or debris flows.
We reviewed your foundation design to determine if it was compative with the anticipated soils. It
is our findings that the foundation is adequately designed to support the design loads.
Thank you for requesting our assistance on this project. Good luck and give me a call if you have
any questions.
Sincerely,
'„•
ENARTECH, INC.
N �
/ 720 D rn t
r.
i
Charles Peterson, P.E. ' + 1
1)a, 1A;
CP /des
C163 (C163 _04A)92
302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303)945 2236
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January 31, 1992 ENARTECH Inc. Consulting Engineers and Hydrologists
Mr. Robert Classen
The Drawing Board
P.O. Box 1227
Glenwood Springs, CO 81602
RE: Foundation Review ����
Classen Residence SEA\
Dear Rob,
At your request we ha \, a conducted a review of the foundation design for your proposed residence.
The home will be built. on Lot 14 of the Teller Springs Subdivision near Glenwood Springs.
Part of our analysis consisted of reviewing a geologic hazard study prepared by Chen Northern for
the Teller Springs Subdivision. The study was commissioned by Ross Jeffery to include the entire
subdivision and then Tore was not lot specific. The report identified the potential for sinkholes,
collapsing soils and debris flows. The likelihood for each of these hazards was considered to be
low. The geologic hazard report did not address foundation design considerations. It did,
however, contain a sutfacial geology map that identified the western portion of Lot 14 as being an
alluvial fan deposited by occasional flash flood and debris flow. The eastern portion of Lot 14 was
identified as being an alluvium river terrace (second major terrace above the river). Our design
review assumed a minimum bearing capacity of 1500 psf. No special considerations were given for
the potential of collapsing soils or debris flows.
We reviewed your foundation design to determine if it was compative with the anticipated soils. It
is our findings that the foundation is adequately designed to support the design loads.
Thank you for requesting our assistance on this project. Good luck and give me a call if you have
any questions.
Sincerely,
ENARTECH, INC.
T
u 0 et" .
:
Charles Peterson, P.E.
CP /des
t .; 7
C163(C163 04A)92
302 Eighth Snee1, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (3031 945-2236
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f '' LINES, 7.5 FT. EACH S IDE OF COMMON LINES UNLESS OTlfCU1ISL NOTED t y)'.
12. DEDRI'S "FLOW IIAEARDS MAY EXIST ' : 2, -ON 31,AND 4. STRD ,
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r ' ;{ 1 ,t , " HAZARD M IT IGA'f ION MEASURES ON THESE •j LOTS SIIALL,,LI DESICNECt AND S 5 - `-[y `* +•g
! CERTIFIED DY••A QUA I. IFILD ENGINEFRING G AND ALL! , f I , '
Y+ 4 i u .y R 1
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' ± ' ACCORDANCE. WI II SUCII' MEASURES: `
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ISSUA I. OP , B '' r t' �
A UI[ DI N G PERMIT, 'PRE OWNER OF, EACD LOT , r 1: i1
• f Z 1 SHALL .PREPARE AND SIIRM IT A SOILS AND ;P,OUNDAT'[ON REPORT.' FOR' SC UCH 1 r I " t � • LOT'AND'. PIIE- T.8 D S.,TO-DE INSTALLED!AND A', GRADI NC AND D RAINAGE , r
'' 3 '” PLAN PREPARED AND CERTIFIED DY A PROFESSIONAL "ENGINEER • ANU • ALL \"7:::•':,..
; • > h - -. 1 IN PROV I MLNTS "' SfIA LI, HE CEN S'l'RUCTED IN':ACCORUANCE WITH SSUCH fI
i i i i -" ' . MEASURES WHICH SHALL BE A' CONDITION OF.. 1'Iir HU ILD1NG PERMIT. ' 1 1
14. PRIOR .{ O ' .
f CITE ISS CIANCE OF A BDILII - + ' - !
°1 : *,• ADD TNG IERM FOR��IO Eli SLIAL IW - .. d;,
IT ION TV THE It Ii VU1 EM ENT OF -PLAT • NOTE 2, ME OWNER ';UAL1. *�'.
I ,' r ' • S UNMI'P POUNDAT' ION CLAUS I'REPA RED AND n
4 Ir 'ENGINEER RA8FD:ON A SI'.0 S r fU NrArI: EB II A: I iSIGNAL
I SPEC i�'iC ullU ACI: S1'UDY; " WII CCII SIIAL4 ��,
I, r ACLU ADDRESS THE GROUND WA'PEH LF.VE L, • ?tot IN • AND • RISK OF •' FROM. ' IHI ROIII�IITRON DITCH AND ALL' IM PROVEMI :N'I5 UN "•I' 01' 1 •
SIIALL HE CONS9'RUC 'Ir:D 1N ACCORDANCE WITP }UCII M.EASURFA ,WII ICII SIIALL - !
� ' . Rt f . A . CUNT }CT ION UI' - 'PIIB HUILUI Nfi
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15: TH1: H teems ENDA'r OF'..TIIF Ccl.ORAIX) STATE IORf r7ER • AND"
4 .
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16. ril 3UDBtvii i TN IS 'AUDIrC7 TO PRE$t'I11P11Vf C^AfirMI NTS htAND � ' • IGII'ry PO1! T114; HOHLHTICON DI'Ir'H AND TIII. g'y. N1', A N!) ` • \
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i p IlAtr PLAir AMU A C' C7Mr in. ft.. t!rw OAT n., .,n ,11 `A Tr D j MMRDLATEYs ODT..0
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! 1 DATE or SUM VLl c: MAt,.,1640 OP JULY, 1991• " " TN IS •
!'l 19 THE CENTERLINE OF THE MAIN: IRRIGATION 5 D Ir :. NINEI
FOOT DITCH EASEMENT ON LOTS • 5 - 20;.1 FEET ON EACH SIDE b f" ^k., pA;
UPPLY DITCH .WHICH RUNS _ EASEL,
� APPROXIMATELY PARALLEL TO COUNTY ROAD' 109 AND THE GRAVEL PIT ��' R,EO I' •
, c
ROAD WHICH WAS EXISTING IN PLACE' AT •THE ; TIME OF PLAT APPROVAL v •cOCEY
1 - ` 1 1 : - COMPA
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1 P1 n 1 f 0 n F'1: • r I COUNTY SbRV �' ¢ ,''I ruRnl • $.OR'S C'ERT if ICATG 1 r "
a, !; A PP ROVED. POW' CONTENT AND FORM ONLY AND N OT THE. Arc bpfICY` 01 SURVEY
- CALCULATIONS OR DRAFTING; �'_ • .a, PURSUANT TO C : R . S. ? ^, 38'51 - LO1 ' "AND
+- 102 (REVISED).;
A
_ _ __ DATE I rr
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' THIS PLAT APPROVED BY 4110, BOARD CF• COUNTY:C OMMISSIONF•RS,(SF GARCrELD ',! UNDER
• COUNTY, COLORADO Tf1I5 - DAY OF -
F [LING WITII. TIIE. CLERF tNU :LRECORDF.R OF'-76A1 ?FIELD COUNTY ANI3 F 1 kpM � l tDES
w CONVEYANCE • TO THE COUNTY OF" _)IN ' .COI '
I THE PU BL IC DEDICATIONS ',SHCWN'f1EREON; I BES C
I - SUBJECT •T0' THE PRO VIS ION. THAT ApPROVAI, rN
1 COUITTY FOR FINANCING Olt CC WITH OCT.! NG • pp -,NO VEMENr GAT LS DARFI�.LD
■ PU01.1C II1GPWAY; • (}R EASIRE,NTS - UEUICATED 1 ' 'PRE. P 081I C' EX LANDS .7s; , IN WI1 •
• ' SPECIFICALLY IACRI'1ED' TO • BY THE BOARD OFT, PI.'EXCEPT .AS A D i,
' 0 ;COUNTY COMM iS r ''� • • R URTHFR .THAT , SAID. "APPROVAL SHA LIi :'.IN NO WAY ODL10ATE OARFIELD COUNTY ,1
{ FOR THE CONSTRUCTION REPOIR, 05 MAINTCHANCE • OF' "PUB " HIGFIFAYS. . -' ..
BOARD OF COUNTY COMMI SSIONER'$ "t
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ENARTECH Inc. Consulting Engineers and Hydrologists
February 18, 1992 007,
• Mr. Rob Classen ( �'
The Drawing Board FEB 1 9 1992
P.O. Box 1227 • 1l ///
Glenwood Springs, CO 81602 GARFIELD COUNTY
Ask RE: Classen Residence
Dear Rob,
This letter addresses the design and construction of the sewage disposal system and the
surface water drainage for your proposed residence to be located on Lot 14 of the Teiier
Springs Subdivision.
The soil percolation rate at the location of your proposed sewage disposal system is 27
minutes per inch, based upon the average percolation rate in 3 holes as tested by Garfield
County personnel. Based upon these percolation test results, construction of a standard
septic tank and leachfield system constructed in accordance with the Garfield County
Sewage Disposal Regulations is recommended.
Regarding surface water drainage, the ground surface around the house should be graded
away from the structure, with a minimum slope of 12 inches in the first 10 feet. The
driveway should slope away from the house, with a minimum slope of 3 inches in the first
10 feet adjacent to the structure (outside of the garage). Roof downspouts should
discharge beyond the limits of the foundation backfill. The driveway should be constructed
so that surface water runoff from the Access Road is conveyed under or across the
driveway.
Please give me a call if you have any questions or require additional information.
Sincerely,
ENARTECH, INC.
Peter Belau, P.E.
PB /des
cc: Jim McMurray
rooaw (P000_o2A)92
302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303) 945 -2236
January 31, 1992 ENARTECH Inc. Consulting Engineers and Hydro logists
Mr. Robert Classen
The Drawing Board
P.O. Box 1227
Glenwood Springs, CO 81602
RE: Foundation Review SASS\
Classen Residence tiiASS
Dear Rob,
At your request we hav conducted a review of the foundation design for your proposed residence.
The home will be built. on Lot 14 of the Teller Springs Subdivision near Glenwood Springs.
Part of our analysis consisted of reviewing a geologic hazard study prepared by Chen Northern for
the Teller Springs Suldivision. The study was commissioned by Ross Jeffery to include the entire
subdivision and there ,Tore was not lot specific. The report identified the potential for sinkholes,
collapsing soils and debris flows. The Likelihood for each of these hazards was considered to be
low. The geologic hazard report did not address foundation design considerations. It did,
however, contain a surfacial geology map that identified the western portion of Lot 14 as being an
alluvial fan deposited by occasional flash flood and debris flow. The eastern portion of Lot 14 was
identified as being an alluvium river terrace (second major terrace above the river). Our design
review assumed a minimum bearing capacity of 1500 psf. No special considerations were given for
the potential of collapsing soils or debris flows.
We reviewed your foundation design to determine if it was compative with the anticipated soils. It
is our findings that the foundation is adequately designed to support the design loads.
Thank you for requesting our assistance on this project. Good luck and give me a call if you have
any questions.
Sincerely,
ENARTECH, INC.
Ct. r
�/ e
•
4 cL.��, � C r � r _ r ,
/
Charles Peterson, P.E. ■ 'r �
r , c:O , , ,. : , ; .:..
CP /des
C163 (063_04A)92
302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303 945 -2236
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11 { .' , L0'I'•;AND. THE 1.R 0.. A >TO ur i META LLI:O -NANO A (GRADING AND 'BRA I NAGE ' 11 1
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j' : :' 1 "' 1 tMPROVCMKNTS "SIIALI. RE (ONSTPUCTCU 1N ACCONUANCE WITH SUCii • 7. , 1 ! r ' I 1 ' � ? L )
ff I i. I MEA3lII&ES . WII ICII'SIIALI, UF. A CONOIT ION OIF �. 9'IIF..BU PERM ['I 1�' ' I 11,'.,
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}�I ,t r j ADD IT ION 'r0 THE IIEVUI 11 EMrNT OF • PLAT 'NOTE 2, • THE OWNER SHALL • ?' , p. Y � • i d
''� ��t I EUIIM IT FOUNDA'I'IUN FLAN; PREPARED . AND - CER I1r THE DY A PRO• � C:I [1NAL
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1 y 1� ' :I r LOOU 1 NG FROM- THI' ROBERTSON 0t 1Y11 AND; ALI • 1MPROVEM FNTS ON LO 'r . 2 ! 1 1 '1 ''i'
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1176, AP O J t: I F b ,r ltC
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1� 6 19 : � 20 FOOT DI TCH EA3 EHEHT ON LOTS 5 y 20 ;',.1[/ FEET ON EACH SIDE OP - 1 -'� ; t��a ;I F,�i 1p�1'qEASE]' •
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1 1 I ,. I'
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INSPE , _ i
THIS --
24 HOURS 'i r 1. L L ; 7 J 1 t a. 113. ` — - 1
GARFIELD COUNTY, COLORADO
Date Issued .._ . ..
g' 9;,.. Zoned Area✓-1. - /fen Permit No..q.y_t.i --------- . .......
A LENIENT
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 t ateif the n above
said regulations are not fully complied with in the zoning,
- from the County tBuilding eInspector anruMM BECOME NULL AND VOID,
, Use --- 1 n• � ` a C S I A' ik Ii O. ilk
Lot l ce
Address or Legal Description �p �i
k .w i i Cj a s pontractor
Owner a. •
Setbacks Front
Side Side Rear
I This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection.
INSPECTION RECORD
•
Roof Covering
Zoning
Footing._ s i -
Foundation — ; 2 2cS'
Pl - Underground
Gas Piping
Heating Ventilation
�"�%—�1� -�� "1
.. 2) �y2 0_ Insulation O s 8
Frame
Plumbing -Rough C —2 9 2c49c-1
Drywall . io S" 21 - 9Z
1 ten
StarenelaSS sr.4.■ g
I
WHETHER INTERIOR OR EXTERIOR, r
I This Ca
r OR ABO E GROUND. —
THIS PERMIT IS NOT TRANSFERABLE
l' - 94; -8212 109 Sth Street, County Courthouse, Glenwood Springs, Colo.
a