HomeMy WebLinkAboutPlans)lNG TO COLORADO LAW YOU WUST COWENCE ANY LEGAL ACTION BASED UPON ANY DEfECT IN TH I S SURVEY
I THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT . IN NO EVENT, WAY ANY ACTION BASED UPON ANY
' IN THIS SURVEY BE COWUENCEO WORE THAN TEN YEARS FROM THE DATE OF THE CERT IFICAT IO N SHOWN HEREON ,
Lot 26
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UTILITY EASEMENT
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f:J'O ./' tl~ . .....--
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SINGLE-STORY
FRAME HOUSE
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/ .><._8. WID£ UTIL I TY EASE .... NT ITYP .I
LOT 25
J.J05AC
Lot 24
IMPROVEMENT SURVEY CERTIFICATE
EDGE OF ROAD
.INES IN SPACE
LAND SURVEYS
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0 10" 20" 30" 40"
SCALE: 1 "=20'
LEGAL DESCRIPTION
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CUR VE DE LTA ANGLE
LOT 25 . WESTBANK RANCH SUBDIVISION. FILING NO. 2 .
GARF IE LD COUNTY. COLORADO.
LEGEND AND NOTES
• FOUND •S REBAR
0 SET REBAR &. CAP L .S . 141 II
[f) TELEPHONE PEDESTAL
@ WATER VALVE
~ ELECTRIC TRANSFORMER
ICI CA TV PEDESTAL
-lf--FENCE LINE
ARC TANGENT CHORD CHOR D BEA RI NG
C I 19' 2 I . 56 .
RA DIUS
46 5 .00" 15 7. 17. 79 .34. 156 .42 " N 18'26 "0 3"W
IMPROVEMEN T SURVEY
0102 WESTBANK ROAD
GLENWOOD SPRINGS. COLORADO
BY.· LINES IN SPACE
SYDNEY LINCICOME f L.S 14 I I I)
67 GLENWOOD A V£ CARBOMJAL£ CO. 97G-96.J-.J85.
DATE 06/24/08 SCALE r • 20· ..KJB NO.: 08-41
WBAN</02
10' GONG. PIER HI 4-
#4 DOWELS 4 #3 TIES
0 16" O.C., 2 IN TOP 6",
TYP. OF 3
ALIGN NEY'l POST FDN. W
EXISTING POST FDN.--..,
11'-6 1/2'
DROP T. Y'lALL 14'
10" x 16' GONe. FT0.
1'11 2 115 CONT.
~~ICKCONC.
SLOPE SLAB TO
CENTRAL DRAIN,
AND PIPE DRAIN TO
DAYLIGHT
\
DROP T. Y'lALl 14"
4 DOY'la (#4 X 16"
VERT. X 24' HORIZJ
INTO SLAB 0 24" O.C.
1o•-o·
8" THICK CONC. Y'lALl W
#4 o 16' O.C. VERT. 4
HORIZ .• 114 DOWEL
(3o" X b") o 16" O.C., 1/2'
ANCHOR 60L TS o 48' O .C .
18'-0"
41-Qf'
EGUAL (APPROX. 12'-0')
2'-Q' X 2'-o• X 10"
CONC. PAD HI 3-
#4 EACH HAY,
TYP. OF 3
DRILL • EPOXY #4 BAR
6' MIN. INTO EXISTI NG
FOUNDATION, o 12' O.C.
T. Y'lALl 100'-6'
T. FTG. q1'-4'
... EGUAL (APPROX. 12'-0")
r 1
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L _j
CL OF NEY'l POST IN HALL
(SEE LOCATION NOTE ON
ROOF FRAMING PLAN)
FOUNDATION PLAN
NOTE.
I. SOILS ARE ASSUMED TO BE NON-EXPANSIVE 4
NON-HYDROCOMPAcTIVE, ~"liTH A BEARING CAPACITY OF
A MINIMUM OF 1500 PSF. THESE ASSUMPTIONS SHOULD BE
CONFIRMED BY A REGISTERED SOILS ENGINEER, AT TIME
OF EXC.AVATION.
2. FROST DEPTH IS 36".
REMOVE EXISTING ROOF
OVERHANGS o EAVE 4
GABLE END
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BEAMS, Y'lHILE SUPPORTING EXISTING ROOF
STRUCTURE. POST FOUNDATIONS Y'liLL
REMAIN TO SUPPORT NEH 6x6 POSTS
EXISTING
Y'liNDOY'l
TO REMAIN
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6-23-08
ALIGN EDGE OF NEv-I
FLAGSTONE PATIO 4. ROOF
ABOVE W EXISTING PINK
GONC-RETE PATIO
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FLANKED BY ARGH.
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PELLA PROI..INE 30• BAY,
53"x53" CENTER, 2153
DBL. HN.S. FLANKERS _..--
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18'-0'
.... ~ 5"~4 {UvA/?
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PELLA PROLINE 2'i53 DBL. HN.S. FLANKERS
WI 5'153 CENTER PIG T\JRE IN EXISTIN.S
OPENIN.S. VERIFY DIMS. WI EXISTIN.S
OPENIN.S BEFORE ORDERIN.S.
NEV'{ FLOOR PLAN
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
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CONTII-l!OIJS SCREENED
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OVER HOIJSEJrlR.Ap 4 1/2"
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UNDER 5/f>" GYP. BD.
C.ONTINI.JOU5 RIDGE
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R-Be INSULATION LEDGER, W 2 -
TIMBERTECH SCREWS
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UNHEATED
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INSULATION TO REMAIN
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2003 IRC REGl. OF 112'
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R-l<l IN5UL. t MIN.
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EACH SIDE
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NEH FLOOR \).:'\<\
FLUSH W '(A\V.·
EXISTING-.._-....:___..
EXISTING GARAGE
NEi"' GARAGE EXISTING
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NOTE THAT TOP OF NEH
NEW J.iALL ABOVE TRUSS
SUPPORT BEAM, ltV' CHANNEL LAP
51DIN6 TO MATCH EXISTING
1'-6"
PORCH ROOF BEAMS ARE
APPROX. 6" BELO"'' TOP OF
EXISTING PLATE-----:---
th MAIN FLOOR
'f APPROX. 101'-0'
EXISTING NE"'' GARAGE
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EAST ELEVATION
@ I I 4 II = 11-0 II
RAISED PROFILE COMPOSITION
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NE"'' if>IOOD TRIM
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GARAGE DOOR
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NORTH ELEVATION
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BATTENS o (}" O.C.
T. SLAB -GARAGE ~
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COMMON
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5/12 .......
OVERFRAMING
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N&l POST EXTENDS lJP THRIJ
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LOCATED SOUTH OF EXISTING
TRUSS, PLACING N&l RIDGE
MIDY'IAY f3En.'EEN EAVE
SUPPORT POSTS
ROOF FRAMING PLAN
@ 1/4 11 = 11-0 11
NOTE•
I. SITE ELEVATION IS BELOWlOOO FEET ~A
LEVEL. THEREFORE, DESIGN SNOW LOAP IS
2. FILL SPAGE IN TI"'I-PIEGE HEAVERS W RIG
INSULATION.
3 . 'VL' =VERSA-LAM BY BOISE CASCADE CORP.
4. "G.L.' = GLU-LAt-1 BEAM
OYERFRAMING
NEY'I GLU-LAM RIDGE BEAM
l't---NEN Y'IALL
N&l 2x6 Y'IALL W
R-1<1 INSUL. 4 MIN.
112' GYP. BD. NEJ.-i
EACH SIDE --'l"J POV'iQER
EXISTING 0ARA0E
UNHEATED
ROOM
.....__REMOVE
OVERHANG
CONTINUOUS SCREENED
SOFFIT VENT, TYP.
SLOPE NEW FLAGSTONE o
Iff>" PER FOOT
EXISTING PATIO SLAB
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6-23-08
4