HomeMy WebLinkAbout6127 CARMICHAEL ST - SITE PLANS - 3/5/2004LEGFND
D.E. = DRAINAGE EASEMENT
U.E. = UTILITY EASEMENT
B.O.W. = BACK OF SIDEWALK
B.O.C. = BACK OF CURB
R.O.W = RIGHT OF WAY
T/F = TOP OF FOUNDATION
T.O.S. = TOP OF SLAB
G/S = GARAGE SLAB
W/O = WALKOUT FOUNDATION
G/L = GARDEN LEVEL FOUNDATION
PLOT PLAN
FOR
Ryland Homes
BLOCK 1 LOT 11
WESTCHASE P.U.D.
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
6127 CARMICHAEL STREET
LOT DRAINAGE TYPE: A " LOT
R=350.00'
L=73.73
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to
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I
I
57.1
I
5' D.E. 6't
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C4 IN
I9
9
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IM
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5' SETBACK �I X 57.2
X 57.5
IJ
IL4
158.0
LO 1
10.47'
,n
13.s7' oo
58.5
0 adOD N "
a
21.33'
"
�
11
LO
360
100
ELEV.
A N
FULL 9ASEMENT
LLI o T/F=4959.2
Cd
rc,
to �' S
3—CAR 10 00, 04
N ._._.......__ .
GARAGE
O `v 0 7e STEP L o
00
.43' 1a.sT G/S=4957.8
C M s
SURVEYOR NOTE: _
THIS PLOT PLAN SHOWS CONCRETE
PROPOSED IMPROVEMENTS SIDEWALK
ONLY. IT IS NOT A LAND
SURVEY PLAT OR
IMPROVEMENT SURVEY
PLAT, AND IT IS NOT TO
BE RELIED UPON FOR THE
ESTABLISHMENT OF FENCE,
BUILDING OR OTHER
FUTURE IMPROVEMENT
LINES. FINAL
CONSTRUCTION MAY VARY.
GENERAL NOTES
Icz
d ° 57.8 °
e ° d
I
57.2 °
d I
w al o
CE QI
01I ° d 11, a
Lu
I
I
R=285.00' L=49.05'
CARMICHAEL STREET
(R.O.W. VARIES)
Ilk
�1'1`
58.5
� O
" 1
N
5' SETBACK
O
Cp
N
92
03
10
d-
00
to
Z
55.5
B.O. W.
B.O.C.
CONC. CURB
& GUTTER
I. THIS PLOT PLAN DOES NOT SHOW LOCATION OF WINDOW WELLS. FOR
li
6. FOR QUE S ARDI G F D N I!IN
THEIR LOCATION SEE STRUCTURAL ENGINEERING PLANS.
CAVATION,
FORM SETTING, AND HOUSE CONSTRUCTION REFER TO THE
2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO MANHARD
ENGINEERING FOUNDATION PLANS.
CONSULTING LTD. BY THE BUILDER/DEVELOPER.
7. THERE MAY BE ADDITIONAL TERMS, POWERS, PROVISIONS AND
LIMITATIONS CONTAINED IN AN ABSTRACT DEED, LOCAL ORDINANCES,
3. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE ARE
DEEDS, TRUSTS, COVENANTS OR OTHER INSTRUMENTS OF RECORD.
TO THE EXTERIOR FOUNDATION CORNERS AND BASED ON THE RYLAND
HOMES ARCHITECTURAL PLAN NUMBER 360 DATED 03/07/02.
8. COMPARE ALL POINTS BEFORE BUILDING AND IMMEDIATELY REPORT
ANY DISCREPANCIES.
4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL
FOUNDATION WALLS PER WARRANTEE REQUIREMENTS. (0.5 Y MINIMUM
9. LOCATE WATER METER PIT BEFORE STAKING.
SLOPE FOR CONCRETE PANS)
10. ALL SIDE YARD DRAINAGE SWALES ARE LOCATED ON LOT LINES
5. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL
UNLESS OTHERWISE NOTED.
CONSTRUCTION MAY VARY.
GRAPHIC SCALE
DATE
REVISIONS
BY
` i>y ZXXXA/--',
20 0 10 20 40 I
/
IN FEET )
/
I inch = 20 ft.
MIN.
SETBACKS: FRONT• 15' GARAGE `
NIMHMM CONSMTM LTD.
ENGINEERS - SURVEYORS
ENVIRONMENTAL SCIENTISTS
8232 E. Park Meadows Dr. Littleton, Colorado 80124
tel: 303/708-0500 fax: 303/708-0400 http://www.MANRARD.com
20 B.O. W.
SIDE: 5' REAR:15'
WESTCHASE P.U.D.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
PLOT PLAN BLOCK 1 LOT 11
DRAWN RY.R.A.D• RELEASE
GRADED By- J.A,B, DATE, 02l17/04 SCALE. I'-20 Com RYFCC PROJECT. C296