HomeMy WebLinkAbout2309 Flagstaff Pl - Site Plans/Single Family New - 11/20/2006PLOT PLAN FOR ENTEX HOMES
AVIDAVIT OF CORRECTION:
LOT 1Q BLOCK 2 SUBDIVISION. LIND PROPERTY FILING NO. 1
CITY OF FORT COLLINS COUNTY OF LARIMER STATE OF COLORADO
ADDRESS 2309 FLAGSTAFF PLACE
-CARROLL & LANGE RECOMMENDS A LOT INVENTORY BEFORE STAKING HOUSE-
6' WOOD FENCE
W/ STONE COLUMNS
(TYP) TRACT "A"
J2,7 33.5 33.4 31.6 31.9 80.36' N9000'00"W 34.3
6'DE 33.1 LOT 10
_BLOCK 2
N~ a a 6,
094±S.F
N 30.J4d. ^ 31.1
M1/1 N � N2X cli N H� / Y
LOT 11
BLOCK 2
R/BOW
FO W
FL
0
29.4
I✓T
- ---- 31--7/
SfODP
32.5
2.5
330.1
-�
7'0' cvn
/
f\
1\
_44O
I 31.7
3CRAWIL 31.7 I p
?SB• / I(^')
I
I
I
30.7 ?X
29.3
;W
�I N
PLAN H-2 N I
Q
29.2
31.8
111
ELEV 38 2.4
o
<c
2
I it
111to
_ 200
BSMT
'
I II
oI STEP LO'
/ / 0�
30.8
/
30.7
\29.z
1 i(
a I 2 CAR
6.0' 3ARAGE N I z x
28.9
\
29.0
I I OF
® 01 p 20.0' I 3/
7.0 12.0'
29.4
29.5
cY30.4
29.4
29.0
1
n /
Q
9'DE&UE
28.1
28.2
L=44.48'
R=75.50'
a=3345'28"
FLAGSTAFF PLACE
80605719
NOTE:
SANITARY SERVICE INVERTS WERE CALC
USING AS -BUILT MANHOLE INFORMATION
PROVIDED BY STANTEC CONSULTING INC.
GENERAL NQIM
I. THIS PLOT PLAN DOES NOT SHOW LOCATION OF VANDOW WELLS. FOR THEIR LOCATION SEE
STRUCTURAL ENGINEERED PLANS,
2. THIS PLOT PLAN IS BASED ON INFORMATION PROVIDED TO CARROLL k LANGE BY THE
BUILDER / DEVELOPER.
3. DIMENSIONS SHOWN AROUND THE PERIMETER OF THE STRUCTURE ARE TO THE EXTERIOR
FOUNDATION CORNERS.
4. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION WALLS PER
WARRANTY REQUIREMENTS. (0.5X MINIMUM SLOPE FOR CONCRETE PANS.)
5. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAY VARY.
6. FOR QUESTIONS REGARDING THE FOUNDATION DURING EXCAVATION, FORM SETTING, AND
HOUSE CONSTRUCTION REFER TO THE ENGINEERED FOUNDATION PLANS.
7. BEFORE STAKING, THE BUILDER SHOULD VERIFY ALL HOUSE PLAN NUMBERS. DIMENSIONS,
ELEVATIONS, AND SETBACKS TO THE PLOT PLAN. IF ANY DISCREPANCY EXISTS PLEASE
30.4
0
LOT 9
BLOCK 2
Desmond P
Scott G
"an6 N
Linda S
Tdsia 8
HOMEOWNER ACCEPTANCE:
LOT CORNER ELEVATIONS SHOWN HEREON HAVE NOT
BEEN FIELD VERIFIED AT THIS TIME. ACTUAL SITE
GRADING MAY DIFFER FROM THIS DESIGN.
LEVEL NOTES:
Bow
RI
SANITARY SEWER INVERT NOTES:
ELEV
TGB=32.4
UB
E EEV
RUB
♦
VLEV
BSMT HT=10.0'
"
ONECK IN
RLL�
TOTAL=22.4
HSE SIX
BY DATE
HSE RESTIK
BY DATE
STUB IN INV=14.9
FDN
ISPOLD
oATTE -
CLEARANCE=7.6
HIT REOM
By.
; BY DATE
LL ..
• LOCATE WATER METER PIT, LIGHT POLE OR
LEGEND:
0 K
1n W
ANYTHING ELSE THAT MAY AFFECT THE
DRIVEWAY LOCATION AND CALL OFFICE.
R=PROPERTY LINE
- -EASEMENT
Oz
BOW -BACK OF WALK
-SETBACK
Z U
FOW=FRONT OF WALK
(� =ELEVATION ADJUSTING
FL=FLOW LINE
NUMBER
,\EIAIUTIUTYLITY
CarrollLan e =
NOTIFICATION
OF COLORADOg
MINIMUM SETBACKS:
SCALE: 1'=20'
-922-1987
DATE:11-17-06 FRO
Protsaslowl Engineers a Lend Sumyon
Sou,n Union BIVd.. suite 156
LeKewood. Goioreso 80226
534-6700
FRONT: 20'-GAR 15'-FND185
. .,REV:
]� SIDE: `� STREET SIpE:15.REV:
(303) 980-0200
Etao DENVBRREAR:
oAn IN AwuleL were
MIN BTWN STRUCTS: ].QTE,
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NO:3648