HomeMy WebLinkAboutLot Certifications - 05/24/1997THE SEAR -BROWN GROUP
FULL -SERVICE DESIGN PROFESSIONALS
FORMERLY RBD, INC.
209 SOUTH MELDRUM
FORT COLLINS, COLORADO 80521-2603
970-482-5922 FAX:970-482-6368
September 23, 1
Craig Constant
James Company
2919 Valmont Road, Suite 109
Boulder, CO 80301
RE: BUILDING Q, R, S & T, WELD.WOOD TOWNHOMES
Dear Craig,
On September 16 and September 22 the elevations for the Top of Foundation were checked in the
field by Sear -Brown surveyors. The following are the elevations that were shot for the four
buildings: /
1
Designed
Building
Elevation
Elevation
Q
4950.60
4950.7
R
4950.44
4950.6
S
4950.15
4950.1
T
4949.02
4948.9
The above Designed Elevations are taken from Sheet 5 of 13 of the Utility Plans for Wildwood
Townhomes P.U.D.. It appears that all foundations are within 2 inches of the design elevation.
Sincerely, .
7e_r1'e
-Brown GrQu
l Gilliland,' S
Co.Reg. No. 14823
cc: 607.007a
NEW YORK • PENNSYLVANIA
COLORADO•UTAH
STANDARDS IN EXCELLENCE
EQUAL OPPORTUNITY EMPLOYER
FROM REMAINING :'CONCRETE
1 i I'
y CHANNEL TO DRAIN ONTO SITE.
• �'�
15' iW
821. 83 84 �,.
REMOVE CONCRETE
IRRIGATION CHANNEL i'� 81 80 79 e` '
87, 7.
86 0 77
I I+' TF- TF
t I 89 $5' 78
i, i ..
FF-48.8
h
� 1 Y �. \O psi \yf
� 1 8 `. i
50
93
J � � a tih
W I ti _ FF-48.5
J
J F-50.
> iflu I a .j .�I
;'`' 94 95 96 rr. (r.. 67
j" I MID -BLOC
^' �; ..1 ACCESS
RAMP
a- I. P A SE 2. (TYP.) --- ,, b;j �—
, v
'I I of � 1.. .. �y.•.T.r _ ... 45'__�" �S I vvJ > q0
102'� assi
, ���,,,jjj 6:i
�
a 1.. rnw e
EXISTING 18- �,i: 98 101 v.
i �
IRRIGATION PIPE r yy' — TF 0.1 ss M1 U.
b �'1 99 100
2 METAL '� i L-; L•�..
SIDEWALK FF-45.9 .
CULVERT
�. �...._: (TYP.)
� ' -� ay ate. 4 •� � >;_..
cn
? 1 �,! 1 103 104 105 ` _ _� .. 44.htl y 60
'• �';a 0.5% >�
F-48. ,o a' Co C ETE
108 107 106 4' TRICKLE PAN
S� 5:
FF-45.3 .0.c.
4 m
CADE 47" STOP SIGN ayyP
45
46
I' -
.9s
REMOVE CONCRETE -
MIRIOARON CHANNEL
I
A'0 EXISTING 180
IRRIGATION PIPP \
494E
NOTES
1. ALL OAMRLOT DRAINAGE SHALL BE GRADED TO A J
MINIMUM SLOPE K 2%
P. ALL BUILDINGS SHALL BE GRADED YATH A MINIMUM FALL `—
OF 1.0' IN THE MST UY AWAY FROM FCINDATHR6
3. THE MINIMUM COVER FOR FINISHED GRADE TO LOWEST
EXI RIEMITY OF FOUNDATION WALL SHALL BE W',
4. THE MINIMUM FOUNDATION EXPOSURE ABOVE RNISHED
GRADE SHALL BE 6'.
5. SLOPES OF 3:1 OR GREATER SHALL BE SCEOEO TO
MINIMIN EROSION.
5. ADJUST ALL EXISTING SANITARY MANHOLES TO FINISHED
GRADE
). FOR GRADING INFORMATION ON TIMBENWOOO DRIVE, SEE
SHEET S. _
8. ALL SPOT ELEVATIONS SHOWN ARE FLOWJNE OR TOP OF
LESS OTHERWISE SHOWN.
PAVEMENT UN :.
GRADE TO MLOW TLOWS (D -
O DO�Q .O♦ CHANNEL TOFAINNONTO SM. K
IV
t/ - -- -_ --. -._-
F
IO
Ql�
Ws
'
fargAN00
JIM
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r
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_
•. I
PAN
6B 67
66
FF-4
•y
G4ftAGE
_
TYPE 3 BARNDR�OE
��
i�
STOP SON
45-�
/
M-4T
•]W
4403
/
I
405
�
EL'
------T
FOR
FOR PNI
-- -�-- _
--
e0 OA. TEMPORARY
'p
1}
r
GUVFL TUBNAROBNO
>�
FUTURE
ELEMENTARY
SCHOOL
8 PARK SITE
LEGEND
-4943- _- _
EXISTING CONTOUR
PROPOSED FINISHED CONTOUR
—39—
I
T.O.W.
TOP OF WALK
H.P.
HIGH POINT
I
I
L.P.
LOW POINT
II I
FF144.8
FINISHED FLOOR
II
I y I
TF•48.5
TOP OF CONCRETE FOUNDATION WALL
LA
R i
•l
§POT ELEVATION (PROPOSED)
§POT ELEVATION (EXISTING)
I I\
/LOW DIRECTION
r
urmuxrauur•
PHASE LINE
HB' IRR- -
EYJSIING FRIDATpN PIPE
5 \ EXISTING 4'
_\ \ \\.-.DETACHED WALK
\. \� \��•\ 4940
T
FUTURE MIXED USE
r ACTIVITY CENTER Et CONCRETE W
1,�F - \ i` P' METAL SDEWAIX
1] CULVERT k TMCKIE
A938 CHANNEL
18
193;
w 8^ \\
60 4e a-oI
�2 4' Con LE
63 TRICKPAfi / / /
4A.
SIGN
P�� w
TIMBERW OOD DRIVE
41
\ \�
e
43 -_ -__ 44-e'arN4aNETE. vIZ ,�•�\ �,.', �', '.
vvv,
jAROUND _ AIxFA aF I A ��\. 1-8(
a S:
= _ _? CERTFI(MdOHg IQ \ -
4l Ini 9 • 49l 49 r MA
4941
oEsPa+KtD XOMD Engineering ConstOn"ts
US w,M vµyum wuI t 0 A Su Am. DJy. C. S Oe 4{.�
&.
SCT_.. T885 607-005 I D C . im /�ietA-Nlydvaa emn I / 45A M26
DARE BROECT M
WILDWOOD TOWNHOMES hU.D.
FORT COLLINS, COLORA.)O
PRESTON JUNIOR
HIGH
SCHOOL ;
SCALE 1'=40'
.
r
City
of Fort Conine,
Colorado
11'y1147YAL
Tu gx
a na-1NOTPCAT987
APPROVED:
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a
0-922-987
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CHECKED
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CHECKED
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CHECKED
SY
OW
SHEFIS
I SHEET
GRADING PLAN
13
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