HomeMy WebLinkAboutTRAIL HEAD PUMPHOUSE - Filed MA-MINOR AMENDMENT - 2013-03-05UIII
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49,953 SF
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0 15 30 60
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NORTH
This is a Land Use Planning Document,
not a Construction Document.
Refer to Civil Engineering Plans.
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VFRipley
ASSOCIATES, INC.
LOWS"ps Moh¢ alwo Uleen DSI PII
401 West Mountain Avenue
Suite 201
Fort Collins, CO 80521
(970)224-5828
(970) 224-1662 (fax)
APPLICANT
Hartshorn Properties LLC
PO Box 337600
Greeley CO 80633
(970)604-1392
(970)353-5617fax
OWNER
Hartshorn Properties LLC
PO Box 337600
Greeley CO 80633
(970)604-1392
(970) 353-5617 fax
ARCHITECT
Richmond Associates
420 West Oak Street
Fort Collins CO 80521
(970)224-3140
(970) 224-5987 fax
ENGINEER
JR Engineering
2620 East Prospect Road
Suite 190
Foil Collins CO 80525
(970)491-9888
(970) 491-9984 fax
SURVEYOR
JR Engineering
2620 East Prospect Road
Suite 190
Fort Collins CO 80525
(970) 491-9888
(970)491-9984 fax
SITE PLAN
DATE
03/06/06
JOB NO.
R06-012
DRAWN
CM
CHECKED
LR
REVISED
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EVERGREEN TREE
ROCK
PLANT LIST
KEY
BOTANICAL NAME
COMMON NAME
SIZE
NOTES
QTY
PPG
Picea pungens glauca
Colorado Blue Spruce
8' ht.
B+B
3
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0 15 30 60
\ � 1 SCALE: 1" = 30'
NORTH
This is a Land Use Planning Document,
not a Construction Document.
Refer to Civil Engineering Plans.
\/FF2ipley
ASSOCIATES, INC.
Landscape Archlhlclum Urben Detlgn Plw"rQ
401 West Mountain Avenue
Suite 201
Fort Collins, CO 80521
(970)224-5828
(970) 224-1662 (fax)
APPLICANT
Hartshorn Properties LLC
PO Box 337600
Greeley CO 80633
(970)604-1392
(970) 353-5617 fax
OWNER
Hartshorn Properties LLC
PO Box 337600
Greeley CO 80633
(970)604-1392
(970) 353-5617 fax
A R C H I T E C T
Richmond Associates
420 West Oak Street
Fort Collins CO 80521
(970)224-3140
(970) 224-5987 fax
E N G I N E E R
A Engineering
2620 East Prospect Road
Suite 190
Fort Collins CO 80525
(970) 491-9888
(970) 491-9984 fax
SURVEYOR
JR Engineering
2620 East Prospect Road
Suite 190
Fort Collins CO 80525
(970) 491-9888
(970) 491-9984 fax
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LAN ESCAPE
PLAN
DATE 03/06/06
JOB NO
R06-012
DRAWN
CNI
CHECKED
LR
REVISED
04/12/06
2 OF 2
J I
0
T-56 241 4
(ZONE 21
(ZONE 1)
33' WIDE
' WIDE
(ZONE 2 & 3) (ZONE 2 & 3)
SHINGLE OVER VENT -A -RIDGE i 2
[___r
(ZONE 3) FIBERGLASS SHINGLE ROOF
(ZONE 2) —
*40 (ZONE 3) —
�i TO 144 FASCIA TRIM
1
HI -RIB STEEL
F ' T#21 CORNER TRIM
TO 167 TRANSITION TRIM
SUBCONTRACTED STONE VENEER
(ROCK)
(ZONE 3)
(ZONE 2)
(ZONE 3)
3' WIDE 24' WIDE (ZONE 4) 3' WIDE
(ZONE 5) (ZONE 5)
SOUTHEAST ELEVATION
(ZONE 2) 3' WIDE
(ZONE 1) (ZONE 2 & 3)
3' WIDE
(ZONE 2 & 3)
SHINGLE OVER VENT -A -RIDGE 0 2
FIBERGLASS SHINGLE ROOF
TO 144 FASCIA TRIM
HIMB STEEL
T#21 CORNER TRIM
TO 167 TRANSITION TRIM
SUBCONTRACTED STONE VENEER
(ROCK)
3' WIDE 14' wlUt (4vNc -1 (
(ZONE 5) ZONE 5)
NORTHWEST ELEVATION
a
o
T-41IT I T-6" 1 T-6" I T-4 VIT
23'-911 -
20'-91/2' —
b
P
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0
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lim
2' 8'
SCALE:
V 4' 16'
e�
� 1 �
7'-4112' 7'4" 1 7' 6" 1 T-41IT
COLUMN PLAN
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7
Reference
Corner
MWFRS
3' WIDE
(ZONE 2 & 3)
3' WIDE
(ZONE 2 & 3)
11
6
TO I50 DRIP EDGE
- T#144 FASCIA TRIM
HI -RIB STEEL
T#21 CORNER TRIM
TO 167 TRANSITION TRIM
SUBCONTRACTED STONE VENEER
(ROCK)
3' E 18' WIDE (ZONE 4) 3' WIDE
(ZONE 5) (ZONE 5)
6E
8'-0" 7-6" -6-
�' ___ __j DOOR DIMENSIONS
SOUTHWEST ELEVATION
NOTE:
DOOR AND WINDOW LOCATIONS ARE TAKEN
FROM THE EXTERIOR FACE OF THE NAILERS AND ARE
TO THE CENTER OF THE DOOR AND WINDOW UNITS.
VERIFY ALL LOCATIONS WITH THE OWNER.
- I'-0" VENTED SIDEWALL OVERHANGS
1'-9' NON -VENTED ENDWALL OVERHANGS
--- 23'-9"
0
e �
S3
co
T-101/7'
U-9,
3' WIDE
(ZONE 2 & 3)
3' WIDE
(ZONE 2 & 3)
1�6
_COLUMN PLAN LEGEND
❑ -3-2x6 LAMINATED COLUMN LOCATION
-(1) 3068 PLAIN FLAT SLAB FIBERSTEEL WALK DOOR W1
LOCKSET
Q -(1) 10'x7' OVERHEAD DOOR
� � -(1) 30"x30" ATTIC ACCESS PANEL (VERIFY LOCATION)
.. -71 L.F. ROCK WAINSCOT
/-81M BASE ANCHORS
16"W -16" DIAMETER FOOTING WITH:
MIX (5)50# BAGS OF SACKRETE WITH 2-1/2
GALLONS OF WATER. PLACE CONCRETE BELOW
AND ABOVE BOTTOM OF LOWER COLUMN IN
ONE OPERATION. USE 218M STILT. (CONCRETE
MINIMUM COMPRESSIVE STRENGTH = 2500 PSI)
16"R -16" DIAMETER FOOTING WITH:
8" THICK MINIMUM READ[ -MIX CONCRETE
BELOW BOTTOM OF LOWER COLUMN WITH
ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±).
PLACE CONCRETE BELOW AND ABOVE BOTTOM OF
LOWER COLUMN IN ONE OPERATION.
24"R-24" DIAMETER FOOTING WITH:
10" THICK MINIMUM READI-MIX CONCRETE
BELOW BOTTOM OF LOWER COLUMN WITH
ADDITIONAL READI-MIX TO TOP OF 224M STILT (9"1
PLACE CONCRETE BELOW AND ABOVE BOTTOM
OF LOWER COLUMN IN ONE OPERATION.
T#150 DRIP EDGE
- T#144 FASCIA TRIM
HI -RIB STEEL
T#21 CORNER TRIM
�I T# 167 BASE TRIM
3' WIDE 18' WIDE (ZONE 4) & WIDE
(ZONE 5) (ZONE 51
NORTHEAST ELEVATION
ROUGH OPENING SCHEDULE
UNIT SYMBOL
WIDTH
HEIGHT
FROM LEGEND
1
OFFICE'
FT. MORGAN, CO
JOB NO.
63-3797
1
0
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10
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ORAWNBK..'
VANDERKLEIJ
DATE:
1-19-06
CHECKED BY:
GUERRA
DATE.'
1-25-06
REVISED DATE,'
REVISED DATE.'
REVISED DATE:
REVISED DATE:
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