HomeMy WebLinkAboutSPRING COURT REPLAT LOT 1 1801 SOUTH COLLEGE AVENUE - Filed MA-MINOR AMENDMENT - 2013-02-27 (2)ti
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1801 S. COLLEGE RENOVATION
MINOR AMENDMENT
FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
VICINITY MAP
Su rme r elowns
St PE PROSPECT RDMA
e -r-i Balsam Ln
0
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IL Juniper Ln Be y Dr !
Heat her i dge Fbbl>hSt Parker a
Cir Bi►ky PI
Sheet' Dr
�ps
W St e4bur g Dr o:
a st�ert
Ct Spring Creek Edge "9 Spring
Ln �n Creek SITE Creek
Way Johnson D
Wind Spring Fwk Dr
raN / g �
rror r a 'OodRd
aI gal ad ArtfNt
Sum ri Wa Chet� d '—fl►' ZEDki
5 Rutgers Ave
W
3 >
I.LJ
Wo v Yale W
PJe W
Can"
c
c
O
Cy—
CQ O rr^^
U VJ
Pn
DRAKE ROAD a Rd
m Dr
n" 0 MILE 1/4 MILE
11
SCALE: 1" = 1/8 MILE NORTH
1. REFER TO UTILITY PLANS FOR LOCATIONS OF STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES.
2. REFER TO THE CIVIL ENGINEERING PLANS FOR DETAILED INFORMATION OF PROPOSED TOPOGRAPHY, UTILITY,
AND STREET IMPROVEMENTS.
3. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS,
OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
SHEET
INDEX
(PLANNING
SET)
SITE
COVER SHEET
S1
SITE PLAN
S2
LANDSCAPE
LANDSCAPE PLAN
Ll
LIGHTING
PHOTOMETRIC PLAN PM1
SITE LIGHTING DETAILS PM2
ARCHITECTURE
EXTERIOR ELEVATIONS Al
LEGAL DESCRIPTION
LOT 1,A, REPLAT OF PART OF LOT 1 OF THE SPRING COURT SUBDIVISION, LOCATED IN THE NORTHEAST QUARTER
SECTION OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
THIS IS A LAND USE PLANNING DOCUMENT,
S NOT A CONSTRUCTION DOCUMENT. REFER
TO CIVIL ENGINEERING PLANS.
1801 S. COLLEGE
RENOVATION
MINOR AMENDMENT
FORT COLLINS, COLORADO
■ land planning a landscape arcidtachrre ■
■ urban design a engtlenrerlt ■
401 Weet ManWn Avenue Site 1W Fat Caane, CO 8=1
hx 9?WM.155Y pha» 970 M.5520 www.r0WydwWW iw=n
IN ASSOCIATION WITH:
DEVELOPER I APPLICANT
THE KAPLAN COMPANY
LES KAPLAN
140 PALMER DRIVE
FORT COLLINS, CO 80525
SITE ENGINEER
JVA INCORPORATED
JASON CLAEYS, P.E., LEED AP
25 OLD TOWN SQUARE, SUITE 200
FORT COLLINS, CO 80524
970.530.0618
ARCHITECT
VAUGHT FRYE LARSON ARCHITECTS
CHRIS ARONSON, ASSOC. AIA, LEED AP
401 W. MOUNTAIN AVE.
FORT COLLINS, CO 0=1
970.224.1191
LIGHTING
APS, INC.
RANDY J. BREMMER
7726 PARK RIDGE CIRCLE
FORT COLLINS, CO 80528
970.208.0209
ISSUED
No.
DESCRIPTION
DATE
1
MINOR AMENDMENT
03.05.12
2
RE -SUBMITTAL
04.06.12
3
MYLARS
07.24.19
MINOR AMENDMENT
SEAL:
PROJECT No.: 1111-029
DRAWN BY: Jac
REVIEWED BY:
COVER SHEET
SCALE ACCORDINGLY IF REDUCED
DRAWING NUMBER:
S1
OF 6 SHEET SET
ti
tL.
1801 S. COLLEGE
w
PROPERTY—✓
LIVE, TYP.
�i
GENERAL NOTES
1. PAVERS WITHIN ROW TO BE MAINTAINED BY OWNER
2. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS ANDIOR PRIOR TO
THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
3. PATIO SHOWN FOR REFERENCE ONLY, NOT PART OF THE MINOR AMENDMENT.
FINAL REVIEW AND APPROVAL FOR THE PATIO IN RIGHT-OF-WAY SHALL OCCUR
THROUGH AN OUTDOOR DINING PERMIT THROUGH ENGINEERING INSPECTION.
NOTES FOR FLOODPMN
1. ALL ACTIVITIES IN THE CURRENT EFFECTIVE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS
OF CHAPTER 10 OF THE CITY MUNICIPAL CODE.
2. ALL ACTIVITIES IN THE FLOODPLAIN MUST BE PRE -APPROVED THROUGH A FLOODPLAIN USE
PERMIT.
3. FLOODPLAIN LINEWORK REFERENCE: FEMA FIRM MAP NUMBERS:
-0D089C0967G, EFFECTIVE DATE: MAY 2, 2012
-08089CO979H, MAP REVISED: MAY 2, 2012
4. A FEMA ELEVATION CERTIFICATE WILL BE COMPLETED AND APPROVED BEFORE THE
CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY NEW OR SUBSTANTIALLY IMPROVED
STRUCTURES IN THE FLOODPLAIN.
5. SITE WORK IN THE FLOODPLAIN MUST BE PREAPPROVED THROUGH FLOODPLAIN USE PERMIT.
S. BASE FLOOD ELEVATION (BFE): 4962.05 FEET (NGVD 29), 4985.05 FEET (NAVD 88). INTERPOLATED
FROM FIRM MAP AND SURVEY
MAIN FLOOR ELEVATION (NORTHY 4980.98 FEET (NGVD 29), 4991.98 FEET (NAVD 88)
MAIN FLOOR ELEVATION (SOUTH): 4988.11 FEET (NGVD 29), 4991.11 FEET (NAVD 88)
LOWEST FLOOR ELEVATION: 4978.93 FEET (NGVD 29), 4981.93 FEET (NAVD 88)
HVAC ELEVATION (ROOF TOP UNITS): 5003.56 FEET (NGVD 29), 5006.58 FEET (NAVD 88)
PROPOSED ROW AT
BACK OF WALK
EXISTING ROW
RENOVATION
MINOR AMENDMENT
FORT COLLINS, COLORADO
■ And planning ■ landscape archhocbwe ■
■ urban design a ondownent ■
401 Wed Mowftk Avwm Bulls IM Fat COMM 00 8=1
1sx 9=24.16M phone N01224.51M www.dplydssipiiic =
DEVELOPER I APPLICAI(T
THE KAPLAN COMPANY
LES KAPLAN
140 PALMER DRIVE
PORT COLLINS, CO 60525
SITE ENGINEER
NA INCORPORATED
JASON CLAEYS, P.E., LEED AP
25 OLD TOWN SQUARE, SUITE 200
FORT COLLINS, CO 80524
070.530.0818
ARCHITECT
VAUGHT FRYE LARSON ARCHITECTS
CHRIS ARONSON, ASSOC. AIA, LEED AP
401 W. MOUNTAIN AVE.
FORT COLLINS, CO 8=1
970.224.1191
Lx*mNG
APS, INC.
RANDY J. BREMMER
I726 PARK RIDGE CIRCLE
PORT COLLINS, CO W=
970.208.0289
ISSUED
No.
DESCRIPTION
DATE
1
MINOR AMENDMENT
03.05.12
2
RE -SUBMITTAL
04.06.12
3
MYLAR3
0724.12
4
MYLARS (82 AND Al REVISED)
07.31.12
STREET LIGHT
I
I
f'
DESIGNATES PAVERS (PATTERN TSD) NORTH
R RAMP
7W7
D DOOR SCALE: 1 "=10'-0"
G GATE
OPLANT POT THIS IS A LAND USE PLANNING DOCUMENT,
S� 7 2 T T NOT AC.ONSTRUCTI ON DOCUMENT. REFER
1J s S TO CIVIL ENGINEERING PLANS.
MINOR AMENDMENT
BEAL:
4tOACT No.: R11-M
IRAWN BY: loc
tEVIEWED BY: I—
SITE PLAN
SCALE ACCORDINGLY IF REDUCED '
DRAWING NUMBER:
S2 _
OF 6 SHEET SET
OD / x -IJL - --
ri� I
CXC
AH
~` a -PAM
CC
2-PAH
2-CXC
I
PROPERTY
LINE, TYP. I
i r
i
I
O
3
-
- - �J
i Ii i
PLANT LIST
—3-PAH
— 2-JHSC
5-FEB
J
3+EB
3`PAH -
S-CAK 1 _
5•PAH
I-M {
3 M
3CXC
3-CAK —
4,1883 —
S-PAH —
2-HSD
5-CAK
3-HHSSDD
J--S
3 +ISD
CA TV
°qo
{L
TRASH ENCLOSURE
TRANSFORMERS W �
es>•esear•asea>•aaaa�l
1
1
. ♦ .:
: . t. `: I : «: I •
Emu
m
MENU
• TREES UPSIZED FOR MITIGATION
SHRUBS dt
GRASSES
CAK
Feather Read Grass
Calamagrostjs acutMora'Karl
Foereter'
90
1 gal.
CXC
Blue Mist Spires
Caryopteris x clandonerlsis 'Blue
Mist"
11
5 gal.
JHBC
Blue Chip Juniper
Juniperus horizontalis'Blus Chip'
6
5 gal.
PAH
Dwarf Fountain Grass
Pennisehrm alopecuroides
'Hameln'
103
1 gal.
JSBS
Blue Star Juniper
Juniperus squamate 'Blue Stec
67
5 gal.
FEB
Elijah Blus Fames
Grass
Festuca glance 'Elijah Blue'
40
1 gal.
DCM
Carol Madde Daphne
Daphne x burkwoodi 'Carol Mackie'
12
5 gal.
LAM
English Lavender
Lavendula angustifolia 'Mumlead
171
1 gal.
HS
Blue Avem
Helicbdichm sempervirens
71
1 gal.
TOTAL
353
�� ,� a 4sun- 'zs���» agr� z y�a.�'Es+ ., x `' r..- i
MEN=
ir.r,.3¢.c: tit vtaS:4" .r..�>dE'+k ^w I.«.-Y:.... ..xJ ., lr$+sZ#??-tip:3k.'?fi'JR'f2':`.Sk"hAnA1U7 SL .+;k:.. •;oiAv'...� di'f'uY.'+.8�>.Mi.
..
STUART- EET
_qSD
. -1
EXISTING • NEYLOCUST
WALL
(POOR• . • TO BE
REMOVED.�Ty .
NALL
X
REQUIRED
mwk OMNI
�`
` /�I.
_ / �� 1%
Lim
I/'� ���� may•
1�L?i
.
Zartwo
�'` �L f��i r.�• �`
. ice`-��—�,
1
@9
"Ry
i,
Ism
, �
I �+
`'\ • r
IN 543CM
..!, �• e N.�� I
ROOF DRAIN
OUTLET
%... �I
�SbO IN 100 YEAR FEMA
FLOODPLAIN
ZONE AE ZONE X
Jim
�•L�'• A r 11 \
�. ��►./' Imo.®I�•
`r
is
f il►• '1h��.J
!4i
ILI ! �' 4i•rrr1�� � :. A���4s3 Ir . BUILDING t
r._COLLEGE
it �v -,Tab
rr►a;61r �91�iCJ�
r
Y ��j nw•ree� •
L
"� _•
•. 1•i�:: r. ".w�l•s,e• let'
IN IN
•
• t�if���.�Y.•i '..<•x`Y ;tip^.
♦�r - `-fit--i/��,
4J
STREET UGHTS SHALL BE MAINTAINED. PLANT MATERIAL SHALL BE ADIJUSTED IN THE FIELD TO MAINTAIN THE ABOVE CLEARANCES.
LEGEND 5. SITE
0
WORK IN THE FLOODPLAIN•1 -• a THROUGH FLOODPLAIN
S. PLANT POTS TO CONTAIN ANNUALSDETERMINED BY OWNER.
7. THE SOIL IN ALL LANDSCAPE AREAS, INMUDING PARKWAYS AND MEDLANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN
EIGHT (8) INCHES AND SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT —
UE-
I
WEST LOT
8,495 SF
804 SF
9.0%
EAST LOT
3,142 SF
204 SF
6.5%
LEAST SIX(S) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE AT LEAST THREE (3) CUBI
ONE THOUSAND (1,000_ SQUARE FEET OF LANDSCAPE AREA.
S. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR �A�
REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. WATER BUDGET CHART
THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT MAY RESULT IN REPLACING OR
PROPOSED TREES
RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
9.
CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL
o°o
TREES NEED TO HAVE BEEN INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE
FINAL APPROVAL OF EACH PHASE.
10.
LANDSCAPING SHALL BE INSTALLED OR SECURED WITH A LETTER OF CREDIT, ESCROW, OR PERFORMANCE BOND FOR 125% OF THE VALUE OF
THE LANDSCAPING AND INSTALLATION PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
11.
THIS STRUCTURE IS LOCATED IN A FEMA-REGULATORY 100-YEAR FLOODPL IN AND IS SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE
CITY OF FC MUNICIPAL CODE.
12.
ALL DEVELOPMENT ACTIVITIES INCLUDING ALL WORK ATTACHED TO THE BUILDING, MUST BE PRECEDED BY AN APPROVED FLOOOPLAIN USE
EXISTING TREES TO REMAIN
PERMIT FOR EACH PHASE OF CONSTRUCTION, DEMOLITION, SITE WORK, AND ALL OTHER DEVELOPMENT DEFINED BY SEC.10-16.
HYDROZONE
AREA
WATER
NEEDED
(GALLONSi
ANNUAL WATER USE
(GALLONS)
HIGH
678
18
12,204
MODERATE
3,030
10
30,300
LOW
0
3
0
VERY LOW
0
0
0
TOTAL
3,708
AVG.; 11.5
42,504
13. PATIO SHOWN FOR REFERENCE ONLY, NOT PART OF THE MINOR AMENDMENT. FINAL REVIEW AND APPROVAL FOR THE PATIO IN RIGHT-OF-WAY
SHALL OCCUR THROUGH AN OUTDOOR DINING PERMIT THROUGH ENGINEERING INSPECTION.
(� SHRUBS AND GRASSES (MED WATER USE) TREE PROTECTION NOTES
"e60 1. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR -INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND
APPROVED THE DISTURBANCE.
' CONIFEROUS SHRUBS (MED WATER USE) 2. ALL PROTECTED EXISTING TREES SWILL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS.
' 3. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET
IN HEIGHT, SECURED WITH METAL T4'OSTS, NO CLOSER THAN SIX (0) FEET FROM THE TRUNK OR ONE-I-IALF CA) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR
STEEL EDGER MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
4. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH
AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
RIVER COBBLE (SEE NOTE 2) 5. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
6. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS -OF -WAY AND UTILITY EASEMENTS MAY BE
sk OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (Gx3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A
® MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE -TO -STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
PERENNIAL BED (MED WATER USE) 7• THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE NORTH
ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS
SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW.
TURF (HIGH WATER USE)
D DOOR
O PLANT POT (SEE NOTE 6, THIS
SHEET)
"^'J '<v. f �[y
i
t .+Y. �.Fv �
t-.• P r d-IF
y° y'
�Y •`m A,:� v.'Sv: y4 �'�M .
l!.
0-2
1
3-4
2
5-9
5
10-14
10
15-19
12
OVER 19
15
0 5 10 20
SCALE: 1 "=10'-O"
THIS IS A LAND USE PLANNING DOCUMENT,
T NOT A CONSTRUCTION DOCUMENT. REFER
TO CML ENGINEERING PLANS.
1801 S. COLLEGE
RENOVATION
MINOR AMENDMENT
FORT COLLINS, COLORADO I
■ and panning ■ landscape architecture ■
■ urben design ■ eNnn.N»nc ■
401 Wet MouMiiiin Awrm SUM M Fat CoNe•. CO 596 H
f•x 97=4AW phone 9711r174.51M www.dpbyde•iprinc.oa
IN ASSOCIATION WITH:
DEVELOPER I APPLICANT
THE KAPLAN COMPANY
LES KAPLAN
140 PALMER DRIVE
FORT COLLINS, CO 80525
SITE ENGINEER
JVA INCORPORATED
JASON CLAEYS, P.E., LEED AP
25 OLD TOWN SQUARE, SUITE 200
FORT COLLINS, CO 80524
970.530.0818
ARCHITECT
VAUGHT FRYE LARSON ARCHITECTS
CHRIS ARONSON, ASSOC. AAA, LEED AP
401 W. MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.224.1101
LIGHTING
APS, INC.
RANDY J. BREMMER
7728 PARK RIDGE CIRCLE
FORT COLLINS, CO 80528
970.206.0299
IssuED
No.
DESCRIPTION_
DATE_
1
MINOR AMENDMENT
03.05.12
2
RE -SUBMITTAL
04.06.12
3
MYLARS
07.24.12
MINOR AMENDMENT
SEAL:
PROJECT No.: R11-028
DRAWN BY: Jac
REVIEWED BY:
LANDSCAPE PLAN
SCALE ACCORDINGLY IF REDUCED
DRAWING NUMBER:
L 1 _
OF 6 SHEET SET
FLOOD PLAIN GENERAL NOTES
ca
1.
This property Is located In the 100-year flood of a
1�
FEMA-regulatory floodplaM In the Spring Greek basin
and is subject to the requirements of Chapter 10 of
the Fort Collins Municipal Code.
2.
AI construction activities on the property must be
fh
preceded am im use rmit. All
construction activities on eoved xisting buildinggss may not
exceed 50% of the market value of the structure
within 1 year of issuance of a building permit. Market
value Is determined at the time of flood plain use
permit application in accordance with methodology
outiined in Chapter 10, and in FEMA standard
guidelines.
a.
It Improvements on any existing structure exceed 50%
of the market value determined at the time of
floodplain use permit application approval, the entire
structure must be elevated or floodproofed at least
b Inches above the Base Flood Elavation (BFE). This Is
known as the regulatory flood protection elevation
(IRFPW for a substantially Improved structure.
4.
Building benchmark Is City of Fort Collins C-922,
elevation 496b.22 N&VD29
S.
Architectural finished floor elevation 100'-0" to equal
4966.9b ft-N&VD29 (or 4991.96 ft-NAV066)
b.
WE for the site is 4'102.05 ft-N&VD29 (or 4965.05
ft-NAVD86).
RFFZ is 4962.5E ft-N6VD29 for substantial
Improvement (or 496S.55 ft-NAV066)
EXTERIOR FINISH SCHEDULE
STUCCO
LIGHT 5E6E a
DARK BEIGE
ALUMINUM PANEL
BEIbE
STOREFRONT
DARK BRONZE
SLAZIN6
CLEAR LOW-E
HOLLOW METAL DOORS
BRONZE
ROLL -UP DOORS
DARK BRONZE WITH
CLEAR LOW-E OLA 56
METAL a FLASHINSS
MATCH ADJACENT
CANOPY STEEL
DARK BRONZE
ROD a CLEMI9
DARK BRONZE
&UARDRALS
DARK BRONZE
STANDIN& SEAM ROOFING
LIGHT BEIGE
ON CANOPY
NOTE:
1. ALL EXTERIOR WALL MOUNTED LI&HTS TO
FOLLOW CITY OF FORT GOLLINS LI&HTIN6
STANDARDS
2. ALL EXTERIOR WALL MOUNTED VISIBLE
VENTS, 101'ES9, UTILITY BOXES, CONDUIT, ETC.
TO BE PAINTED TO MATCH ADJACENT
BUILDM6 MATERIAL.
9. ALL ROOF TOP HVAC UNiTS TO BE
SCREENED NTH PARAPET WALLS
4. EXTERIOR TRASH ENCLOSURE TO BE GMU
MITH STUCCO FINISH TO MATCH BUILDING
COLOR.
TUBE
FRAME
CORRUGATED S-DECK METAL
SIDN6. PAINT TO MATCH OLD&.
5 TRASH ENCLOSURE ELEVATION FRONT ELEV.
SCALE: 1/2" = 11-O"
_ TO YNAI_L
PR RN04W METAL
GAP, M.
RASED STUCCO
✓ i cur n emu»
.24, _ 1,.
sw - 1"
STUCCO ACCENT BAND, FOAM
PREFINISHED METAL GAP
I STUCCO -
PANTED ACCESS LADDER
BUILDING SIONA6E, -
BY OWNER
a
T.O. KALL
STUCCO WITH
121'-0"
1" STUCCO JOINTS
7-7
-
;I
q : ' - -.- - _ -
~+
STEEL CANOPY
i
METAL CANOPY WITH
WITH ROD AND
. I'
_ _ --Fj -- :.
_ - I • I.
1' 8"
RODAND GLEVIS
CLEVI9
--
ems^ - -- _
:r Y
,
STUCCO MITH O
STEEL CANOPY
Y
LL
1" STUCCO JOINTS
NTH ROD AND
CLEWNS
LIGHT FIXTURE
`
STEEL &UARDRAL
I
ON TOP OF
STEEL 6UARVRAL,
CONCRET WALL
PANTED
F.F`TENANT-G�
J
==
-
-- -
HE
FO9R0THEITVE 4402.05 ft-NOVD29
- --------------
I I I I
I I I
I I
I I
^
----BFE
(441W.05ft-NAVD66).
LOWER LEVEL
CONCRETE WALL
ENTRANCE DOORS L_I
_______J______-J___J__-_
__J_____
_____L--- J ------- ---------------------------
•S
LOWER LEVEL
PANTD STEEL STARS AND
OVERHEAD &ARA&Z
METAROOFING,
P_V. STEEL
100'-0" TO EQUAL 4966.96 ft-NOVD29STEEL
&UARDRALS
DOOR WITH GLASS
OVER STEEL FRAME
&UARDAL CONCRETE
(4991.e16 ft-NAVD6)PANE
e, M.
ACCESSIBLE RAMP
WEST
ELEVATION
RE: SITE PLAN
PREFIN. MTL. COPING
TO MATCH BUILVIN6
GMU SHOWN DASHED
FOR REFERENCE
STUCCO WITH
1" STUCCO JO
LIGHT FIXTURE
6RANITE
�F_F. TENA
SCALE: 1/8" = 1'-0"
56, - 0„
PREFNISHED METAL GAP
RASED STUCCO ACCENT BANE) ---
ALUMINUM PANELS
/ STLC60
I
STEEL FRAME FUTURE
CANOPY WITH BULD11146 516NASe
STANDING SEAM ROOF BY OWNER, TYP.
AND ROD AND 6LEVI9
MIN
ANNANN
-
OrWIMINUM
OMEN
�_��■�■�����►_lM�■'iF
►1■EME■■■ryysF_
6�
/ L STEEL FRAME ALUMINUM STOREFRONT -
STUCCO CANOPY WITH ASS04LBY
STANDING SEAM ROOF
AND ROD AND CLEVIS
EAST ELEVATION
T.O_WALLL
-
STUCCO WITH
y
-
118'-0"
77
i
Y
1" STUCCO
JONTS
STUCCO WITH 1" STUC.GO
-
JOINTS
r
6AURDRAL AT
- c
N!ST PATIO, RE:
Y{
ARCH DETAL
GRANITE VENEER
-
_
+`
6ROUND FLOOR
— to3'-
&LASS BLOCK
SOUTH ELEVATION
STUCCO J
F.F. OF TENANT G
SCALE: 1/8" = V-0"
1'-5
T.O. WALL
2
STUCCO ACCENT BAND
FUTURE BUILDING
916NA6E, BY OWNER
J— LIGHT FIXTURE
ROLLED STEEL CHANNEL
64- _ 4„
STEEL CANOPY WITH ROD
AND CLEVIS
I REFINISHED METAL GAP
STUCCO
ALUMINUM STOREFRONT
SYSTEM, TYP.
1
STUCCO SYSTEM MOTH
CONTROL JOINTS
.0. MALLS
121'-0"
O. WALL
UM ADDRESS
WITH 1" STUCCO
ITE VENEER
FIXTURE
6RA AURDL
FLOOR
rf" �
T.O. WALL
121'-6"
STUCCO WITH _ r ' - - - 'r - - �-
i" STUCCO JOINTS - - - - - -
' • PTD. STEEL CANOPY WITH
GRANITE VENEER ROD AND CLEVIS
�O. STOREFRONT T.O. CHANNEL -
tV 110'-0" -
110•-4"
-
°
-�.,. _• r - -r
FUTURE BUILDING
LIGHT FIXTURE
'
u - - ^
91&NA6E BY OWNER
STEEL STAIR
ASSEMBLY a &UARD'RAL
&ROUND FLOOR
-• .r. ;
6ROIJND_FLOOR
100' - O"
--�-' -
-
-
- 100, - O"
GONGRET E
'
RETAINING WALL --
META 6AURDRNL
FLOOEMA BASE
BOARD FORM PANTED STEEL GHANNEL
---------(OUTLINE ONLY FOR------- --------------------------------------------
CONCRETE - - - - - -
LOOD ELEV.
-- — (a
tr
C7
o
GLA JTY) RE: ARCH
ALUMINUM STOREFRONT
99'-0 21/32'
n
BFE FOR THE 91TE 4002.05 ft-N6VD29 DETAIL
F.F. LOWER LEVEL
O
(496'3.06ft-NAVD88).
----------------------------------------------------------------------------------------
9D'-0"
in
NOTE: 100'-O" TO EQUAL
4966.96 ft-N6VD29
(4991.98 ft-NAVD88)
NORTH ELEVATION
SCALE: 1/6" = 1'-0"
S-73 767
1801 S. COLLEGE
RENOVATION
MINOR AMENDMENT
' FORT COLLINS, COLORADO
Is land planning Is landscape an:Mbactta+e ■
■ urban design ■ entitlement ■
401 West Mburtain Avenue Suite 100 Fat Colin, CO 90521
aer 970224.1682 phone 970✓224.5828 www.vfrdesigrinc.com
IN ASSOCIATION WITH:
DEVELOPER/APPL.ICANT
THE KAPLAN COMPANY
LES KAPLAN
140 PALMER DRIVE
FORT COLLINS, CO 80525
SITE ENGINEER AND SURVEYOR _
JVAINCORPORATED
JASON CLAEYS, P.E., LEED AP
25 OLD TOWN SQUARE, SUITE 200
FORT COLLINS, CO 80524
970.530.0818
ARCHTECT
VAUGHT FRYE LARSON ARCHITECTS
CHRIS ARONSON, ASSOC. AIA, LEED AP
401 W. MOUNTAI NAVE.
FORT COLLINS, CO 80521
970.2241191
LIGHTING
APS,INC.
Y J. BREMMER
7726 PARK RIDGE CIRCLE
FORT COLLINS, CO 80528
970.206.0269
ISSUED
No.
DESCRIPTION
DATE
1
MINOR AMENDMENT
03.05.12
2
MINOR AMENDMENT RESUBMITTAL
04.06.12
3
MINOR AMENDMENT RESUBMITTAL
04.30.12
4
MINOR AMENDMENT RESUBMITTAL
07.16.12
5
MYLARS
07.24.12
6
MYLARS RESUBMIT
07.31.12
REVISIONS
No. DESCRIPTION DATE
MINOR AMENDMENT
SEAL:
PROJECT No.: 2011-71
DRAWN I CA
REVIEWED BY: JGD
EXTERIOR
ELEVATIONS
SCALE ACCORDINGLY IF REDUCED
DRAWING NUMBER:
Al
_- - -- =-_ 1 1 0 0 0 0
J
*1.1 41.3 'i.8 --- 2.3 2.5 2
b.1 b 7 --- - - -- - --
.3 b.7 �� � 1 �� � � •5 *�.3 I,�. � ..- --rtf.4 �.4- �5 fi� - .2 b.0 =�b�-==4 � b.0 b.0
.. .. _ I �
III, ' _-.._.._.._..--,._... 4.
- �r -I{ - 1 _ ._.,_..- - .._.._.,__,�-. - _.._.._..-..-.._.._. _. _ ............
=h/{ ,,: AA1m-1 ' OEE-38 E-39U°EE-40 0 `r
1b.2 b.5 '1.1 +1.3 -*1.2 _ 1.5 7 1 '1.-6- --*1 tAq 1 81 <DD s b.8 bs b.e 1.3s b.2 b.o to$ --- ! ! I r ❑ I QP=2 C-26 O CC-3
2 1 �r
I'DD- C -31 COTiIIE
b.2 b.7 *1.5 /; l i *1.6� '1.6 2.1 2 1 --_-_ - 4 *I 0 b 0 b 0
-- - 2.1 1 2.2 2. 11 �', # .5 ' .1 b 0 b:0 l
I'/ I _pwYida.h.�.A.A
klClalEL t(t' yL Tlf I
LAN JS1-aI'C I l0 J _ TERh1';
7
I �I
e C 1-4 III
b.3 b. -
7 '1.6 t 1 �.I
- i= 2.2 *1.8 �.d - 2 *�:7 *1.3 '1 11 $ C '
i, .5 �' r .��G '1.9 2 b.7 b: `b.0 i b.0
b.2 b.3 b.8 2.0 2.9 -- 2.3 2.0 '1.7 2.0 _-*14 EIII 41.4i '1.1 '1.1 '1 1�_10 5 C1-5 2 b.1 b0 b.b: jl i30 ! b.o
°�- __ - - -___- I ° f D1-11
� � - I I � 40
BBm*1f 34 O
b.2 b.4 b.9 2. 2.H .3 *1.9 '1.5 .3 *I.1 1 ;1.01 �.9 '1.2 y 41 _ .f' ..2 *I.0 I L , I i r 17 1111 r {3I4 b.8 _0 0
11-12 C1-6 ',I „°1E I T ?r,L CC -30 0
EL
b.2 b.4 fl - 11 T r,
b.9 *I. rr� , *2.$ 2.2 'i.8 �; *1.4 '1.3 �.3 b.8 *tJs rf.Ild i.� .0 0 jl bI
Frr 77
e
-t I 0
L C1 L
l D[ 1-14 -35 r
C 1-7
I b.2 b.4 b.8 9. i. '1.7 E'► r r.11,_iT �,,1 - *1.61~.4 *I.0 11 �'� -15 `1.1 *1.�D b:3 In in Inn b.0
1
l} „
I.
jo'
b.2 0.4 b.7 41. �:4--.-_- `C3 ' 1116
1 -,
'1 s 18 22 2 211 2 0 '1 3 ;�- =�.. '-�=� 2 *1 b b 9 I I b'0 b o i b o b o
b.1
b.1
REFERENCE NO TES (THIS SHEET ONLY)
i FIXTURE LOCATED AT UPPER LEVEL OF BUILDING.
b.o b.1 b.1 b.3 b.5 b.5 1b.5 b.5 b.5 1b.6 b.5 b.4 b.4 1b.7 b.5 b.3 b.2 1b.2 b.1 b.1 to to b.o b.o b.o b.o b.o to
b.0 b.1 b.1 b.3 b.6 1b.6 1b.7 b.7 b.7 b.8 I.1 1b.8 b.9 '1.0 1b.6 b.5 b.4 10.2 1b.1 b.1 1b.1 to b.0 b.0 b.0 b.0 to b.0
k-
b.0 b.1 b.2 b.4 'b.-6 lb *I 0 *I 1 *1 2 *I 1 *1 4 *1 5 �1 5 " *I 2 '1 0 b 9 b 6 F�� 2 b 1 b b b b b b b o b o
b.1
b.1
b.1
b.1
1 DDT f1ff6 -- is
--- - .� .
1
T IR j BB
-tD-18 - EE-420
b.2 b.4 b. % '1. '1.5 '1.6 %''1 9 -2r 'y'2 *11� *1.7 CC-36 b . 1111 b.2 b.0 b.0 i� !!-#10 b.0
4/ l' I
E-43 O
I'_ I I'!C, PHD I1L7LPITf: P aCCE �!
40.1 b.2 b. 1b.6 1b.9 t 0 �' MJ b.9 b.71 b.7 b.s bs b '7. I I �
=ra �ME �Tn I b.9 b.3 = L to �! to I to
a �r7 II •• 4O .
C 1-27 -
ia,,l. I
T I"
�..
.50
u1%l� r'ET�- I.a� E FALL28 0 ; C 0
to 1b.1 b.1 b.3 b.5 b.s b.s b.5 b.3 b.2 b.2 b.1 b.2 b.3 3. - IL. _.� -�- - - ;� • -- -
C O J 4 '1.0 b.0 b.0 b.0 b.0
PELAND-1`CIF E
i
b.o b.o b.1 1b.2 1b.5 1b.4 b.4 b.3 b.2 b.1 b.1 b.1 b.1 b.2 10.5 1b.8 b.6 b.o to b.0 to b.1 10.5 1b.2 b.o b.o b.o b.o
to b.o b.1 b.2 10.3 1b.3 1b.3 b.2 b.2 1b.1 b.1 to b.o 1b.1 b.2 b.2
PHOTOMETRIC
SCALE: 1" = 10'
b.2 to to to to b.o b.0 b.o b.o to to to
PLAN
m
DRAWINGS, SPECIFICATIONS, GENERAL NOTES AND OUTLINE SPECIFICA77ONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF ADONAI PROFESSIONAL SERVICES,
INC.
( A.K.A. APS, INC.
). COPIES OF THESE DOCUMENTS RETAINED BY THE CLIENT ARE FOR THE CLIENTS USE IN THE CONSTRUCTION OF
THE PROJECT FOR WHICH THESE DOCUMENTS
WERE PREPARED. ANY USE OF THESE DOCUMENTS, IN WHOLE OR IN PART, BY ANY MEANS WHATSOEVER TO CONSTRUCT ANY OTHER PROJECT OR THE USE OF THESE DOCUMENTS,
IN
WHOLE OR IN PART,
AS STOCK PLANS OR PROTOTYPE DESIGN FOR MULTIPLE BUILDING PROJECTS 1S STRICTLY PROHIBITED, EXCEPT WITH
THE SPECIFIC WRITTEN CONSENT OF APS, INC.
l8T
S 73
1801 S. COLLEGE
RENOVATION
MINOR AMENDMENT
FORT COLLINS, COLORADO
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
401 Vast MourRein Avenue Suite t00 FortCaft CO 80521
hx 970Y124.i992 phone9701224.5928 v/w Apleydesipnino.wm
IN ASSOCIATION WITH:
DEVELOPER I APPLICANT
THE KAPLAN COMPANY
LES KAPLAN
140 PALMER DRIVE
FORT COLLINS, CO 80525
SITE ENGINEER AND SURVEYOR
JVA INCORPORATED
JASON CLAEYS, P. E- LEED AP
25 OLD TOWN SQUARE, SUITE 200
FORT COLLINS, CO 80524
970.530, 0818
ARCHITECT
VAUGHT FRYE LARSON ARCHITECTS
CHRIS ARONSON, ASSOC. AIA, LEED AP
401 W. MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.224.1191
LIGHTING
APS, INC.
RANDY J. BREMMER
7726 PARK RIDGE CIRCLE
FORT COLLINS, CO 80528
970.206.0269
N Aee00111TKN yATN:
APS, INC. ELECTRICAL ENGINEERS
493i N. BROADWAY 7726 PARK ROCE CHICLE
3M-28, CO 80221 iTKiT COLI970 20 80269
So3-2e7-soot s7o-2aR-ozes
ISSUED
No. DESCRIPTION DATE
1 IMINCRAMENDMENT I XX.XX.12
REVISIONS
No. DESCRIPTION DATE
MINOR AMENDMENT
SEAL:
I
I
i
I
PROJECT No.:
Ixx
DRAWN BY:
In
REVIEWED BY:
_
xx
PHOTOMETRIC PLAN
KALE ACCORDINGLY IF REDUCED
)RAWING NUMBER:
PM1
mammas OF 7 SHEET SET
LUMINAIRE LOCATIONS
No.
Label
x
Loe-Ion
Y
z
MH
olwvwl ia,
Tie
x
Aim
Y
z
1
AAm
-770
06.0
280
280
180.0
00
-77.0
06.0
0.0
2
BBm
.1540
200
28.0
280
90.0
0.0
-1528
28.0
00
3
Sam
400
.110
2&0
280
0.0
00
40.0
118
00
4
Cc1
30.0
46.0
7.0
TO
-90.0
0.0
36.0
46.0
00
5
CC1
-MO
34.0
7.0
70
-900
00
3&0
UO
00
8
Cc1
-Mo
22.0
70
70
2677
00
3e0
22.0
00
7
CC`!
36.0
9.0
7.0
70
2877
00
380
90
00
8
Doi
53.0
400
3.5
35
90.0
00
53.0
46.0
00
9
DDI
53.0
400
3.5
3.5
goo
0.0
530
40D
00
t0
Doi
53.0
SCO
3.5
35
90.0
0.0
MO
340
0.0
11
Doi
53.0
25.0
3.5
3.5
GOO
0.0
530
25D
00
12
DD1
530
22.0
3.5
35
goo
00
53.0
22.0
00
13
ODl
530
16.0
35
35
90.0
0.0
530
16.0
00
14
DO1
53.0
100
35
35
goo
00
530
10.0
00
75
DD7
530
40
35
3.5
900
00
MO
40
00
i6
DD
520
ADO
I'S
15
0.0
00
520
ADO
00
17
DD
.610
-70
15
15
180.0
0.0
51.0
-70
00
is
DD
- no
4ZO
15
is
.32.9
0.0
59.0
Azo
00
19
DD
-770
.170
1.5
15
337
00
-77,0
-17.0
00
20
DD
-440
003
1.5
15
2313
00
440
09.3
00
21
DD
.428
alto
1.5
15
243.4
0.0
-428
08.0
00
22
DD
408
833
15
is
235.0
DO
AIDS
033
DO
23
on
470
550
1.5
15
00.3
00
-47.0
56.0
00
24
DD
48.5
615
1.5
15
531
00
-48.5
61.5
00
25
DD
508
645
i5
15
42.7
00
50A
64.5
00
20
CC
-we
80 5
7.0
70
2077
00
39.8
80.5
0.0
27
CC1
303
.2&0
70
70
-900
0.0
-W.3
.280
00
28
CC
308
.35.0
7.0
70
918
0.0
308
350
0.0
29
CC
30.5
.5.0
7.0
70
90.9
00
30.6
5.0
00
30
CC
30.8
105
70
70
917
00
30.8
195
00
31
CC
31.0
503
7.0
70
692
00
31.0
50.3
DO
32
CC
IW3
610
70
70
0.0
00
193
61.0
00
33
CC
380
513
170
ITT
-90D
00
35.0
51.3
0.0
34
CC
37.5
260
170
170
285.3
00
3T5
26.0
00
35
CC
37.3
11.3
17.0
17.0
.900
00
37 3
11.3
0.0
36
CC
37.6
-14.3
170
170
2062
00
375
A4.3
00
37
CC
37.8
-35.5
17.0
17.0
287.8
00
37 8
-36.5
00
M
EE
3.0
87.8
4.5
4.5
00
00
-3.0
01.8
0.0
39
EE
7.3
86.0
45
4.5
00
00
7.3
08.0
0.0
40
EE
17.5
67.6
4.5
4.5
0.0
0.0
IT5
87.8
00
41
EE
48.5
.7.3
45
4.5
00
0.0
45..5
-7.3
DO
42
EE
-64.5
.128
4.5
4.5
DO
0.0
-64.5
428
DO
43
EE
-64.5
.215
4,5
4.5
00
DO
545
-215
00
44
EE
.50.3
.270
4.5
4.5
0.0
0.0
503
.270
OD
45
EE
-435
-32.3
4.5
4.5
00
00
43.6
-32.3
DO
STATISTICS
Dowell tlon
3ymeol
Avg
Max
Min
M-xeMM
AvgNin
Cde Zone al
•i,
0710
a01e
0.0b
NIA
NIA
W/NSCA PE' Imo: Qtr-
C iMLG141t#evilftdgadwouMxidtikdiwlnb061-Ti
AIM■N LMWWA iomi%1-1kAlAM1AAMsket LmtMAaRtaign
YAlaliuAtglaTirrpeiwtMN1'FMBRgM.fcsficndlBraed7SAMf 1]!�
75M1 tttA 1lgi. �-1150'C ktdL
fiddws: An6wil 12ttakNdT6KpoleinptlwiemiUeha Cam
pakfutirAllbtlw add* bow"fa Rate atoll dwl
Rdtdta:FdtlKpliLoillekBt tairAelulkspsiidwdakN9MtlldXbyk
moveWatiftadtipm* Aftenpowdlil bf1?f1inkS elik
(Beet lMlw9ray. RdledgrltpeksiARdti Aielllwwwn dibib9ite.
itwaMt A�tAllwtgtirad 1PAt4Mdiwet6Alltliat jNpe4ly�elAgtwkn
1pedid"Ad wffmgR illA2'tl"ilild6lt611111MgwlNimbi lte-
I1N It". Twolamtr mat k p iliftwid xpa* Lea Aummin stEMn 9n der
twYdej. ANYAIR fiddel2MMAlSwdtsaAlelAiAetAkd. AAIMIijy�DNr
AAttwM a 3■1 Wlp t d'dkwitAAer 6 xtllildM ttwiaUtlhtiA iE0. �4 led
MEMIMMIfl. Sw itldl Meal BLt ItwnlRMsddllrwe wiNl f7i6 ttlunsttyk
IiI1tATMeet tiA,MIIwI wel. SM axAe N11e1tileLritnllMlBAteStd
As A 6I-i1i mMrkdtl9 txwlnwMrtupa if4'NC Npthrwi ft.
41�•°li♦ �,� dr
d
NEW
f L R 7 kfiWM AAtkiiw
��� gMwr_ID
LIGHTING FIXTURE SCHEDULE
TYPE
LAMPS
DESCRIPTION
FINISH
MOUN77NG
MANUFACTURER
CAT- NO.
VOLTS
AA
1-25OW
METAL HALIDE FULL CUTOFF AREA LIGHT,
BRONZE
+25'-0"
LlTHONIA
19-SCWA-5PA-DD6-
208
MH
TYPE 3 OPTICS ON 25'-0" POLE
A.F-G.
SSS-25-5C-DM19AS-
DDB-SBC5
1-250W
METAL HALIDE FULL CUTOFF AREA LIGHT,
+25'-0"
MR2T-250M-SR3-
TR-SCWA-SPA-HS-
208
BB
MH
TYPE 3 OPTICS & HOUSESIDE SHIELD ON
BRONZE
A.F.G.
LITHONIA
DDB-SSS-25-5C-
25'-0" POLE
DM19AS-DDB-SBC5
CC
1-42W
COMPACT FLUORESCENT FULL CUTOFF WALL
BRONZE
+7-0_
A,F.G.
BETA CALCO
23-1974-SPECIAL
BRONZE'-
120
TRT 841
MOUNTED CYLINDER DOWNLIGHT
(CONFIRM)
(CONFIRM)
FINISH
1-J8
CCT
1-42W
COMPACT FLUORESCENT FULL CUTOFF WALL
BRONZE
+7-0"
A.F-G.
BETA CALCO
23-1964-SPECIAL
BRONZE'-
120
TRT 841
MOUNTED CYLINDER DOWNLIGHT
(CONFIRM)
(CONFIRM)
FINISH
DD
1-10W
LED
LED FULL CUTOFF RECESSED STEP LIGHT
ALUMINUM
GREY
+1'-6"
A.F.G.
SISTEMALUM
S.6070-120-14
720
SYSTEM
(4-5/16"W x 9-1/16"H.)
(CONFIRM)
(CONFIRM)
6100K
72.5W
ALUMINUM
+3'-6"
DD7
LED
LED FULL CUTOFF RECESSED STEP LIGHT
GREY
A.F-G.
SISTEMALUM
S.6060-120-14
120
SYSTEM
(2-3/4"W- x 9-1/16'H.)
(CONFIRM)
(CONFIRM)
6650K
EE
7-35W/
12" HIGH (CONFIRM HT-) CUT-OFF TYPE LOW
BRONZE
SURFACE ON
RAIL
WINONA
720/12
26 degree
VOLTAGE POST MOUNTED FIXTURE
(CONFIRM)
(CONFIRM)
(W/NSCAPE)
jSP-45-12V-BRS-FG-
S12 S7DCON07E NO.
IlGH7ING FiXTURE SCHEDULE NOTES.,
1. WINONA TRANSFORMER #TM-300-120V. PROVIDE UNIT AT EXTERIOR JUNCT70N BOX LOCATIONS, SEE PLANS.
LUMINAIRE SCHEDULE
Symbol
Label
Oty
Catalog Number
Description
Lamp
Fie
Lumens
LLF
WMb
AS2 260M SR3
ARCHITECTURAL ARM-
014E 250•NMTT ED28
❑'
1
(PULSE START)
MOUNTED CUTOFF
PULSE START METAL
AS2-250M_SR
25000
0.72
208
■
LUMINAIRE MATH SR3
HALIDE,
3_(PULSE_ST
REFLECTOR. MEETS
HORIZONTALPOS.
ART).iec
THE'NK)HTTME
FRIENDLY CRITERIA
8
AS2 25aM SR3 HS
ARCHITECTURAL ARM-
ONE (1) 250 WATT
A32_29OM_SR
225DO
0.72
286
BBm
2
(PULSE START)
MOUNTED CUTOFF
CLEAR BT28 PULSE
a
LUMINAIRE WTH SR3
START METAL HALIDE
3_HS_(PULSE
REFLECTOR. BLACK
LAMP IN HORIZONTAL
_START).bs
INTERNAL HOUSE SIDE
POSIRON
SHIELD. MEETS THE
'NKMfrrUE FRIENDLY'
CRITERIA
A
O
CC
11
231974
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X T/ RF T PF (/��
F/ Y
THE CLIENTS USE /N THE CONSTRUCTION OF THE PR�CT Ft7R WHICH 7HES�DOCUMENT9
DRAWINGS SPECIFICATIONS, GENERAL NOTES AND OUTLINE SPECIFICATIONS ARE`If45 J fN15 OFYERVIL`L�AND THE PROPERTY OF ADONAI PROFESSIONAL SERVICES,
WERE PREPARED. ANY USE OF THESE DOCUMENTS, iN WHOLE OR /N PART, BY ANY MEANS WHATSOEVER TO CONSTRUCT ANY OTHER PROJECT OR THE USE OF THESE DOCUMENTS,
INC
IN
WHOLE OR IN PART, AS
STOCK PLANS OR PROTOTYPE DESIGN FOR MULTIPLE BUILDING PROJECTS IS STRICTLY PROHIBITED, EXCEPT WITH THE SPECIFIC WRITTEN CONSENT OF APS, INC.
'CC1' 7
S 3
787
1801 S. COLLEGE
RENOVATION
MINOR AMENDMENT
FORT COLLINS, COLORADO
■ land planning As landscape architecture ■
■ urban design to entitlement As
401 West Mountain Avenue Sui19 100 Fort Collins, CO WS21
bx 9701224.1862 plane 970I224.5828 wwwApleydesigninc.com
IN ASSOCIATION WITH:
DEVELOPER/APPLICANT
THE KAPLAN COMPANY
LES KAPLAN
140 PALMER DRIVE
FORT COLLINS, CO 80525
SITE ENGINEER AND SURVEYOR
JVA INCORPORATED
JASON CLAEYS, P.E., LEED AP
25 OLD TOWN SQUARE, SUITE 200
FORT COLLINS, CO 80524
970.530.0818
ARCHITECT
VAUGHT FRYE LARSON ARCHITECTS
CHRIS ARONSON, ASSOC. AIA, LEED AP
401 W. MOUNTAIN AVE,
FORT COLLINS, CO 80521
970.224.1191
LIGHTING
APS, INC.
RANDY J. BREMMER
7726 PARK RIDGE CIRCLE
FORT COLLINS, CO 80528
970.206.0269
M AatOCxATWII WITH:
APS, INC. ELECTRICAL ENGINEERS
$931 N. BROADWAY A 7726 PARR RIDGE CRCLE
DINOER, CO 80221 FORT COURTS, CO 80526
303-287-8091 970-205-OM
ISSUED
No. DESCRIPTION DATE
1 TMINOR AMENDMENT XX,XX.12
2 1
REVISIONS
No. DESCRIPTION DATE
MINOR AMENDMENT
PROJECT No.: jxx
DRAWN BY: 1xx
REVIEWED BY: Ixx
SITE LIGHTING
DETAILS
[SCALE ACCORDINGLY IF REDUCED
DRAWING NUMBER: --- I
PM2
OF 7 SHEET SET