s 00°39'10 e, 140.00' · mail 5855 5853 5854 5856 5835 5835 5840 5845 5850 5855 5852...
TRANSCRIPT
24'
34'
34'
68'
24'
24'
68'
34'34'
24'
N 04°06'33" W
, 141.44'
LOT 110,707 SF.0.246± AC.
LOT 210,436 SF.0.240± AC.
N 09°50'14" W
, 135.20'
N 70°16'26" E, 46.68' N 89°20'50" E, 116.00'
S 00
°39'
10" E
, 14
0.00
'
S 89°20'50" W30.00'L=109.00'
∆=9°11'04"R=680.00'
CH=S84° 45' 18"W,CL=108.89'
LOT 3STRATMOOR
SOUTHSUBDIVISION
LOT 6STRATMOOR
SOUTHSUBDIVISIONLOT 7
STRATMOORSOUTH
SUBDIVISION
LOT 4STRATMOORSOUTHSUBDIVISION
HAMPTON SOUTH(60' PUBLIC ROW)
BENCHMARK
ENG
INEE
RS
SURV
EYO
RSM
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MV
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NC
.
1903
lelaray
street,
suite
200
colora
do sp
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909
719
.635.5
736
ENG
INEE
RS
SURV
EYO
RS
CHECKED BY _____
DESIGNED BY
___________________
CHECKED BY _____ ___________________
REVISIONS
OF
AS-BUILTS BY
MVE DRAWING
MVE PROJECT
DRAWN BY
SHEET
61072
BUNTING MULTIFAMILYSITE DEVELOPMENT PLAN
-DEV-CS
COVER SHEET
1 2July 30, 2018
LOCATION MAP
SCALE 1" = 20'
OWNER/DEVELOPERGNC BUNTING LLC205 SEDONA DR.COLORADO SPRINGS, CO 80921(719) 641-5752
APPLICANTM.V.E., INC.1903 LELARAY STREET, SUITE 200COLORADO SPRINGS, CO 80909(719) 635-5736 CONSULTANT/ENGINEERM.V.E., INC.1903 LELARAY STREET, SUITE 200COLORADO SPRINGS, CO 80909(719) 635-5736
ZONINGCURRENT & PROPOSED ZONING: RM-30(RESIDENTIAL MULTI-DWELLING)
BUILDING USEMULTIFAMILY RESIDENTIAL
CONSTRUCTION SCHEDULESTART: NOVEMBER 2017FINISH: MAY 2018
TAX SCHEDULE NO.6505408034 AND 6505408035
PROPERTY ADDRESS1724 AND 1728 HAMPTON SOUTHCOLORADO SPRINGS, CO 80906
COVERAGE DATA
RESIDENTIAL BUILDING 3,264 SF ( 15.4%)PAVEMENT (PARKING/WALK) 8,119 SF ( 38.4%)LANDSCAPING 9,760 SF ( 46.2%)TOTAL AREA 21,143 SF (100.0%) = 0.49± ACRES
PARKING DATA
MULTI-FAMILY RESIDENTIAL - EIGHT (8) 2 BEDROOM UNITS
REQUIRED: 1.7 SPACES PER UNIT + 1 GUEST SPACE PER 3 UNITS8 UNITS x 1.7 SPACES PER UNIT = 14 SPACES + 8 UNITS/3 = 3 GUEST SPACESTOTAL REQUIRED SPACES = 14 + 3 = 17 SPACES, INCLUDING 2 HC SPACES (1 PER BUILDING)
PROVIDED: 14 SPACES, INCLUDING 2 HC SPACES (ADMINISTRATIVE RELIEF REQUESTED)
BUILDING TYPE
BUILDING AREA - 1,632 (EACH BUILDING) SFONE STORY - TYPE II-B, FOUR-PLEXFIRE SPRINKLED
BUILDING SETBACKS
FRONT: 25'SIDE: 15'REAR: 15'
BUILDING HEIGHT40 FT MAX. (TWO STORY)
DEVELOPMENT PLAN SHEET INDEX:
SHEET NUMBER SHEET TITLE
SITE PLANSDP-1 COVER SHEETDP-2 SITE PLAN
GRADING AND EROSION CONTROL PLANSC-1 COVER SHEETC-2 GRADING PLANC-3 EROSION CONTROL PLANC-4 EROSION CONTROL DETAILS
UTILITY PLANSU-1 PRELIMINARY UTILITY PLAN
LANDSCAPING PLANLS-1 LANDSCAPING PLAN
LIGHTING / PHOTOMETRIC PLANLP-1 SITE LIGHTING MAP
ARCHITECTURAL PLANSA1-1 BUILDING ELEVATIONSA1-2 BUILDING FLOOR PLAN
SITE DATA
MAP NOTES1. BOUNDARY BEARINGS AND DISTANCES SHOWN ON THIS MAP ARE RELATIVE TO THE NORTHLINE OF HAMPTON SOUTH, ASSUMED TO BEAR S89°20'50"W.
2. THE EXISTING TOPOGRAPHY SHOWN ON THIS PLAN WAS PREPARED BY MVE, INC. USING DATAPROVIDED BY POLARIS SURVEYING INC. ELEVATIONS SHOWN ARE RELATIVE TO THE CITY OFCOLORADO SPRINGS CONTROL NETWORK (FIMS DATAM)
3. ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE FROM UTILITY MAIN RECORDMAPS AND UTILITY SERVICE LOCATION MAPS. THE LOCATION OF UTILITIES AS SHOWN AREAPPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN OR MAY NOT HAVE BEEN LOCATED. BELOWGROUND UTILITY LOCATIONS WERE NOT PERFORMED.
FLOODPLAIN STATEMENTNO PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN FEMA DESIGNATED SPECIAL FLOODHAZARD AREA (SFHA's) AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR EL PASOCOUNTY, COLORADO AND INCORPORATED AREAS - MAP NUMBER 08041C0743 F, EFFECTIVEMARCH 17, 1997.
LEGEND
FF = 5986.00
PROPERTY LINE
EASEMENT LINE
LOT LINE
BUILDING SETBACK LINE
ADJACENT PROPERTY LINE
EXISTING
INDEX CONTOUR
INTERMEDIATE CONTOUR
CONCRETE AREA
ASPHALT AREA
CURB AND GUTTER
BUILDING/BUILDING OVERHANG
DECK
RETAINING WALL - SOLID/ROCK
SIGN
BOLLARD
WOOD FENCE
CHAIN LINK FENCE
BARBED WIRE FENCE
TREE(EVERGREEN/DECIDUOUS)
SHRUB
SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
PROPOSED
INDEX CONTOUR
INTERMEDIATE CONTOUR
CONCRETE AREA
ASPHALT AREA
CURB AND GUTTER
BUILDING/BUILDING OVERHANG
DECK
4' MAX RETAINING WALL - SOLIDROCK
SIGN
BOLLARD
TOP OF WALL/GRADE AT BOTTOMOF WALL
TOP OF CURB/FLOWLINE
SPOT ELEVATIONFL = FLOWLINETSW = TOP OF SIDEWALK
FINISHED FLOOR ELEVATION
86.0 TW83.0 FG
86.8583.35
84.96TSW
5985
84
5985
84
B B
DP-1
LEGAL DESCRIPTION:
THAT GNC BUNTING LLC IS THE OWNER OF THE FOLLOWING DESCRIBED TRACT OF LAND, TO WIT:
THAT PORTION OF THE SOUTHEAST QUARTER SECTION 5, TOWNSHIP 15 SOUTH, RANGE 66 WEST OF THE 6TH PRINCIPAL MERIDIAN, EL PASO COUNTY, COLORADO;
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE NORTH LINE OF HAMPTON SOUTH; THENCE S89°20'50"W ALONG THE NORTH LINE OF SAID HAMPTON SOUTH, A DISTANCE OF 30.00 FEET TO APOINT OF CURVE TO THE LEFT;
THENCE CONTINUING ALONG THE NORTH LINE OF SAID HAMPTON SOUTH 109.00 FEET ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 680.00 FEET , A CENTRALANGLE OF 9°11'04" WHOSE LONG CHORD BEARS N84°45'18"E, A DISTANCE OF 108.89 FEET;
THENCE N09°50'14"W, A DISTANCE OF 135.20 FEET;
THENCE N70°16'25"E, A DISTANCE OF 46.68 FEET;
THENCE N89°20'50"E, A DISTANCE OF 116.00 FEET;
THENCE S00°39'10"E, A DISTANCE OF 140.00 FEET TO THE POINT OF BEGINNING
(BEARING REFERRED TO HEREIN ARE BASED ON THE NORTH LINE OF SAID HAMPTION SOUTH AS BEARING N89°20'50"W)
CONTAINING A CALCULATED AREA OF 0.51± ACRES (22,216± SF) MORE OR LESS.
S ACADEMY BLVD
CHI
LLES
AV
E
B ST
REETWES
TMEA
DO
W D
RIV
E
EAST
MEA
DO
W D
RIV
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I-25
HIG
HWA
Y 11
5
HIGHWAY 87M
AXWELL ST
MAG
RATH AVE
CHEYENNE MEADOWS RDQUAIL LAKE R
D
CRESTRIDGE AVE
VICINITY MAPNOT TO SCALE
SITE
HAMPTON SOUTH
0
1" = 20' 1:240
4020105
ADA NOTETHE PARTIES RESPONSIBLE FOR THIS PLAN HAVE FAMILIARIZED THEMSELVES WITH ALLCURRENT ACCESSIBILITY CRITERIA AND SPECIFICATIONS AND THE PROPOSED PLANREFLECTS ALL SITE ELEMENTS REQUIRED BY THE APPLICABLE ADA DESIGN STANDARDSAND GUIDELINES AS PUBLISHED BY THE UNITED STATES DEPARTMENT OF JUSTICE.APPROVAL OF THIS PLAN BY EL PASO COUNTY DOES NOT ASSURE COMPLIANCE WITHTHE ADA OR ANY REGULATIONS OR GUIDELINES ENACTED OR PROMULGATED UNDER ORWITH RESPECT TO SUCH LAWS.
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CONDITION OF APPROVAL: Sidewalk, in the area of the proposeddriveways, shall be removed and replaced with 8" thick sidewalk.
EPC file no. PPR 17-037
By:Craig Dossey, Executive Director
Date: 09/06/2018
El Paso County Planning & Community Development
Approved
T
T
5855
5853 5854 5856
5835
5835
5840
5845
5850
5855
5852
5853
5854
100 YR FLOODPLAIN(FM08041C0743F)
FISHERS CANYON
RECENT RIPRAP& PIPE REPAIR
BY EL PASOCOUNTY DPW
N 09°50'14" W
, 135.20'
N 70°16'26" E, 46.68'
N 89°20'50" E, 116.00'
S 00
°39'
10" E
, 14
0.00
'
S 89°20'50" W30.00'
L=109.00'
∆=9°11'04"R=680.00'
CH=S84° 45' 18"W,CL=108.89'
LOT 3STRATMOOR
SOUTHSUBDIVISION
LOT 6STRATMOOR
SOUTHSUBDIVISION
LOT 7STRATMOOR
SOUTHSUBDIVISION
LOT 4STRATMOORSOUTHSUBDIVISION
HAMPTON SOUTH(60' PUBLIC ROW)
N 04°06'33" W
, 141.44'
5' PUBLIC
UTIL & DRNG
ESMT
5' PUBLICUTIL & DRNG
ESMT
12' PUBLICUTIL A
ND
DRN
GESM
T
10.00'PUBLIC UTILEASEMENT
10.00'PUBLIC UTILEASEMENT
LOT 110,707 SF.0.246± AC.
LOT 210,436 SF.0.240± AC.
5' PUBLICUTIL &
DRN
GESM
T
23' PUBLIC
DRNG ESMT
ASPHALT PAVEMENT
CURB &
GUTTER (TYP.)
TRASH ENCL.
TRASH ENCL.
5' UTIL & D
RNG
ESMT
CONCRETE 5' UTIL & DRNG ESMT
7
ASPHALT PAVEMENT
7
CONCRETE
EXISTING SIDEWALK
EXISTING MOUNTABLE CURB24' DRIVE
CUR
B &
GUT
TER
(TYP
.)
5' U
TIL &
DRN
G E
SMT
FOUR-PLEXMULTI-FAMILY
BUILDING1,632 SF
FOUR-PLEXMULTI-FAMILY
BUILDING1,632 SF
15' SETBAC
K
15' SETBACK
15' S
ETBA
CK
25' SETBACK
CURB & GUTTER (TYP.)
CURB & GUTTER (TYP.)
5' SIDEWALK
CO
NC
PORC
H
/ DEC
K
CO
NC
PORC
H/ D
ECK
CO
NC
PORC
H/ D
ECK
5' SIDEWALK
CO
NC
PORC
H
/ DEC
K
PEDESTRIANRAMP
RETAINING WALL
20' PUBLICUTILITY EASEMENT
24' DRIVE
LOT 110,707 SF.0.246± AC.
LOT 210,436 SF.0.240± AC.
EX 30" CM
P
FF = 5855.00'
FF = 5856.00'
FF = 5852.67'
FF = 5853.67'
TEMPORARYCONSTRUCTIONEASEMENTREC NO.218064364
AC
CES
SIBL
EA
ISLE
AC
CES
SIBL
ERO
UTE
(RA
MP
UP)
AC
CES
SIBL
ERO
UTE
ACCESSIBLE ENTRANCE
(LOWER UNIT)
AC
CES
SIBLE
EN
TRA
NC
E
(LO
WER
UN
IT)
AC
CES
SIBLE
ROUT
E
AC
CESSIBLE
ROUTE
AC
CESSIBLE EN
TRAN
CE
(LOW
ER UNIT)
ACCESSIBLE ENTRANCE(LOWER UNIT)
RAMP UPRAMP UP
TWO STORY(TWO LOWERUNITS & TWOUPPER UNITS)
TWO STORY(TWO LOWERUNITS & TWOUPPER UNITS)
15.6'
17.0'
29.5'
56.6'
56.4'
21.0'32.5'
24'
34'
34'
68'
24'
24'
68'
34'34'
24'
16.8'
NEW TYPE "M"RIPRAP, 24" THICK
5' SIDEWALK
4' S
IDEW
ALK4' SID
EWA
LK
4'SIDEWALK
0
1" = 10' 1:120
201051
.BENCHMARK
ENG
INEE
RS
SURV
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909
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.635.5
736
ENG
INEE
RS
SURV
EYO
RS
CHECKED BY _____
DESIGNED BY
___________________
CHECKED BY _____ ___________________
REVISIONS
OF
AS-BUILTS BY
MVE DRAWING
MVE PROJECT
DRAWN BY
SHEET
61072
BUNTING MULTIFAMILYSITE DEVELOPMENT PLAN
-DEV-SP
SITE PLAN
2 11July 30, 2018
DP-2
TRASH ENCLOSURESCALE 1" = 4.0'
8'-0" GATE
1.0%
MIN
CONCRETEPAVEMENT
CONCRETEPAVEMENT
2.0'FRONT VIEW
3.0'
6.0'
PLAN VIEW
10'-0"
8'-0"1'-0" 1'-0"
10'-0"
6'-0
"
4x4 WOODPOST (TYP)
OPAQUE CEDARPICKET FENCE (TYP)
4x4 WOODPOST (TYP)
CONC ATPOST (TYP)
GATEHINGE(TYP)
GATE LATCH
MEASUREMENTSARE TO FACE OFCURB
SLOPE: 1/2" PERFOOT
FL
4.5"
1.5"
18"
12"
12"
6"
D=1-1/2" TO 2"
LENGTH FOR RADIIA=1/2" C=1-1/2"
C
D A
SCALE 1" = 1.0'
A
INTERIOR SITE CURB &GUTTER (SPILL)
CDOT CLASS B (4,000 PSI) CONCRETE
A
SCALE 1" = 1.0'
AD
C
A=1/2" C=1-1/2"LENGTH FOR RADII
D=1-1/2" TO 2"
6"
12"
12"
18"
1.5"
4.5"
FL
SLOPE: 1/2" PERFOOT
MEASUREMENTSARE TO FACE OFCURB
INTERIOR SITE CURB &GUTTER (CATCH)
S ACADEMY BLVD
CHI
LLES
AV
E
B ST
REETWES
TMEA
DO
W D
RIV
E
EAST
MEA
DO
W D
RIV
E
I-25
HIG
HWA
Y 11
5
HIGHWAY 87M
AXWELL ST
MAG
RATH AVE
CHEYENNE MEADOWS RDQUAIL LAKE R
D
CRESTRIDGE AVE
VICINITY MAPNOT TO SCALE
SITE
HAMPTON SOUTH
CDOT CLASS B (4,000 PSI) CONCRETE
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13.78
Side setback and parking approved perADR-17-012
5855
5853 5854 5856
5835
5835
5840
5845
5850
5855
5852
5853
5854
FISHERS CANYON
NEW TYPE "M"RIPRAP, 24" THICK
LOT 3STRATMOOR
SOUTHSUBDIVISION
LOT 6STRATMOOR
SOUTHSUBDIVISION
LOT 4STRATMOORSOUTHSUBDIVISION
HAMPTON SOUTH(60' PUBLIC ROW)
PORC
H
SIDEWALK
PORC
HPO
RCH
SIDEWALK
ASPHALT PARKING
ASPHALT PARKING
TRASH ENCL.
TRASH ENCL.
CURB &
GUTTER
CURB &
GUTTER
EXISTING SIDEWALK
PROPOSEDMULTIFAMILYSTRUCTURE
PROPOSEDMULTIFAMILYSTRUCTURE
PORC
H
SIDEW
ALK
SIDEW
ALK
EXISTING RIP-RAP(DRAINAGE)
NEW BOULDERRETAINING WALL(4.0' HEIGHT MAX.)
FF = 5855.00'FF = 5856.00'
FF = 5852.67'
FF = 5853.67'
5855
5852
5853
5854
5840
5845
5855
5853
5854
5856
5850
5849
5851
5852
5853
5855
5850
5846
5847
5848
5849
5851
5852
5853
0
1" = 10' 1:120
201051
.BENCHMARK
ENG
INEE
RS
SURV
EYO
RSM
VE
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C.
MV
E, I
NC
.
1903
lelaray
street,
suite
200
colora
do sp
rings c
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909
719
.635.5
736
ENG
INEE
RS
SURV
EYO
RS
CHECKED BY _____
DESIGNED BY
___________________
CHECKED BY _____ ___________________
REVISIONS
OF
AS-BUILTS BY
MVE DRAWING
MVE PROJECT
DRAWN BY
SHEET
61072
BUNTING MULTIFAMILYSITE DEVEOPMENT PLAN
-LANDSCAPING
LANDSCAPINGPLAN
1 1July 30,, 2018
LEGEND:
PROPOSED CONIFEROUS TREE
LANDSCAPE EDGING
ROCK COVER (SEE NOTES)
NON-IRRIGATED NATIVE PRAIRIE GRASSES (SEE NOTES)
ABBREV. QTY. BOTANICAL NAME COMMON NAME APP. B MATURE PLANTINGKEY WIDTH SIZE
TREES
BP 10 Pinus aristata Pine: Bristlecone 45678DA 15' 1-1/2" cal.
GENERAL LANDSCAPE NOTES
PLANTING DETAILS
PLANT SCHEDULE
S ACADEMY BLVD
CHI
LLES
AV
E
B ST
REETWES
TMEA
DO
W D
RIV
E
EAST
MEA
DO
W D
RIV
E
I-25
HIG
HWA
Y 11
5
HIGHWAY 87M
AXWELL ST
MAG
RATH AVE
CHEYENNE MEADOWS RDQUAIL LAKE R
D
CRESTRIDGE AVE
VICINITY MAPNOT TO SCALE
SITE
HAMPTON SOUTH
NOTES
IRRIGATION OF ALL LANDSCAPE AREAS BY OWNER.
COVERAGE DATA
RESIDENTIAL BUILDING 3,264 SF ( 15.4%)PAVEMENT (PARKING/WALK) 8,119 SF ( 38.4%)LANDSCAPING 9,760 SF ( 46.2%)TOTAL AREA 21,143 SF (100.0%) = 0.49± ACRES
INTERNAL LANDSCAPING
TOTAL AREA 21,143 SFINTERNAL LANDSCAPING REQUIRED 3,171 SF ( 15.0%)LANDSCAPING PROVIDED 9,760 SF ( 46.2%)
TREES REQUIRED 1/500SF 7 EATREES PROVIDED 7 EA
REQUIRED LIVE GROUND COVER 7,320 SF ( 75.0%)LIVE GROUND COVER PROVIDED 8,520 SF ( 87.3%)
ROADWAY LANDSCAPING
TOTAL FRONTAGE 140 LFREQUIRED TREES: 1/30 FT 5 EAPROVIDED TREES 5 EA
LS-1
(PCD FILE # PPR-17-037)Z:\6
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3.7
1.8
0.1
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0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.5
1.4
3.9
8.5
13.9
18.7
17.5
3.1
1.1
0.7
0.5
0.4
10.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.6
2.2
5.2
9.9
18.4
23.8
18.4
4.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.8
2.4
5.7
11.6
19.2
22.6
5.6
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.7
2.2
5.6
11.0
16.1
17.9
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.6
2.1
5.3
9.0
12.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.4
1.3
3.0
5.4
7.5
0.0
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.4
1.3
3.1
4.9
6.2
1.3
0.9
0.6
0.7
5.1
4.0
0.7
0.4
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.3
1.5
4.4
7.6
9.1
4.4
3.2
4.0
4.2
3.0
0.4
0.4
1.1
2.2
2.7
2.6
1.6
0.7
0.8
0.7
0.6
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
1.4
6.9
13.9
15.7
9.3
2.0
2.2
2.6
4.6
7.6
8.8
6.4
0.6
0.5
1.4
3.6
5.5
6.3
4.3
0.5
0.5
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.4
1.5
10.4
26.3
26.9
14.5
1.7
1.4
2.2
6.6
13.6
16.0
10.4
1.2
0.4
1.7
5.4
10.2
11.7
7.4
0.7
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.4
1.7
13.9
36.3
43.8
24.2
1.8
1.8
2.0
9.3
25.6
28.2
16.4
1.8
1.0
1.9
8.4
19.1
20.9
11.6
1.3
0.5
0.6
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.5
1.4
15.1
41.7
60.9
32.4
2.3
1.9
2.0
12.5
34.1
45.2
27.3
2.0
1.5
2.0
12.4
32.3
35.3
19.4
1.1
1.1
0.7
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.5
1.3
14.3
47.4
70.4
26.6
2.8
1.8
2.0
13.4
38.9
62.2
37.0
2.5
1.9
2.5
14.3
37.1
52.7
30.5
1.9
1.5
0.9
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.4
1.1
12.4
46.0
68.5
26.6
2.6
1.8
1.9
12.1
43.5
71.1
32.7
3.1
2.0
2.1
14.9
44.9
68.1
32.9
2.7
1.4
0.9
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.4
0.9
11.2
39.1
62.3
36.5
2.4
1.7
1.7
10.2
42.2
69.2
32.9
2.8
1.9
2.0
12.9
46.1
70.1
26.6
2.9
1.6
0.8
0.6
0.4
0.3
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.4
1.0
9.3
30.5
48.5
32.1
2.7
1.2
1.3
9.5
35.9
62.2
41.2
2.8
1.7
1.9
11.5
42.4
66.5
33.9
2.7
1.5
0.9
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.3
0.6
6.6
25.0
34.1
21.6
4.4
0.9
1.4
7.8
28.3
48.3
34.6
4.3
1.2
1.4
10.1
33.9
56.0
36.9
2.7
1.3
0.9
0.6
0.4
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.5
4.0
13.5
19.5
15.2
3.6
0.5
0.9
5.5
22.8
34.0
22.9
5.4
0.8
1.3
7.9
27.3
41.5
26.9
3.9
0.9
0.8
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.4
2.9
7.6
10.2
10.1
3.1
0.6
0.7
3.4
12.4
19.0
15.7
4.0
0.5
0.9
4.6
18.7
26.4
18.0
3.9
0.3
0.5
0.4
0.3
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.5
2.0
4.4
5.6
6.1
2.1
0.2
0.4
2.5
6.9
9.8
9.6
3.1
0.4
0.4
3.3
9.6
13.7
12.2
2.7
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.4
1.4
2.8
3.9
4.7
0.8
0.3
0.5
1.7
4.0
4.9
4.8
2.0
0.2
0.5
2.2
5.5
7.0
6.9
2.1
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.4
1.2
2.7
4.7
7.1
0.5
0.8
1.3
1.4
2.2
2.3
1.8
0.8
0.2
0.4
1.5
3.0
3.3
2.9
1.3
0.3
1.0
2.1
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.5
1.8
4.1
7.2
11.2
0.7
1.7
1.6
1.3
1.3
1.1
0.8
0.4
0.2
0.3
1.0
1.6
1.6
1.1
0.7
0.6
0.8
1.2
0.6
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.3
0.8
3.1
7.0
12.2
16.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.7
2.3
5.9
12.0
19.4
20.4
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.5
1.7
4.4
9.8
17.6
21.8
14.0
4.3
0.5
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
1.1
3.1
6.8
12.8
19.7
17.4
2.7
11.1
0.8
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.5
1.7
4.8
9.2
14.0
15.8
8.3
1.2
1.1
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.4
0.9
2.2
4.8
8.4
9.6
8.2
0.9
0.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.5
1.1
2.1
3.6
5.3
5.3
2.0
0.2
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.6
1.0
1.6
2.3
3.1
1.7
0.2
0.2
0.2
0.0
0.0
0.0
0.1
4.6
6.6
0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.1
1.5
8.6
0.7
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
0.6
0.9
1.2
1.1
0.2
0.0
0.1
0.1
0.0
0.0
0.0
0.1
0.2
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
B
B
C
C
C
C
C
C
C
C
C
C
A
A
C
C
A
LIGHTING SCHEDULE
A
B
C
C
C
B&H ENGINEERS
PHOTOMETRIC
PLAN
B&
H E
NG
IN
EE
RS
B&
H E
NG
IN
EE
RS
PM1
BU
NT
IN
G F
AM
IL
Y P
RO
JE
CT
CO
LO
RA
DO
S
PR
IN
GS
, C
OL
OR
AD
O
PHOTOMETRIC PLAN
SCALE: 1/8" = 1'0"
0' 5' 10' 20'
NORTH
EM EM EM EM
GM GM
GM GM
WEST ELEVATION (1724) / EAST ELEVATION (1728)
EAST ELEVATION (1724) / WEST ELEVATION (1728)
1724 HAMPTON SOUTH (WEST LOT) &1728 HAMPTON SOUTH (EAST LOT)
SOUTH ELEVATION (1724) / NORTH ELEVATION (1728)
NORTH ELEVATION (1724) / SOUTH ELEVATION (1728)
Z:\6
1072
\_Sh
eet D
wgs
\610
72-D
EV-B
E.d
wg,
9/4
/18
6:49
:47
PM, D
RG
