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CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXX
1. PER FEMA FLOOD INSURANCE RATE MAP (FIRM) NO. 08041C0753G, DATED DECEMBER 7, 2018, THIS PARCEL IS
LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE OF THE 500-YEAR FLOOD PLAIN.
2. SIGNAGE IS NOT APPROVED WITH THIS PLAN. A SEPARATE SIGN PERMIT IS REQUIRED. CONTACT DEVELOPMENT
REVIEW ENTERPRISE AT 2880 INTERNATIONAL CIRCLE FOR SIGN PLAN APPLICATIONS.
3. ALL PRIVATE TRAFFIC SIGNAGE SHALL BE IN CONFORMANCE WITH MUTCD GUIDELINES AND INSTALLED BY THE
DEVELOPER.
4. ALL LIGHTING FIXTURES SHALL HAVE FULL CUT-OFF SHIELDING OR FIXTURES TO REDUCE OFF-SITE LIGHTING
IMPACTS.
5. THE PARTIES RESPONSIBLE FOR THIS PLAN HAVE FAMILIARIZED THEMSELVES WITH ALL CURRENT ACCESSIBILITY
CRITERIA AND SPECIFICATIONS AND THE PROPOSED PLAN REFLECTS ALL SITE ELEMENTS REQUIRED BY THE
APPLICABLE ADA DESIGN STANDARDS AND GUIDELINES AS PUBLISHED BY THE UNITED STATES DEPARTMENT OF
JUSTICE. APPROVAL OF THIS PLAN BY THE CITY OF COLORADO SPRINGS DOES NOT ASSURE COMPLIANCE WITH THE
ADA OR ANY OTHER FEDERAL OR STATE ACCESSIBILITY LAWS OR ANY REGULATIONS OR GUIDELINES ENACTED OR
PROMULGATED UNDER OR WITH RESPECT TO SUCH LAWS. SOLE RESPONSIBILITY FOR COMPLIANCE WITH FEDERAL
AND STATE ACCESSIBILITY LAWS LIES WITH THE PROPERTY OWNER.
6. THIS PROPERTY MAY BE IMPACTED BY NOISE CAUSED BY AIRCRAFT OPERATING INTO AND OUT OF THE COLORADO
SPRINGS MUNICIPAL AIRPORT. THE BUYER SHOULD FAMILIARIZE HIM/HERSELF WITH THIS POTENTIALITY AND THE
RAMIFICATIONS THEREOF.
NOTES:
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19, IN THE CITY OF
COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO.
LEGAL DESCRIPTION
OWNER: PONCHIK LLC C/O CORDIA CAPITAL MANAGEMENT
2235 CAMPUS DR.
EL SEGUNDO, CA 90245
SCHEDULE NUMBER: 6424104005
ADDRESS: 950 VAPOR TRAIL
SITE AREA: 10.00 AC (435,690 SF)
MASTER PLAN: N/A
CURRENT ZONING: PIP-2 / CR AO PLANNED INDUSTRIAL PARK CONDITIONS OF RECORD AIRPORT OVERLAY
EXISTING USE: VACANT INDUSTRIAL LOT
PROPOSED USE: INDUSTRIAL
DEVELOPMENT SCHEDULE: FALL 2020
BUILDING USE: INDUSTRIAL
BUILDING SIZE:
-BUILDING A: 50,000 SF
-BUILDING B: 58,240 SF
DRAINAGE BASIN: PETERSON FIELD
LANDSCAPE SETBACKS:
-SOUTH POWERS BOULEVARD: 25'
-OTHERS: 10'
PARKING REQUIREMENTS:
WAREHOUSES AND
DISTRIBUTION 1/1,000 SF
REQUIRED: 109 SPACES
PROVIDED: 260 STANDARD SPACES
10 ACCESSIBLE SPACES
BUILDING SETBACKS: FRONT: 25'
SIDE: 10'
REAR: 25'
MAXIMUM BUILDING HEIGHT: 45'
PROPOSED BUILDING HEIGHT: BUILDING A - 37'-0"
BUILDING B - 39'-0"
BUILDING COVERAGE: 108,240 SF 25%
PAVING: 191,987 SF 44%
LANDSCAPING: 135,463 SF 31%
SITE DATA
PROPOSED DEVELOPMENT PLAN ADDRESSES THE DEVELOPMENT OF TWO
INDUSTRIAL BUILDINGS ON LOT 2, BLOCK 2 NEWPORT SUBDIVISION FILING NO. 19.
PROJECT DESCRIPTION
VICINITY MAP
SCALE: 1" = 2000'
1 OF 17
NA
NA
CO
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HE
ET
PROJECT TEAM
Redland
1500 West Canal Ct
Littleton, Colorado 80120
720.283.6783 voice
CONTACT: Mark Cevaal, P.E.
[email protected]
Redland
1500 W. Canal Ct.
Littleton, CO 80120
(720) 283-6783 voice
CONTACT: Brice Bradley
[email protected]
CIVIL ENGINEER
LANDSCAPE ARCHITECT
Central Development
1660 S Albion St, Suite 200
Denver, CO 80222
(303) 628-0200 voice
CONTACT: Jeremy Records
[email protected]
DEVELOPER
Aztec Consultants, Inc.
302 E. Mineral Ave. Suite 1
Littleton, CO 80122
Phone (303) 713-1895
CONTACT: Karl Szyszkoski
LAND SURVEYOR
Intergroup Architects
2000 West Littleton Blvd
Littleton, Colorado 80120
303.738.8877 voice
CONTACT: Bill Smith
[email protected]
ARCHITECT
SHEET INDEX
Sheet Number Sheet Title
1 OF 17 COVER SHEET
2 OF 17 PRELIMINARY SITE PLAN
3 OF 17 PRELIMINARY GRADING PLAN
4 OF 17 PRELIMINARY UTILITY PLAN
5 OF 17 PRELIMINARY SITE DETAILS
6 OF 17 LANDSCAPE PLAN
7 OF 17 LANDSCAPE ENLARGEMENT
8 OF 17 LANDSCAPE ENLARGEMENT
9 OF 17 LANDSCAPE ENLARGEMENT
10 OF 17 LANDSCAPE ENLARGEMENT
11 OF 17 LANDSCAPE DETAILS
12 OF 17 SITE PHOTOMETRIC PLAN
13 OF 17 PHOTOMETRIC SCHEDULES
14 OF 17 BUILDING A ELEVATIONS
15 OF 17 BUILDING A ELEVATIONS
16 OF 17 BUILDING B ELEVATIONS
17 OF 17 BUILDING B ELEVATIONS
Page 2
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LOT 1
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
LOT 1
NEWPORT SUBDIVISION
FILING NO. 19A
REC. NO. 205045363
LOT 1
TF SUBDIVISION
FILING NO. 1
REC. NO. 212713278
LOT 3
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
N
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EX. LIGHT POLE
EX. LIGHT POLE
EX. STOP SIGN
EX. DO NOT DROP
TRAILER IN STREET SIGN
EX. DO NOT DROP
TRAILER IN STREET SIGN
EX. AVAILABLE SIGN
EX. DEAD
END SIGN
EX. TRUCK DOCK SIGN
EX. NO PARKING SIGN
EX. NO PARKING SIGN
EX. TRUCK DOCK SIGN
EX. NO PARKING SIGN
EX. LIGHT POLE
EX. CURB RAMP
EX. FENCE
EX. 65'
R.O.W.
EX. 65'
R.O.W.
EX. 8' PUBLIC
IMPROVEMENTS EASEMENT
REC. NO. 205045363
EX. 3' PUBLIC DRAINAGE
EASEMENT
REC. NO. 205045363
EX. 50' PUBLIC UTILITY
& DRAINAGE EASEMENT
REC. NO. 205045363
N
6
6
°
5
6
'0
3
"
W
5
3
4
.
6
0
'
N
2
4
°
5
6
'3
1
"
E
5
6
1
.
0
6
'
N89°38'26"E 574.63'
S0°21'34"E
543.76'
L=378.22
R=482.50
D=44°54'47"
CHB=S61°07'09"W
CH=368.61
PROPOSED BUILDING B
58,500 SF
PROPOSED BUILDING A
50,000 SF
EX. 65'
R.O.W.
EX. 6'
WALK
EX. EXIT 141 SIGN
EX. STOP SIGN
TYPE 3A
CURB RAMP
TYPE 3A
CURB RAMP
TYPE 3A
CURB RAMP
TYPE 3A
CURB RAMP
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R8'
R3'R3'
R45'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R55'
R3'
R25'
R32'
R3'
R12'
R12'
R25'
R3'
R20'
R3'
R20'
R15'
R5'
R5'
R5'
R5'
R10'
R20'
R3'
R15'
R5'
R15'
R20'
R3'
R3'
R15'
R25'
R25'
R25'
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
PROPOSED
TRASH
ENCLOSURE
R25'
EX. 20' DRAINAGE
EASEMENT
30' ASPHALT
DRIVE AISLE
24' ASPHALT
DRIVE AISLE
9'
18'
18'
9'
9'
9'
18'
18'
48'
10'
49.19'
107.5'
400' 416'
140'
18'
9'
18'
9'
18'
9'
9'
18'
18'
9'
9'
9'
18'
18'
9'
18'
9'
9'
18'
18'
9'
9'
18'
9'
18'
18'
9'
9'
9'
9'
18'
18'
9'
60'
21'
DRIVE-IN
106'
21'
DRIVE-IN
49.25'
21'
DRIVE-IN
106'
21'
DRIVE-IN
60'
49.25'
21'
DRIVE-IN
21'
DRIVE-IN
122'
23'
DRIVE-IN
24'
18'
18'
9'
5'
25'
DRIVE-IN
24'
24'
9'
9'
24'
9'
9'
9'
25.7'
9'
9'
74.5'
125'
120'
5' WALK
7' TREE
LAWN
5' WALK
7' TREE
LAWN
48.21'
4.5'
WALK
7.5'
WALK
7.5'
WALK
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
TYPE 1
CURB RAMP
ACCESSIBLE
PARKING SIGN
ACCESSIBLE
PARKING SIGN
ACCESSIBLE
PARKING SIGN
ACCESSIBLE
PARKING SIGN
LOT 2
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
PROPOSED
RETAINING WALL
WITH RAILING
(HEIGHT VARIES 3'-5')
EX. 7.98' PUBLIC
IMPROVEMENTS EASEMENT
REC. NO. 205045363
MONUMENT SIGN
R10'
R10'
SNOW STORAGE
70.36'MOUNTABLE CURB
47.75' MOUNTABLE CURB
SNOW STORAGE
PROPOSED STOP
SIGN (R1-1)
PROPOSED STOP
SIGN (R1-1)
PROPOSED STOP
SIGN (R1-1)
TYPE 1
CURB RAMP
LOT 1
5.90 AC
LOT 2
4.10 AC
R31'
R15'
R30'
R3'
R15'
18'
9'
18'
9'
5'
WALK
R5'
60'
"NO PARKING -
FIRE LANE" SIGN
"NO PARKING -
FIRE LANE" SIGN
MONUMENT
SIGN
MONUMENT
SIGN
"NO PARKING -
FIRE LANE" SIGN
"NO PARKING -
FIRE LANE" SIGN
"NO PARKING -
FIRE LANE" SIGN
EX. CURB, GUTTER
& PAN (TYP.)
"NO PARKING -
FIRE LANE" SIGN
"NO PARKING -
FIRE LANE" SIGN
30' PROPOSED
UTILITY EASEMENT
30' PROPOSED
ACCESS EASEMENT
STORAGE
AREA
10' MAINTENANCE
ACCESS
PROPOSED
FENCE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
PROPOSED
GATE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
PROPOSED
STAIRS
18'
9'
10'
10'
PROPOSED
FENCE
PROPOSED
GATE
DETENTION AND
WATER QUALITY POND
PROPOSED
STAIRS
1' SIDEWALK
CHASE (TYP.)
1' SIDEWALK
CHASE (TYP.)
18'
DRIVE-IN
TRANSFORMER
TRANSFORMER
5'
WALK
7.5'
WALK
5'
WALK
5'
WALK
LOT LINE
78.96'
75.5'
75.5'
58.03'
70.11'
71.41'
10'
24'
14
15
10
10
12
12
11
17
8
13
21
12
13
8
13
14
9
14
9
9
8
8
10
R3'
MONUMENT SIGN
PROPOSED LIGHT
POLE (TYP.)
PROPOSED LIGHT
POLE (TYP.)
PROPOSED LIGHT
POLE (TYP.)
PROPOSED LIGHT
POLE (TYP.)
PROPOSED LIGHT
POLE (TYP.)
TYPE 1
CURB RAMP
PROPOSED
GATE
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20014
108.21.2020
FIR
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CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXXSCALE: 1" = 50'
2 OF 17
1" =
50'
NA
PR
EL
IM
IN
AR
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LA
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X X
EDGE OF PAVEMENT
CURB AND GUTTER
FENCE
ROAD CENTERLINE
SECTION LINE
EXISTING EASEMENT
EXISTING R.O.W.
EXISTING LEGEND
PROPOSED LEGEND
PROPOSED PROPERTY LINE
PROPOSED R.O.W.
PROPOSED LOT LINE
PROPOSED SETBACK
PROPOSED EASEMENT
PROPOSED ROAD CENTERLINE
PROPOSED CURB AND GUTTER (CATCH)
PROPOSED SIDEWALK
PROPOSED RETAINING WALL
EXISTING PROPERTY LINE
EXISTING LOT LINE
PROPOSED CURB AND GUTTER (SPILL)
PROPOSED LIMITS OF DISTURBANCE
NOTE:
1. PRIVATE CURB RAMPS DO NOT HAVE DETECTABLE RAMPS
Page 3
X
X
X
X
X
X
X
X
X
X
X
X
EX. STORM MANHOLE
RIM = 6124.1
INV OUT 24" RCP (S) = 6119.4
INV IN 24" RCP (E) = 6119.7
EX. STORM MANHOLE
RIM = 6121.3
INV OUT 30" RCP (S) = 6116.8
INV IN 24" RCP (N) = 6117.0
INV IN 24" RCP (E) = 6117.0
EX. STORM INLET
RIM = 6115.5
INV OUT 30" RCP (W) = 6111.2
INV IN 30" RCP (E) = 6111.3
EX. STORM MANHOLE
RIM = 6114.7
INV OUT 36" RCP (SW) = 6109.5
INV IN 30" RCP (N) = 6109.9
INV IN 18" RCP (E) = 6110.6
EX. STORM INLET
RIM = 6116.2
INV OUT 18" RCP (N) = 6112.7
INV IN 18" RCP (S) = 6112.8
EX. STORM INLET
RIM = 6114.8
INV OUT 15" RCP (SW) = 6111.1
EX. STORM INLET
RIM = 6111.0
INV OUT 15" RCP (S) = 6106.8
EX. STORM MANHOLE
RIM = 6110.2
INV OUT 36" RCP (NW) = 6104.8
INV IN 36" RCP (NE) = 6105.3
INV IN 15" RCP (SE) = 6106.4
EX. STORM INLET
RIM = 6110.7
INV OUT 15" RCP (NW) = 6107.2
EX. STORM MANHOLE
RIM = 6108.7
INV OUT 36" RCP (NW) = 6101.4
INV IN 36" RCP (SE) = 6101.5
EX. STORM MANHOLE
RIM = 6105.4
INV OUT 42" RCP (SW) = 6097.7
INV IN 36" RCP (SE) = 6098.4
INV IN 30" RCP (NE) = 6099.1
UNABLE TO DETERMINE INV OUT PIPE LOCATION
EX. STORM MANHOLE
RIM = 6106.8
INV OUT 30" RCP (SW) = 6101.3
INV IN 24" RCP (NE) = 6101.4
EX. STORM MANHOLE
RIM = 6115.1
INV OUT 24" RCP (SW) = 6105.9
INV IN 24" RCP (NE) = 6106.1
EX. STORM INLET
RIM = 6119.0
EX. STORM INLET
RIM = 6119.8
6103
6104
6105
6106
6
1
0
7
6
1
0
8
6
1
0
9
6
1
1
0
6
1
1
1
6
1
1
2
6
1
1
3
6114
6115
6
1
1
6
6
1
0
8
6
1
1
0
6
1
1
2
6
1
1
3
6
1
1
5
6
1
1
7
6
1
1
8
6
1
2
0
6
1
2
0
6118
6
1
2
2
6
1
2
5
6
1
0
9
6
1
1
0
6
1
1
1
6112
6113
6
1
1
4
6
1
1
5
6
1
1
7
6
1
1
8
6
1
1
9
6
1
2
0
6
1
2
2
6
1
2
3
6
1
2
4
6
1
2
5
EX. 65'
R.O.W.
EX. 65'
R.O.W.
EX. 8' PUBLIC
IMPROVEMENTS EASEMENT
REC. NO. 205045363
EX. 3' PUBLIC DRAINAGE
EASEMENT
REC. NO. 205045363
EX. 50' PUBLIC UTILITY
& DRAINAGE EASEMENT
REC. NO. 205045363
EX. STORM GRATE
RIM = 6118.0
INV OUT 30" RCP (W) = 6111.7
N89°38'26"E 574.63'
N0°21'34"W
543.76'
L=378.22
R=482.50
D=44°54'47"
CHB=S61°07'09"W
CH=368.61
S
6
6
°
5
6
'0
3
"
E
5
3
4
.
6
0
'
N
2
4
°
5
6
'3
1
"
E
5
6
1
.
0
6
'
PROPOSED BUILDING B
PROPOSED BUILDING A
6113.25
6113.25
6115.26
6115.26
6120.65
6120.65
6118.55
6118.55
6111.06 M.E.
6112.01 M.E.
6116.90 M.E.
6118.11 M.E.
6121.55 M.E.
6122.81 M.E.
2'
CROSSPAN
2'
CROSSPAN
6'
CROSSPAN
6'
CROSSPAN
6'
CROSSPAN
RETAINING WALL
HEIGHT VARIES 3'-5'
10'
CROSSPAN
10'
CROSSPAN
WATER QUALITY
DETENTION POND
6110
6111
6112
6113
6
1
1
4
6115
6114
6116
6117
61
18
6119
LOT 1
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
LOT 1
NEWPORT SUBDIVISION
FILING NO. 19A
REC. NO. 205045363
LOT 1
TF SUBDIVISION
FILING NO. 1
REC. NO. 212713278
LOT 3
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
N
E
W
P
O
R
T
R
D
VA
PO
R T
RA
IL
S
O
U
T
H
P
O
W
E
R
S
B
O
U
L
E
V
A
R
D
(
V
A
R
I
A
B
L
E
W
I
D
T
H
)
6120 FFE
6119 FFE
6
1
1
4
F
F
E
6
1
1
5
F
F
E
2
.
8
4
%
3.77%
0
.
7
2
%
0
.
5
8
%
3
.
8
5
%
0
.5
4
%
0
.5
3
%
2
.8
0
%
4
.
7
0
%
8
.
9
1
%
2
.
1
9
%
2
.
0
7
%
3
.
5
1
%
5
.7
4
%
2
.8
5
%
4
.4
7
%
1
.
1
1
%
4.57%
1
.
1
6
%
4.03%
3
.
5
8
%
3
.
6
0
%
4
.
4
2
%
3
.
4
9
%
2
.1
4
%
2.37%
1.9
9%
2
.
1
7
%
1
.
5
0
%
0
.
7
5
%
2.71%
2.25%
3
.
3
3
%
3.1
0%
LOT 2
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
6118.55
6119.05
6119.50
6119.70
6120.55
6120.65
6120.55
6120.16
6118.65
6118.65
6119.16
6119.45
6119.52
6119.58
6119.75
6115.35
6114.686113.25
6112.61
6112.22
6113.25
6112.00
6111.77
6111.73
6113.84
6114.11
6114.28
6114.34
6114.40
6110.60
6114.68
6115.17
6115.26
6115.17
6114.79
6113.91
6113.72
6113.35
6109.50
6110.10
6111.22
6114.49
6114.02
6113.38
6119.37
6119.84
6115.86
6116.52
LOT 1
5.90 AC
LOT 2
4.10 AC
SD 1-5, 6' DIA MH
RIM = 6109.69
3
0
" R
C
P
S
D
STM 1-4, Triple Type 13 Combo
RIM = 6108.69
2
4
" R
C
P
S
D
SD 1-4, 5' DIA MH
RIM = 6111.30
2
4
" R
C
P
S
D
SD 1-3, 5' DIA MH
RIM = 6113.74
SD 1-2, 5' DIA MH
RIM = 6116.54
1
8
" R
C
P
S
D
18" RCP SD
STM 1-3, CDOT Type R
RIM = 6112.63
SD 1-1, 5' DIA MH
RIM = 6117.20
18
" R
CP
S
D
STM 1-2,
TYPE 13 COMBO TRIPLE INLET
RIM = 6120.33
18" RCP SD
STM 1-1, TYPE 13 INLET
RIM = 6120.10
2
4
" R
C
P
S
D
SD 2-2, 5' DIA MH
RIM = 6113.43
2
4
" R
C
P
S
D
STM 2-2,
TYPE 13 TRIPLE INLET
RIM = 6109.40
2
4
" R
C
P
S
D
SD 2-1, 5' DIA MH
RIM = 6112.75
2
4
" R
C
P
S
D
STM 2-1,
TYPE 13 TRIPLE INLET
RIM = 6110.50
1
8
" R
C
P
S
D
STM FES 3-1
18" FES
STM 3-1, CDOT Type R
RIM = 6112.07
10' MAINTENANCE
ACCESS ROAD
4
:
1
4
:
1
1
1
:
1
8
:
1
4:1
4:1
4
:
1
2.24%
2
.
1
8
%
2
.
0
5
%
6
1
0
8
6
1
0
7
6
1
0
6
6
1
0
5
6
1
0
6
6
1
0
7
6
1
0
6
6
1
0
5
6
1
0
4
6
1
0
2
6
1
0
1
6111
6
1
1
2
6
1
1
1
6
1
1
2
6115
61
16
6117
6118
6114
6
1
1
3
6
1
1
2
6
1
1
3
6
1
1
4
6
1
1
6
6
1
1
7
6118
6
1
1
9
6
1
1
9
6120
6120
6120
6
1
2
3
6
1
2
2
6
1
2
1
6120
6
1
1
9
6
1
1
8
6
1
1
7
6
1
1
66
1
1
5
6
1
1
4
6113
6120
6119
6118
6117
6
1
1
6
6
1
1
5
6
1
1
4
6113
6112
6111
PROPOSED STAIRS:
4~6" RISERS
PROPOSED STAIRS:
5~6" RISERS
24" RCP SD
PROPOSED STAIRS:
5~6" RISERS
STM 3-2, CDOT Type R
RIM = 6111.48
POND OUTLET
STRUCTURE
EMERGENCY
SPILLWAY
I:\2020\20014 - carrier w
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FC
MD
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MD
C
20014
108.21.2020
FIR
ST
S
UB
MIT
TA
L T
O C
IT
Y
CA
RR
IE
R W
ES
T 9
50
V
AP
OR
T
RA
IL
CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXXSCALE: 1" = 50'
3 OF 17
1" =
50'
NA
PR
EL
IM
IN
AR
Y G
RA
DIN
G P
LA
N
X X
EDGE OF PAVEMENT
CURB AND GUTTER
FENCE
ROAD CENTERLINE
SECTION LINE
EXISTING EASEMENT
EXISTING R.O.W.
EXISTING LEGEND
PROPOSED LEGEND
PROPOSED PROPERTY LINE
PROPOSED R.O.W.
PROPOSED LOT LINE
PROPOSED SETBACK
PROPOSED EASEMENT
PROPOSED ROAD CENTERLINE
PROPOSED CURB AND GUTTER (CATCH)
PROPOSED SIDEWALK
PROPOSED RETAINING WALL
EXISTING PROPERTY LINE
EXISTING LOT LINE
PROPOSED CURB AND GUTTER (SPILL)
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
6650
6651
PROPOSED SPOT ELEVATION
53.9
PROPOSED SLOPE ARROW
PROPOSED STORM SEWER
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
6650
6651
EXISTING STORM SEWER
Page 4
W
W
TV
TV
TV
TV
TV
TV
TV
TV
TV
TVTV
TV
TVTV
TVTV
TVTV
TVTV
TVTV
TVTV
TV
TV
TV
TVTV
TV
WW
WW
WW
WW
WW
WW
WW
WW
GGGG
GG
GG
GG
GG
GG
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
EE
EE
EE
EE
EE
EE
W
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFO FO
FOEE E
EE
E
TV
TV
TV
FOFO
FOFO
W
W
W
W
W
W
W
W
W
WW W W
W
W
W
W
W
W
W
W
W
W
W
W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
EX. 24" STORM SEWER
EX. 36" STORM SEWER
EX. 18" STORM SEWER
EX. 24" STORM SEWER
EX. FIBERLINE
EX. FIBERLINE
EX. WATERLINE
EX. WATERLINE
EX. 8" SANITARY SEWER
EX. 8" SANITARY
SEWER
EX. 8" SANITARY SEWER
EX. 8" SANITARY SEWER
EX. WATERLINE
EX. GAS LINE
EX. CABLE TELEVISION
EX. CABLE TELEVISION
EX. FENCE
EX. FIBERLINE
EX. CABLE TELEVISION
EX. ELECTRIC LINE
EX. CABLE TELEVISION
LOT 1
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
LOT 1
NEWPORT SUBDIVISION
FILING NO. 19A
REC. NO. 205045363
LOT 1
TF SUBDIVISION
FILING NO. 1
REC. NO. 212713278
LOT 3
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
N
E
W
P
O
R
T
R
D
VA
PO
R T
RA
IL
EX. LIGHT POLE
EX. LIGHT POLE
EX. LIGHT POLE
SANITARY MANHOLE
RIM = 6125.2
INV OUT 8" PVC (S) = 6112.7
SANITARY MANHOLE
RIM = 6119.5
INV OUT 8" PVC (S) = 6109.0
INV IN 8" PVC (N) = 6109.1
INV IN 8" PVC (NE) = 6109.1
SANITARY MANHOLE
RIM = 6115.5
INV OUT 8" PVC (W) = 6105.6
INV IN 8" PVC (SE) = 6105.7
SANITARY MANHOL
RIM = 6115.3
INV OUT 8" PVC (SW) = 6105.3
INV IN 8" PVC (E) = 6105.4
SANITARY MANHOL
RIM = 6115.9
INV OUT 8" PVC (SW) = 6101.9
INV IN 8" PVC (NE) = 6102.1
SANITARY MANHOLE
RIM = 6115.9
INV OUT 8" PVC (NW) = 6106.5
EX. STORM MANHOLE
RIM = 6124.1
INV OUT 24" RCP (S) = 6119.4
INV IN 24" RCP (E) = 6119.7
EX. STORM MANHOLE
RIM = 6121.3
INV OUT 30" RCP (S) = 6116.8
INV IN 24" RCP (N) = 6117.0
INV IN 24" RCP (E) = 6117.0
EX. STORM INLET
RIM = 6115.5
INV OUT 30" RCP (W) = 6111.2
INV IN 30" RCP (E) = 6111.3
EX. STORM GRATE
RIM = 6118.0
INV OUT 30" RCP (W) = 6111.7
EX. STORM MANHOLE
RIM = 6114.7
INV OUT 36" RCP (SW) = 6109.5
INV IN 30" RCP (N) = 6109.9
INV IN 18" RCP (E) = 6110.6
EX. STORM INLET
RIM = 6116.2
INV OUT 18" RCP (N) = 6112.7
INV IN 18" RCP (S) = 6112.8
EX. STORM INLET
RIM = 6114.8
INV OUT 15" RCP (SW) = 6111.1
EX. STORM INLET
RIM = 6111.0
INV OUT 15" RCP (S) = 6106.8
EX. STORM MANHOLE
RIM = 6110.2
INV OUT 36" RCP (NW) = 6104.8
INV IN 36" RCP (NE) = 6105.3
INV IN 15" RCP (SE) = 6106.4
EX. STORM INLET
RIM = 6110.7
INV OUT 15" RCP (NW) = 6107.2
EX. STORM MANHOLE
RIM = 6108.7
INV OUT 36" RCP (NW) = 6101.4
INV IN 36" RCP (SE) = 6101.5
EX. STORM MANHOLE
RIM = 6105.4
INV OUT 42" RCP (SW) = 6097.7
INV IN 36" RCP (SE) = 6098.4
INV IN 30" RCP (NE) = 6099.1
UNABLE TO DETERMINE INV OUT PIPE LOCATION
EX. STORM MANHOLE
RIM = 6106.8
INV OUT 30" RCP (SW) = 6101.3
INV IN 24" RCP (NE) = 6101.4
EX. STORM MANHOLE
RIM = 6115.1
INV OUT 24" RCP (SW) = 6105.9
INV IN 24" RCP (NE) = 6106.1
EX. STORM INLET
RIM = 6119.0
EX. STORM INLET
RIM = 6119.8
S
O
U
T
H
P
O
W
E
R
S
B
O
U
L
E
V
A
R
D
(
V
A
R
I
A
B
L
E
W
I
D
T
H
)
EX. 65'
R.O.W.
EX. 8' PUBLIC
IMPROVEMENTS EASEMENT
REC. NO. 205045363
EX. 3' PUBLIC DRAINAGE
EASEMENT
REC. NO. 205045363
EX. 50' PUBLIC UTILITY
& DRAINAGE EASEMENT
REC. NO. 205045363
EX. 65'
R.O.W.
N89°38'26"E 574.63'
N
2
4
°
5
6
'3
1
"
E
5
6
1
.
0
6
'
N
6
6
°
5
6
'0
3
"
W
5
3
4
.
6
0
'
L=378.22
R=482.50
D=44°54'47"
CHB=S61°07'09"W
CH=368.61
S0°21'34"E
543.76'
8" PVC
SANITARY SEWER
4' SANITARY
MANHOLE
4' SANITARY
MANHOLE
CONNECT TO EX.
SANITARY MANHOLE
8
" P
V
C
W
A
T
E
R
8" P
VC
W
AT
ER
PROPOSED BUILDING B
PROPOSED BUILDING A
LOT 1
5.90 AC
LOT 2
4.10 AC
CONNECT TO
EX. 8" WATER
SANITARY MANHOLE
RIM = 6122.8
INV OUT 8" PVC (SW) = 6114.3
INV IN 6" PVC (NE) = 6114.3
EX. 8" WATER
EX. FIRE HYDRANT
8
" P
V
C
W
A
T
E
R
8" PVC WATER
8" PVC
SANITARY SEWER
30' PROPOSED
UTILITY EASEMENT
24' PROPOSED
ACCESS EASEMENT
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
LOT 2
BLOCK 2
NEWPORT SUBDIVISION
FILING NO. 19
REC. NO. 205045363
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
CONNECT TO
EX. 8" WATER
6" DIP FIRE LINE
1-1/2" TYPE K COPPER
DOMESTIC SERVICE
6" DIP FIRE LINE
1-1/2" TYPE K COPPER
DOMESTIC SERVICE
1-1/2" METER DOMESTIC
1-1/2" METER DOMESTIC
EX. WATERLINE
STM 1-4, Triple Type 13 Combo
24" RCP SD
SD 1-5, 6' DIA MH
3
0
" R
C
P
S
D
SD 1-4, 5' DIA MH
2
4
" R
C
P
S
D
SD 1-3, 5' DIA MH
2
4
" R
C
P
S
D
SD 1-2, 5' DIA MH
18" RCP SD
STM 1-3, CDOT Type R
1
8
" R
C
P
S
D
SD 1-1, 5' DIA MH
STM 1-2,
TYPE 13 COMBO TRIPLE INLET
18" R
CP
S
D
18" R
CP
S
D
STM 1-1,
TYPE 13 INLET
2
4
" R
C
P
S
D
2
4
" R
C
P
S
D
2
4
" R
C
P
S
D
SD 2-2, 5' DIA MH
STM 2-2,
TYPE 13 TRIPLE INLET
STM 2-1,
TYPE 13 TRIPLE INLET
2
4
" R
C
P
S
D
SD 2-1, 5' DIA MH
18" RCP SD
FES 3-1
STM 3-2
CDOT Type R
1
8
" R
C
P
S
D
STM 3-1, CDOT Type R
EX. 30" STORM SEWER
EX. 8" SANITARY SEWER
EX. 36" STORM SEWER
EX. 30" STORM SEWER
EX. 42" STORM SEWER
EX. FIRE HYDRANT
6" SANITARY
SERVICE
6" SANITARY
SEWER
FDC
FDC
STM FES 1-1, 30" FES
3
0
"
R
C
P
S
D
E
X
.
3
6
"
S
D
PROPOSED LIGHT
POLE (TYP.)
PROPOSED LIGHT
POLE (TYP.)
PROPOSED LIGHT
POLE (TYP.)
PROPOSED LIGHT
POLE (TYP.)
PROPOSED LIGHT
POLE (TYP.)
POND OUTLET
STRUCTURE
18" RCP SD
SD 3-1, 6' DIA MH
TRANSFORMER
TRANSFORMER
I:\2020\20014 - carrier w
est 950 vapor trail\C
AD
D\sheet sets\developm
ent plan\20014 - P
relim
inary U
tility P
lan.dw
g tab: 4 O
F 17 P
RE
LIM
IN
AR
Y U
TILIT
Y P
LA
N A
ug 21, 2020 - 1:45pm
m
cevaal
SHEET
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
PR
OJE
CT
N
O.
HO
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. S
CA
LE
VE
RT
. S
CA
LE
DA
TE
NO
.N
OT
ES
FC
MD
C
MD
C
20014
108.21.2020
FIR
ST
S
UB
MIT
TA
L T
O C
IT
Y
CA
RR
IE
R W
ES
T 9
50
V
AP
OR
T
RA
IL
CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXXSCALE: 1" = 50'
4 OF 17
1" =
50'
NA
PR
EL
IM
IN
AR
Y U
TIL
IT
Y P
LA
N
X X
EDGE OF PAVEMENT
CURB AND GUTTER
FENCE
ROAD CENTERLINE
SECTION LINE
EXISTING EASEMENT
EXISTING R.O.W.
EXISTING LEGEND
PROPOSED LEGEND
PROPOSED PROPERTY LINE
PROPOSED R.O.W.
PROPOSED LOT LINE
PROPOSED SETBACK
PROPOSED EASEMENT
PROPOSED ROAD CENTERLINE
PROPOSED CURB AND GUTTER (CATCH)
PROPOSED SIDEWALK
PROPOSED RETAINING WALL
EXISTING PROPERTY LINE
EXISTING LOT LINE
PROPOSED CURB AND GUTTER (SPILL)
PROPOSED SPOT ELEVATION
53.9
PROPOSED SLOPE ARROW
PROPOSED STORM SEWER
PROPOSED MANHOLE w/ DIA. (FT.)
PROPOSED INLET
PROPOSED FLARED END SECTION
PROPOSED WATER BEND
PROPOSED WATER CROSS
PROPOSED WATER TEE
PROPOSED WATER REDUCER
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED PLUG/CAP
PROPOSED SANITARY SEWER
PROPOSED WATER LINE
W EXISTING WATERLINE
EXISTING SANITARY SEWER
EXISTING STORM SEWER
E E EXISTING ELECTRIC LINE
G G EXISTING GAS LINE
T T EXISTING TELEPHONE LINE
FO EXISTING FIBER LINE
WV
OH EXISTING OVERHEAD ELECTRIC LINE
TV EXISTING CABLE TELEVISION
RW EXISTING RAW WATERLINE
GENERAL NOTES FOR PRELIMINARY UTILITY PLANS:
PROPERTY OWNER(S) ACKNOWLEDGE AND AGREE TO THE FOLLOWING UPON APPROVAL OF PRELIMINARY UTILITY PLAN:
1. COLORADO SPRINGS UTILITIES (SPRINGS UTILITIES) SHALL MAKE THE FINAL DETERMINATION OF THE LOCATION OF ALL
WATER, WASTEWATER, ELECTRIC AND GAS FACILITIES, WHICH MAY NOT BE THE SAME LOCATION AS SHOWN ON THIS
PRELIMINARY UTILITY PLAN.
2. PROPERTY OWNER(S) (“OWNER”) ACKNOWLEDGES THAT THE CONNECTION AND/OR EXTENSION OF UTILITY SERVICES TO
THE PROPERTY IDENTIFIED IN THIS PRELIMINARY UTILITY PLAN (“PROPERTY”) SHALL BE IN ACCORD WITH ALL APPLICABLE
CODES AND REGULATIONS, SPRINGS UTILITIES LINE EXTENSION & SERVICE STANDARDS (“STANDARDS”), TARIFFS, COLORADO
SPRINGS CITY CODE, RESOLUTIONS, AND POLICIES, AND PIKES PEAK REGIONAL BUILDING DEPARTMENT CODES, IN EFFECT AT
THE TIME OF UTILITY SERVICE CONNECTION AND/OR EXTENSION.
3. OWNER ACKNOWLEDGES RESPONSIBILITY FOR THE COSTS OF EXTENSIONS OR UTILITY SYSTEM IMPROVEMENTS THAT
SPRINGS UTILITIES DETERMINES NECESSARY TO PROVIDE UTILITY SERVICES TO THE PROPERTY OR TO ENSURE TIMELY
DEVELOPMENT OF INTEGRATED UTILITY SYSTEMS SERVING THE PROPERTY AND AREAS OUTSIDE THE PROPERTY (INCLUDING
THE COSTS TO DESIGN AND INSTALL WATER SYSTEMS, WASTEWATER COLLECTION SYSTEMS, AND ANY GAS OR ELECTRIC
LINES TO AND WITHIN THE PROPERTY). OWNER MAY BE ELIGIBLE FOR A COST RECOVERY AGREEMENT AS PROVIDED IN
UTILITIES’ RULES AND REGULATIONS.
4. SPRINGS UTILITIES UTILITY SERVICES ARE AVAILABLE ON A “FIRST-COME, FIRST-SERVED” BASIS, AND THEREFORE NO
SPECIFIC ALLOCATIONS OR AMOUNTS OF UTILITY SERVICES, FACILITIES, CAPACITIES OR SUPPLIES ARE RESERVED FOR THE
OWNER, AND SPRINGS UTILITIES MAKES NO COMMITMENT AS TO THE AVAILABILITY OF ANY UTILITY SERVICE UNTIL SUCH TIME
AS AN APPLICATION FOR PERMANENT SERVICE IS APPROVED BY SPRINGS UTILITIES.
5. THE RELOCATION OR ALTERATION OF ANY EXISTING UTILITY FACILITIES WITHIN THE PROPERTY WILL BE AT THE OWNER’S
SOLE COST AND EXPENSE. IF SPRINGS UTILITIES DETERMINES THAT OWNER’S RELOCATION OR ALTERATION REQUIRES NEW
OR UPDATED EASEMENTS, OWNER SHALL CONVEY THOSE EASEMENTS PRIOR TO RELOCATING OR ALTERING THE EXISTING
UTILITY FACILITIES.
6. OWNER SHALL DEDICATE BY PLAT AND/OR CONVEY BY RECORDED DOCUMENT, ALL PROPERTY AND EASEMENTS THAT
SPRINGS UTILITIES DETERMINES ARE REQUIRED FOR ALL UTILITY SYSTEM FACILITIES NECESSARY TO SERVE THE PROPERTY
OR TO ENSURE DEVELOPMENT OF AN INTEGRATED UTILITY SYSTEM. ALL EASEMENTS GRANTED BY SEPARATE INSTRUMENT
SHALL UTILIZE SPRINGS UTILITIES’ THEN-CURRENT PERMANENT EASEMENT AGREEMENT FORM.
7. THE WATER SYSTEM FACILITIES MUST MEET SPRINGS UTILITIES CRITERIA FOR WATER QUALITY, RELIABILITY AND
PRESSURE, INCLUDING LOOPING REQUIREMENTS (SEE SPRINGS UTILITIES LINE EXTENSION AND SERVICE STANDARDS).
8. OWNER RECOGNIZES THAT THE EXTENSION OF WATER SYSTEM FACILITIES MAY AFFECT THE QUALITY OF WATER IN THE
SPRINGS UTILITIES WATER SYSTEM. WHEN WATER QUALITY IS AFFECTED, OWNER ACKNOWLEDGES RESPONSIBILITY FOR ANY
COSTS THAT SPRINGS UTILITIES DETERMINES NECESSARY IN ORDER TO MAINTAIN WATER QUALITY IN ITS SYSTEM AS A
RESULT OF OWNER’S WATER SYSTEM EXTENSIONS. OWNER MAY BE REQUIRED TO SUBMIT A WATER QUALITY PLAN FOR THE
PROJECT.
9. OWNER MUST CONTACT SPRINGS UTILITIES FIELD ENGINEERING TO DETERMINE THE LOCATION OF ALL NATURAL GAS AND
ELECTRIC METERS AND TRANSFORMERS AND TO SECURE APPROVAL OF GAS-SERVICE-LINE PRESSURES IN EXCESS OF
SPRINGS UTILITIES STANDARD GAS SYSTEM PRESSURE. (CONTACT FIELD ENGINEERING NORTH 668-4985 OR SOUTH 668-5564).
10. IT SHALL NOT BE PERMISSIBLE FOR ANY PERSON TO MODIFY THE GRADE OF THE EARTH WITHIN ANY SPRINGS UTILITIES
EASEMENT OR RIGHTS OF WAY WITHOUT THE WRITTEN APPROVAL OF SPRINGS UTILITIES. IMPROVEMENTS, STRUCTURES AND
TREES SHALL NOT BE LOCATED WITHIN UTILITY EASEMENT, SHALL NOT VIOLATE NATIONAL ELECTRIC SAFETY CODE (NESC)
PROVISIONS AND CLEARANCES, AND SHALL NOT IMPAIR ACCESS OR THE ABILITY TO MAINTAIN UTILITY FACILITIES.
11. SPRINGS UTILITIES APPROVAL OF THIS PRELIMINARY UTILITY PLAN SHALL NOT BE CONSTRUED AS A LIMITATION UPON THE
AUTHORITY OF SPRINGS UTILITIES TO APPLY ITS STANDARDS; AND IF THERE ARE ANY CONFLICTS BETWEEN ANY APPROVED
DRAWINGS AND ANY PROVISION OF STANDARDS OR THE CITY CODE, THEN THE STANDARDS OR CITY CODE SHALL
APPLY. SPRINGS UTILITIES’ APPROVAL OF THIS PRELIMINARY UTILITY PLAN SHALL NOT BE CONSTRUED AS A LIMITATION UPON
THE AUTHORITY OF THE CITY OF COLORADO SPRINGS OR SPRINGS UTILITIES TO ADOPT DIFFERENT ORDINANCES, RULES,
REGULATIONS, RESOLUTIONS, POLICIES OR CODES WHICH CHANGE ANY OF THE PROVISIONS OF THE STANDARDS SO LONG
AS THESE APPLY TO THE CITY GENERALLY AND ARE IN ACCORD WITH THE THEN-CURRENT TARIFFS, RATES AND POLICIES OF
SPRINGS UTILITIES.
12. ALL PRIVATE TO PUBLIC STORM SEWER CONNECTIONS MUST BE INSPECTED BY ENGINEERING DEVELOPMENT REVIEW
INSPECTOR.
13. FIRE LINES SHOULD ENTER THE BUILDING PERPENDICULAR TO THE OUTSIDE WALL WHENEVER POSSIBLE, AND SHOULD
NEVER BE UNDERGROUND FOR MORE THAN 3 FEET.
AutoCAD SHX Text
SANITARY MANHOLE RIM = 6108.7 INV OUT 8" PVC (SW) = 6098.5 INV IN 8" PVC (NE) = 6098.8
Page 5
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CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXX
5 OF 17
1" =
50'
NA
PR
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S
6"
5"
6" MIN
6" 6" 6"
6"
1'-6"
6"
MOUNTABLE CURB
4.5"
1.5"
6"
1"/ FT PITCH
CATCH CURB
EXPANSION DOWEL
1'
6"
6" 6"
5.5"
MIN
6.5"
1.5"
EXPANSION DOWEL
SPILL CURB
R=2"
R=1.5"
NOTES:
1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES AND AT 90'
MAX. INTERVALS IN STRAIGHT CURB & GUTTER. PROVIDE No. 4x18" LONG SMOOTH STEEL DOWEL BARS
WITH 1" DIA. GREASE CAP THRU EXPANSION JOINTS. (3/4" THICK BITUMINOUS FILLER MATERIAL).
2. CONTRACTION JOINT: PROVIDE 2" DEEP CONTRACTION JOINTS AT 15' INTERVALS.
3. 2'-6" LONG TIE BAR ON 2'-6" CENTERS SHALL BE PROVIDED WHEN CURB IS ADJACENT TO P.C.C. PAVEMENT.
4. PROVIDE 2 NO. 6 X 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB AND GUTTER. SAW CUT
EXISTING CURB AND GUTTER.
12" CATCH CURB PRIVATE
N.T.S.
1/2" / FT PITCH
MOUNTABLE CURB
R=2"
R=1.5"
1'-6"
12" SPILL CURB PRIVATE
N.T.S.
1.5"
4.5"
1.5"
1'
GENERAL NOTES
1. RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1.
2"
30"
18"
12"
6"
7' FROM GROUND TO
BOTTOM OF SIGN
ACCESSIBLE
RESERVED
PARKING
RESERVED
PARKING
VAN
SIGN DETAIL
N.T.S.
PROVIDE ONE ADA SIGN
AT CENTER OF EACH
SPACE AS APPROPRIATE.
2" SQ. GALV.
TELESPAR POST
CONTRACTOR
TO INSTALL
ANCHORS AT
DESIGNATED
LOCATIONS.
FINISH GRADE
IN SOIL/TURF
FINISH GRADE IN
CONC. OR ASPHALT
2 1/2" SQ. GALV. TELESPAR
HEAVY DUTY SYSTEM I
ANCHOR SET FLUSH TO
GROUND OR IN SIDEWALK.
19'-0"
5'-0" (MIN)
VAN 5'-0" (MIN)
9'-0" (MIN)
VAN 11'-0" (MIN)
2'-0"
4'-0"
12'-0"
4" WIDE
PAVEMENT
MARKING
(TYP)(WHITE)
PAINTED DISABLED
LOGO, WHITE STRIPE
OVER BLUE
BACKGROUND
4"
3'-0"
TYPICAL PARKING STALL FOR THE DISABLED
N.T.S.
SIDEWALK RAMP TYPE 1
PLAN
2%
8.3
%
DETECTABLE
WARNING
(ONLY ON CURB
RAMPS IN PUBLIC R.O.W.)
4' MIN
A
A
SIDEWALK RAMP TYPE 3A
PLAN
2%
2%
2%
2%
2%
12:1 12:1
CONCRETE
PEDESTRIAN CURB
(TYP)
6'
VARIES ~
4' MIN
6'
SIDEWALK WIDTH
SHOWN ON PLANS
CC
B
B
CONCRETE
SIDEWALK
8.3
%
4"
TOP OF
PAVEMENT
GUTTER
6"
6' MIN
F
L
SECTION A-A
SIDEWALK WING
TRANSITION
3'
4"
WIDTH OF
SIDEWALK
F
L
SECTION B-B
SIDEWALK WING
TRANSITION
TOP OF
PAVEMENT
GUTTER
2%2%
6" X 12" CONCRETE
PEDESTRIAN CURB
(TYP)
6'
TRANSITION
VARIES
6'
TRANSITION
6" 6"
CONCRETE
PEDESTRIAN CURB
4"
SECTION C-C
4" 4"
SCALE:
BIKE RACK
NTS
MANUFACTURER: MADRAX
MODEL: U190
COLOR: BLACK
SURFACE MOUNT: SEE MOUNTING DETAIL ABOVE
FINISHED SURFACE
3" x 6" x 3/8" THICK
WITH 7/16" SQ.
HOLES (2 EA.); TYP.
TAMPER RESISTANT
ZINC SPIKE; FOUR (4)
EACH UNIT
MOUNTING DETAIL
2'-10"
1'-8" Ø 1 7/8" STEEL TUBING
18" FLARE
(TYP.)
FACE OF CURB
FACE OF CURB
Page 6
574.64'
W
W
GGGG
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5
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5
6
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6
'
574.64'
54
3.7
6'
PROPOSED BUILDING A
50,000 SF
PROPOSED BUILDING B
58,500 SF
PROPOSED
TRASH
ENCLOSURE
TRANSFORMER
PROPOSED
TRASH
ENCLOSURE
TRANSFORMER
GGGG
GG
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GG
GG
GG
G
G
G
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54
3.7
6'
5
6
1
.
0
6
'
378.23'
6' EXISTING
SIDEWALK
DETENTION AND
WATER QUALITY POND
PROPOSED
RETAINING WALL
WITH RAILING
(HT VARIES 3'-5')
STORAGE
AREA
PROPOSED
FENCE
PROPOSED
GATE
PROPOSED
FENCE
MONUMENT
SIGN; TYP.
EX. 3' PUBLIC DRAINAGE
EASEMENT
REC. NO. 205045363
EX. 20' DRAINAGE
EASEMENT
EX. 50' PUBLIC UTILITY
& DRAINAGE EASEMENT
REC. NO. 205045363
EX. 7.98' PUBLIC
IMPROVEMENTS EASEMENT
REC. NO. 205045363
EX. 8' PUBLIC
IMPROVEMENTS
EASEMENT
REC. NO.
205045363
EXISTING
FENCE
SNOW STORAGE
SNOW
STORAGE
I
N
T
E
R
S
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A
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E
2
4
E PLATTE AVE
I
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S
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A
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2
1
MILTON E PROBY PKWY
AIRPORT RD
I
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A
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2
4
AS
TR
O
ZO
N
B
LV
D
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T
W
I
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G
D
R
S A
CA
DE
MY
B
LV
D
HANCOCK EXPY
E BIJOU ST
PIKES PEAK AVE.
IN
TE
RS
TA
TE
21
LANDSCAPE EDGER
FENCE
PROPOSED STREET SIGN
PROPOSED PROJECT
SIGN (BY OTHERS)
PROPERTY BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
SOD
NATIVE SEED MIX
COBBLE MULCH
PROPOSED LIGHT
PROPOSED UTILITY -
EASEMENT
PROPOSED UTILITY - FIRE
HYDRANT
PROPOSED UTILITY-
WATER LINE
PROPOSED UTILITY -
STORM SEWER
PROPOSED UTILITY -
SANITARY SEWER
LANDSCAPE LEGEND
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20014
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50
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OR
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RA
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CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXX
6 OF 17
1" =
50'
NA
LA
ND
SC
AP
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LA
N
LANDSCAPE SETBACKS
STREET NAME OR ZONE BOUNDARY
STREET
CLASSIFICATION
WIDTH (IN FT.)
REQ./PROV.
LINEAR
FOOTAGE
TREE/FEET
REQUIRED
NO. OF TREES
REQ./PROV.
POWERS BOULEVARD
PRINCIPAL
ARTERIAL ROAD
25' / 25' 561'-0" 1 / 20' 29 / 29
VAPOR TRAIL
NON-ARTERIAL
ROAD
10' / 10' 378' - 3" 1 / 30' 13 / 12
NEWPORT ROAD
NON-ARTERIAL
ROAD
10' / 10' 543' - 8" 1 / 30' 19 / 14
NORTHERN & SOUTHWEST
BOUNDARY
N/A N/A1,109' - 3"
1 / 30' 37 / 32
MOTOR VEHICLE LOTS (MVL)
NUMBER OF
VEHICLE
PROVIDED SPACES
SHADE TREES
(1/15 SPACES)
REQUIRED/PROVIDED
VEHICLE LOT FRONTAGE(S)
LENGTH OF FRONTAGE (FT.)
(EXCLUDING DRIVEWAYS)
2/3 LENGTH OF
FRONTAGE (FT.)
270 18 / 18 VAPOR TRAIL & NEWPORT ROAD 682' - 8" 450' - 6"
1. MOTOR VEHICLE LOT PLANTER: MINIMUM TEN FEET (10') WIDE. MINIMUM THREE-HUNDRED (300) SQUARE FEET. MINIMUM
ONE-HUNDRED FIFTY (150) SQUARE FEET PER TREE WHEN MORE THAN ONE TREE IS PROPOSED FOR A PLANTER.
2. NO SHRUB SUBSTITUTIONS PERMITTED.
3. REQUIRED TREES MAY BE PLANTED IN OTHER SITE CATEGORY AREAS, PROVIDED THEY ARE LOCATED WITHIN FIVE TO EIGHT FEET
(5'-8') OF A PAVED MOTOR VEHICLE LOT, AND TREE SPACING REQUIREMENTS ARE MAINTAINED.
4. SCREEN SHALL BE AT LEAST TWO-THIRDS (
2
3
) OF EACH FRONTAGE OF ANY APPLICABLE MOTOR VEHICLE LOT. SCREENING TO BE
THREE FEET (3') MINIMUM HEIGHT.
1. UP TO TWENTY-FIVE PERCENT (25%) OF THE REQUIRED SETBACK OR STREETSCAPE TREES MAY BE SUBSTITUTED WITH SHRUBS
AND/OR ORNAMENTAL GRASSES.
2. TREE SUBSTITUTIONS: 25% MAXIMUM. ONE (1) TREE = TEN (10) #5 SHRUBS OR TWENTY (20) #1 PERENNIALS.
3. REQUIRED TREES SHALL BE LOCATED WITHIN FIFTY (50) FEET OF THE PROPERTY LINE ADJACENT TO THE STREET OR
NON-STREET BOUNDARY.
INTERNAL LANDSCAPING
NET SITE AREA (SF)
(LESS PUBLIC R.O.W.)
PERCENT MINIMUM INTERNAL
AREA (%)
INTERNAL AREA (SF)
REQUIRED/PROVIDED
INTERNAL TREES (1/500 SF)
REQUIRED/PROVIDED
401,945 SFNONRESIDENTIAL (5%)
20,097 SF / 135,463 SF41 / 20
SHRUB SUBSTITUTES
REQUIRED/PROVIDED
ORNAMENTAL GRASS SUB.
REQUIRED/PROVIDED
INTERNAL PLANT ABBR.
DENOTED ON PLAN
PERCENT GROUND PLAIN
VEG. REQ./PROVIDED
310 / 706* 0 / 212* GDI 75% / 75%
1. UP TO ONE HUNDRED PERCENT (100%) OF REQUIRED TREES
MAY BE SUBSTITUTED BY SHRUBS.
2. SUBSTITUTIONS: ONE (1) TREE = TEN (10) #5 SHRUBS =
TWENTY (20) APPROVED #1 ORNAMENTAL GRASS CLUMPS.
3. MINIMUM SHRUB BED AREA FIFTEEN (15) SQUARE FEET.
4. NET SITE AREA DOESN'T INCLUDE BUFFER SF
5. SHRUB AND ORNAMENTAL GRASS QUANTITIES ARE HIGHER
THAN REQUIRED TO SATISFY SCREENING REQUIREMENTS
FOR PARKING AREAS.
1. SOIL PREPARATION INCLUDES
AMENDMENT, TILLING, AND ANY
NECESSARY DE-COMPACTION OR
EXCAVATION
2. SLOPE PROTECTION, RECLAMATION
AND EROSION CONTROL (CODE 315)
AS NEEDED OVER AND ABOVE SWMP
PERMIT FOR RE-VEGETATION AND
ESTABLISHMENT OF NATIVE SEED (OR
COMPARABLE) WITHIN THE
LANDSCAPE PROCESS.
3. A FINAL LANDSCAPE AND IRRIGATION
PLAN SHALL BE SUBMITTED AND
REVIEWED CONCURRENT WITH THE
BUILDING PERMIT SUBMITTAL AND
APPROVED PRIOR TO ISSUANCE OF A
BUILDING PERMIT.
4. SOIL AMENDMENT: REQUIRED
MINIMUM SOIL AMENDMENT FOR ALL
LANDSCAPE AREAS EQUALS FOUR (4)
CUBIC YARDS (CY)/1000 SQUARE FEET
(SF).
· A-1 ORGANICS (EATON, CO,
970-454-3492) BIOCOMP CLASS 1
COMPOST OR APPROVED EQUAL.
5. RIVER COBBLE: 2"-4" LOCAL RIVER
ROCK (TAN) OVER NONWOVEN
POLYPROPYLENE FILTER FABRIC OR
APPROVED EQUAL.
6. IRRIGATION:
· PERMANENT, UNDERGROUND
IRRIGATION WILL BE INSTALLED IN
ALL LANDSCAPE AREAS.
· NO TURF AREAS AREA PROPOSED.
· CONTROLLER WILL INCLUDE RAIN
SHUT-OFF.
· HYDROZONES WILL BE ON
SEPARATE IRRIGATION ZONES
ACCORDING TO WATER DEMAND.
· IRRIGATION CONSTRUCTION PLANS
WILL BE PREPARED BY A QUALIFIED
PROFESSIONAL.
8. OWNER OR ASSIGNS WILL MAINTAIN
ALL LANDSCAPED AREAS.
9. DECIDUOUS TREES WILL BE PLANTED
A MINIMUM SIX (6) FEET FROM
SIDEWALKS AND PLANTING BEDS.
EVERGREEN TREES WILL BE PLANTED
A MINIMUM 10 FEET FROM SIDEWALKS
AND PLANTING BED EDGES.
DECIDUOUS TREES WILL BE LOCATED
A MINIMUM SIX (6) FEET FROM EDGE
OF BUILDINGS; EVERGREEN TREES A
MINIMUM OF 10 FEET. SHRUBS WILL BE
PLANTED A MINIMUM FOUR (4) FEET
FROM SIDEWALKS, PLANTING BED
EDGES, EDGE OF BUILDINGS OR
ONE-HALF THEIR MATURE WIDTH,
WHICHEVER IS GREATER. SPACING
FOR PLANT PLACEMENT WILL BE
MEASURED FROM THE CENTERLINE
OF THE PLANT.
10. THE LANDSCAPE CONTRACTOR SHALL
COORDINATE WITH THE DESIGN
LANDSCAPE ARCHITECT REGARDING
THE REQUIRED SOIL ANALYSIS
REPORT AND IS RESPONSIBLE FOR
COMPLETING THE SOIL SAMPLING
AND SUBMITTING THE SAMPLES TO A
SOILS TESTING LAB FOR TESTING.
THIS WOULD INCLUDE A SEPARATE
LAB TEST REPORT AND
RECOMMENDATIONS
(AMENDMENT/FERTILIZER AMOUNTS
AND APPLICATION RATES) FOR EACH
TYPE OF PROPOSED LANDSCAPING
(SHRUB BEDS/SOD/NATIVE SEED). THE
SOILS LAB RESULTS AND
RECOMMENDATIONS ARE REQUIRED
TO BE REVIEWED AND APPROVED BY
THE DESIGN LANDSCAPE ARCHITECT
AND THE CITY OF COLORADO
SPRINGS PRIOR TO INSTALLING ANY
LANDSCAPING (PLANTS/SOD/NATIVE
SEED) ONSITE.
VICINITY MAP
SCALE: 1" = 2000'
SCALE: 1" = 50'
SHEET
7
SHEET
9
SHEET
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SHEET
10
JK
/B
B
BB
BB
Page 7
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5
6
1
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0
6
'
574.64'
PROPOSED BUILDING A
50,000 SF
PROPOSED
TRASH
ENCLOSURE
TRANSFORMER
6 - RSG
1 - BCH
1 - BCH
4 - DKS
6 - RSG
1 - BCH
4 - DKS
6 - RSG
6 - RSG
4 - DKS
1 - BCH
1 - BCH
4 - DKS
3 - RSG
5 - FER
8 - DKS
1 - HAC
2 - GLS
3 - BCH
8 - DKS
1 - HAC
12 - RSG
1 - EKC
1 - EKC2 - RHT
1 - EKC
22 - BSG
17 - RSG
64 - DKS
9 - SHC
1 - HAC
5 - RHT
1 - EKC
2 - MUP
2 - EKC
3 - RHT
2 - HAC
1 - HAC
6 - RHT
3 - HAC
3 - SHC
2 - GLS
5 - BCH2 - GLS
3 - SHC
2 - GLS
9 - GLS
7 - BCH
5 - BCH
2 - MUP
6 - SHC
15 - AFD
4 - DKS
8 - RSG
3 - GLS
4 - RSG
13 - DKS
11 - BCH
3 - BCH
1 - IMP
1 - IMP
1 - IMP
1 - IMP
2 - GFT
1 - IMP
1 - IMP
4 - DKS
5
6
1
.
0
6
'
PROPOSED
GATE
PROPOSED
FENCE
MONUMENT
SIGN; TYP.
EX. 3' PUBLIC DRAINAGE
EASEMENT
REC. NO. 205045363
EX. 20' DRAINAGE
EASEMENT
S
O
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(
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S
O
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P
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B
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(
V
A
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I
A
B
L
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W
I
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H
)
SNOW
STORAGE
LANDSCAPE EDGER
FENCE
PROPOSED STREET SIGN
PROPOSED PROJECT
SIGN (BY OTHERS)
PROPERTY BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
SOD
NATIVE SEED MIX
COBBLE MULCH
PROPOSED LIGHT
PROPOSED UTILITY -
EASEMENT
PROPOSED UTILITY - FIRE
HYDRANT
PROPOSED UTILITY-
WATER LINE
PROPOSED UTILITY -
STORM SEWER
PROPOSED UTILITY -
SANITARY SEWER
LANDSCAPE LEGEND
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MD
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20014
108.21.2020
FIR
ST
S
UB
MIT
TA
L T
O C
IT
Y
CA
RR
IE
R W
ES
T 9
50
V
AP
OR
T
RA
IL
CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXX
7 OF 17
1" =
50'
NA
LA
ND
SC
AP
E E
NL
AR
GE
ME
NT
SCALE: 1" = 30'
DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
AG 19 Acer ginnala Amur Maple 1.5" Cal.
CBT 17 Rhamnus cathartica Common Buckthorn 1.5" Cal.
EKC 7 Gymnocladus dioicus ‘Espresso’ Espresso Kentucky Coffee Tree 2" Cal.
HAC 25 Celtis occidentalis Common Hackberry 2.5" Cal.
PS 14 Populus sargentii Plains Cottonwood 1.5" Cal.
EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
BRP 8 Pinus aristata Bristlecone Pine #1
MUP 11 Pinus mugo Mugo Pine 1.5" Cal.
PIN 3 Pinus edulis Pinon Pine 6` Ht.
ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
RHT 6 Crataegus ambigua Russian Hawthorn 1.5" Cal.
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
SHC 72 Cotoneaster lucidus Shiny Cotoneaster #1
DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
AFD2 33 Cornus sericea ‘Farrow’ Arctic Fire Dogwood #5
DKS 253 Caryopteris × clandonensis ‘Dark Knight’ Dark Knight Blue Mist Spirea #5
FER 45 Chamaebatiaria millefolium Fernbush #5
GLS 83 Rhus aromatica `Gro-Low` Gro-Low Fragrant Sumac #5
PM 24 Philadelphus x lemoinei Mock Orange #1
EVERGREEN SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
AND 16 Juniperus horizontalis ‘Youngstown’ Youngstown Juniper #5
BCH 142 Juniperus horizontalis `Blue Chip` Blue Chip Juniper #5
BSG 98 Cytisus purgan ‘Spanish Gold’ Spanish Gold Broom #5
WBL 11 Juniperus scopulorum ‘Wichita Blue’ Wichita Blue Juniper #5
ORNAMENTAL GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE
RSG 202 Panicum virgatum ‘Shenandoah’ Shenandoah Switch Grass #1
GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE
AVG 139 Helictotrichon sempervirens Blue Avena #1
NATIVE PRAIRIE SEED MIX
COMMON NAME SCIENTIFIC NAME PERCENT
Sideoats grama Bouteloua curtipendula
15%
Western wheatgrass Agropyron smithii
28%
Blue grama Bouteloua gracilis
8%
Little bluestem
Schizachyrium scoparium
8%
Slender wheatgrass Elymus trachycaulus
15%
Streambank wheatgrass Elymus lanceolatus
8%
Switchgrass Panicum virgatum
8%
Sand dropseed Sporobolus cryptandrus
3%
Green needelgrass
Nassella viridula 5%
Annual ryegrass
Lolium multiflorum 5%
Total 100%
Seed at 15lbs/acre Broadcast, 7.5lbs/acre drilled
DETENTION BASIN SEED MIX
COMMON NAME SCIENTIFIC NAME PERCENT
Western wheatgrass Agropyron smithii
30%
Alkaligrass
Puccinellia distans 10%
Streambank wheatgrass Elymus lanceolatus
30%
Nebraska sedge
Carex nebrascensis 15%
Meadow sedge Carex granularis
15%
Total 100%
Seed at 15lbs/acre Broadcast, 7.5lbs/acre drilled
JK
/B
B
BB
BB
Page 8
574.64'
W
GG
GG
GG
GG
GG
GG
GG
GG
G
G G543.76'
PROPOSED BUILDING B
58,500 SF
PROPOSED
TRASH
ENCLOSURE
TRANSFORMER
GG
GG
GG
GG
GG
GG
GG
GG
G
G G
2 - BCH
1 - GLS
1 - BCH
4 - DKS
6 - RSG 1 - BCH
4 - DKS
6 - RSG
2 - GLS
1 - GFT
4 - BCH
3 - BCH
8 - DKS
1 - HAC
12 - RSG
1 - EKC
2 - RHT1 - EKC 1 - EKC
2 - RHT1 - EKC
6 - BCH
11 - DKS
1 - GFT
5 - GLS
3 - BCH
8 - DKS
1 - HAC
9 - RSG
1 - BCH
4 - DKS
6 - RSG
3 - RSG
4 - DKS
1 - HAC
1 - BCH
6 - BCH
10 - AVG
4 - DKS
1 - GFT
2 - GLS
1 - BCH
4 - DKS
6 - RSG
10 - BSG
16 - DKS
1 - HAC
1 - HAC
1 - HAC
1 - HAC
7 - BSG
16 - DKS
1 - HAC
1 - HAC
2 - GLS
3 - BCH
1 - HAC
1 - HAC
6 - BSG
8 - DKS
2 - GLS
4 - BCH
3 - SHC
2 - GLS5 - BCH
2 - GLS
3 - SHC2 - GLS5 - BCH
2 - GLS
3 - SHC
12 - GLS
8 - BCH
5 - BCH
1 - IMP
1 - IMP
1 - IMP
1 - GFT
VA
PO
R T
RA
IL
PROPOSED
GATE
PROPOSED
FENCE
EX. 8' PUBLIC
IMPROVEMENTS EASEMENT
EX. 8' PUBLIC
IMPROVEMENTS EASEMENT
REC. NO. 205045363
LANDSCAPE EDGER
FENCE
PROPOSED STREET SIGN
PROPOSED PROJECT
SIGN (BY OTHERS)
PROPERTY BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
SOD
NATIVE SEED MIX
COBBLE MULCH
PROPOSED LIGHT
PROPOSED UTILITY -
EASEMENT
PROPOSED UTILITY - FIRE
HYDRANT
PROPOSED UTILITY-
WATER LINE
PROPOSED UTILITY -
STORM SEWER
PROPOSED UTILITY -
SANITARY SEWER
LANDSCAPE LEGEND
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20014
108.21.2020
FIR
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UB
MIT
TA
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O C
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CA
RR
IE
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50
V
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CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXX
8 OF 17
1" =
50'
NA
LA
ND
SC
AP
E E
NL
AR
GE
ME
NT
SCALE: 1" = 30'
DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
AG 19 Acer ginnala Amur Maple 1.5" Cal.
CBT 17 Rhamnus cathartica Common Buckthorn 1.5" Cal.
EKC 7 Gymnocladus dioicus ‘Espresso’ Espresso Kentucky Coffee Tree 2" Cal.
HAC 25 Celtis occidentalis Common Hackberry 2.5" Cal.
PS 14 Populus sargentii Plains Cottonwood 1.5" Cal.
EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
BRP 8 Pinus aristata Bristlecone Pine #1
MUP 11 Pinus mugo Mugo Pine 1.5" Cal.
PIN 3 Pinus edulis Pinon Pine 6` Ht.
ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
RHT 6 Crataegus ambigua Russian Hawthorn 1.5" Cal.
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
SHC 72 Cotoneaster lucidus Shiny Cotoneaster #1
DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
AFD2 33 Cornus sericea ‘Farrow’ Arctic Fire Dogwood #5
DKS 253 Caryopteris × clandonensis ‘Dark Knight’ Dark Knight Blue Mist Spirea #5
FER 45 Chamaebatiaria millefolium Fernbush #5
GLS 83 Rhus aromatica `Gro-Low` Gro-Low Fragrant Sumac #5
PM 24 Philadelphus x lemoinei Mock Orange #1
EVERGREEN SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
AND 16 Juniperus horizontalis ‘Youngstown’ Youngstown Juniper #5
BCH 142 Juniperus horizontalis `Blue Chip` Blue Chip Juniper #5
BSG 98 Cytisus purgan ‘Spanish Gold’ Spanish Gold Broom #5
WBL 11 Juniperus scopulorum ‘Wichita Blue’ Wichita Blue Juniper #5
ORNAMENTAL GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE
RSG 202 Panicum virgatum ‘Shenandoah’ Shenandoah Switch Grass #1
GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE
AVG 139 Helictotrichon sempervirens Blue Avena #1
JK
/B
B
BB
BB
Page 9
N
E
W
P
O
R
T
R
D
PROPOSED BUILDING A
50,000 SF
5
3
4
.
6
1
'
6 - RSG
1 - BCH
1 - BCH
4 - DKS
6 - RSG
1 - BCH
4 - DKS
6 - RSG
4 - GLS
6 - FER
8 - DKS
2 - WBL
4 - FER
4 - RSG
2 - GFT
6 - BCH
3 - GLS
4 - RSG
3 - WBL 4 - FER
6 - RSG
4 - DKS
1 - BCH
14 - RSG
1 - SHC
4 - BCH
6 - DKS
3 - FER
1 - BCH
4 - DKS
3 - RSG
6 - SHC
5 - FER
12 - AVG
3 - BCH
3 - GLS
7 - AND
5 - SHC
3 - GLS
5 - SHC
5 - BCH
9 - AND
1 - GFT
3 - BCH
3 - SHC
3 - MUP
3 - GLS
1 - HAC
2 - HAC
2 - GFT
1 - GFT
2 - EKC
3 - RHT
1 - HAC
5 - RHT
1 - EKC
2 - MUP
2 - HAC
1 - GFT
5 - BCH
5 - DKS
5 - DKS
3 - WSC
3 - WSC
6 - WSC
3 - WSC
3 - RHT
2 - EKC
1 - EKC
2 - HAC
1 - IMP
1 - IMP
1 - IMP
1 - IMP
1 - IMP
2 - IMP
4 - DKS
6 - AVG
2 - GLS
5 - AVG
2 - MUP
6 - WSC
6 - FER
4 - AVG
5
6
1
.
0
6
'
378.23'
DETENTION AND
WATER QUALITY POND
PROPOSED
RETAINING WALL
WITH RAILING
(HT VARIES 3'-5')
STORAGE
AREA
PROPOSED
FENCE
S
O
U
T
H
P
O
W
E
R
S
B
O
U
L
E
V
A
R
D
(
V
A
R
I
A
B
L
E
W
I
D
T
H
)
EX. 50' PUBLIC UTILITY
& DRAINAGE EASEMENT
REC. NO. 205045363
EX. 7.98' PUBLIC
IMPROVEMENTS EASEMENT
REC. NO. 205045363
EXISTING
FENCE
SNOW
STORAGE
LANDSCAPE EDGER
FENCE
PROPOSED STREET SIGN
PROPOSED PROJECT
SIGN (BY OTHERS)
PROPERTY BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
SOD
NATIVE SEED MIX
COBBLE MULCH
PROPOSED LIGHT
PROPOSED UTILITY -
EASEMENT
PROPOSED UTILITY - FIRE
HYDRANT
PROPOSED UTILITY-
WATER LINE
PROPOSED UTILITY -
STORM SEWER
PROPOSED UTILITY -
SANITARY SEWER
LANDSCAPE LEGEND
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D\sheet sets\developm
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relim
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lan.dw
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HO
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FC
MD
C
MD
C
20014
108.21.2020
FIR
ST
S
UB
MIT
TA
L T
O C
IT
Y
CA
RR
IE
R W
ES
T 9
50
V
AP
OR
T
RA
IL
CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXX
9 OF 17
1" =
50'
NA
LA
ND
SC
AP
E E
NL
AR
GE
ME
NT
SCALE: 1" = 30'
DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
AG 19 Acer ginnala Amur Maple 1.5" Cal.
CBT 17 Rhamnus cathartica Common Buckthorn 1.5" Cal.
EKC 7 Gymnocladus dioicus ‘Espresso’ Espresso Kentucky Coffee Tree 2" Cal.
HAC 25 Celtis occidentalis Common Hackberry 2.5" Cal.
PS 14 Populus sargentii Plains Cottonwood 1.5" Cal.
EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
BRP 8 Pinus aristata Bristlecone Pine #1
MUP 11 Pinus mugo Mugo Pine 1.5" Cal.
PIN 3 Pinus edulis Pinon Pine 6` Ht.
ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
RHT 6 Crataegus ambigua Russian Hawthorn 1.5" Cal.
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
SHC 72 Cotoneaster lucidus Shiny Cotoneaster #1
DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
AFD2 33 Cornus sericea ‘Farrow’ Arctic Fire Dogwood #5
DKS 253 Caryopteris × clandonensis ‘Dark Knight’ Dark Knight Blue Mist Spirea #5
FER 45 Chamaebatiaria millefolium Fernbush #5
GLS 83 Rhus aromatica `Gro-Low` Gro-Low Fragrant Sumac #5
PM 24 Philadelphus x lemoinei Mock Orange #1
EVERGREEN SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
AND 16 Juniperus horizontalis ‘Youngstown’ Youngstown Juniper #5
BCH 142 Juniperus horizontalis `Blue Chip` Blue Chip Juniper #5
BSG 98 Cytisus purgan ‘Spanish Gold’ Spanish Gold Broom #5
WBL 11 Juniperus scopulorum ‘Wichita Blue’ Wichita Blue Juniper #5
ORNAMENTAL GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE
RSG 202 Panicum virgatum ‘Shenandoah’ Shenandoah Switch Grass #1
GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE
AVG 139 Helictotrichon sempervirens Blue Avena #1
JK
/B
B
BB
BB
Page 10
GGGG
GG
GG
G
N
E
W
P
O
R
T
R
D
PROPOSED BUILDING B
58,500 SF
GGGG
GG
GG
G
3 - MUP
7 - SHC
3 - PIN
6 - FER
15 - DKS
10 - DKS
3 - SHC
5 - FER
9 - AVG
5 - BCH
11 - AVG
3 - GLS
8 - FER
4 - BCH
9 - AVG
4 - GLS
6 - FER
8 - DKS
4 - GLS
5 - BCH
3 - SHC
8 - BSG
6 - BCH
12 - DKS
8 - RSG
3 - GLS
4 - BCH
16 - DKS
7 - BSG
1 - HAC
1 - HAC
2 - GFT
3 - EKC
1 - HAC
1 - HAC
2 - GFT
1 - GFT
1 - HAC
1 - IMP
7 - AVG
6 - AVG
6 - WSC
4 - AVG
543.76'
378.23'
378.23'
VA
PO
R T
RA
IL
N
E
W
P
O
R
T
R
D
6' EXISTING
SIDEWALK
EX. 8' PUBLIC
IMPROVEMENTS EASEMENT
REC. NO. 205045363
SNOW
STORAGE
LANDSCAPE EDGER
FENCE
PROPOSED STREET SIGN
PROPOSED PROJECT
SIGN (BY OTHERS)
PROPERTY BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
SOD
NATIVE SEED MIX
COBBLE MULCH
PROPOSED LIGHT
PROPOSED UTILITY -
EASEMENT
PROPOSED UTILITY - FIRE
HYDRANT
PROPOSED UTILITY-
WATER LINE
PROPOSED UTILITY -
STORM SEWER
PROPOSED UTILITY -
SANITARY SEWER
LANDSCAPE LEGEND
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MD
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20014
108.21.2020
FIR
ST
S
UB
MIT
TA
L T
O C
IT
Y
CA
RR
IE
R W
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T 9
50
V
AP
OR
T
RA
IL
CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXX
10 OF 17
1" =
50'
NA
LA
ND
SC
AP
E E
NL
AR
GE
ME
NT
SCALE: 1" = 30'
DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
AG 19 Acer ginnala Amur Maple 1.5" Cal.
CBT 17 Rhamnus cathartica Common Buckthorn 1.5" Cal.
EKC 7 Gymnocladus dioicus ‘Espresso’ Espresso Kentucky Coffee Tree 2" Cal.
HAC 25 Celtis occidentalis Common Hackberry 2.5" Cal.
PS 14 Populus sargentii Plains Cottonwood 1.5" Cal.
EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
BRP 8 Pinus aristata Bristlecone Pine #1
MUP 11 Pinus mugo Mugo Pine 1.5" Cal.
PIN 3 Pinus edulis Pinon Pine 6` Ht.
ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE
RHT 6 Crataegus ambigua Russian Hawthorn 1.5" Cal.
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
SHC 72 Cotoneaster lucidus Shiny Cotoneaster #1
DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
AFD2 33 Cornus sericea ‘Farrow’ Arctic Fire Dogwood #5
DKS 253 Caryopteris × clandonensis ‘Dark Knight’ Dark Knight Blue Mist Spirea #5
FER 45 Chamaebatiaria millefolium Fernbush #5
GLS 83 Rhus aromatica `Gro-Low` Gro-Low Fragrant Sumac #5
PM 24 Philadelphus x lemoinei Mock Orange #1
EVERGREEN SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE
AND 16 Juniperus horizontalis ‘Youngstown’ Youngstown Juniper #5
BCH 142 Juniperus horizontalis `Blue Chip` Blue Chip Juniper #5
BSG 98 Cytisus purgan ‘Spanish Gold’ Spanish Gold Broom #5
WBL 11 Juniperus scopulorum ‘Wichita Blue’ Wichita Blue Juniper #5
ORNAMENTAL GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE
RSG 202 Panicum virgatum ‘Shenandoah’ Shenandoah Switch Grass #1
GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE
AVG 139 Helictotrichon sempervirens Blue Avena #1
JK
/B
B
BB
BB
Page 11
W
W
G
GG
GG
GG
G
G
GG
GG
GG
G
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MD
C
20014
108.21.2020
FIR
ST
S
UB
MIT
TA
L T
O C
IT
Y
CA
RR
IE
R W
ES
T 9
50
V
AP
OR
T
RA
IL
CARRIER WEST 950 VAPOR TRAILDEVELOPMENT PLAN
LOT 2, BLOCK 2, NEWPORT SUBDIVISION FILING NO. 19
SITUATED IN THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 14 SOUTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO
DEVELOPMENT NO. DS DP XX-XXX-XXXXXX
11 OF 17
1" =
50'
NA
LA
ND
SC
AP
E D
ET
AIL
S
B
DECIDUOUS TREE PLANTING DETAIL
D
SHRUB PLANTING DETAIL
C
PERENNIAL/GROUNDCOVER PLANTING DETAIL
E
SCHEMATIC LANDSCAPE DIAGRAM
PLAINS
CLIMATE ZONE
LIMITS OF
DISTURBANCE
1. SEMIARID SHRUBLAND
2. PIÑON-JUNIPER WOODLAND
3. PRAIRIE
4. LOWER ELEVATION RIPARIAN
5. FOOTHILL SHRUBLAND
6. PONDEROSA PINE FOREST
7. UPPER ELEVATION RIPARIAN
8. DOUGLAS-FIR FOREST
PLANT COMMUNITIES
V. VERY LOW (0 TO 7 INCHES PER YEAR)
L. LOW (7 TO 15 INCHES PER YEAR)
M. MODERATE (15 TO 25 INCHES PER YEAR)
H. HIGH (25+ INCHES PER YEAR)
NOTE: HYDROZONES DELINEATED BASED ON
APPENDIX E OF LANDSCAPE POLICY MANUAL.
HYDROZONES
N.T.S.
A
PROP.
BLDG.
3L
3L
2L
PROP.
BLDG.
SCALE:
LANDSCAPE EDGER
3"=1'-0"
MULCH FLUSH WITH
TOP OF EDGER
TOP OF EDGER FLUSH WITH
ADJACENT SIDEWALKS UNLESS
OTHERWISE NOTED
STEEL EDGING
STEEL STAKE
PE
R
SP
EC
IF
IC
AT
IO
NS
NOTES:
· HORIZONTAL ALIGNMENT: INSTALL
STRAIGHT AND CURVED SECTIONS
TRUE TO THE ALIGNMENTS AS
INDICATED, FREE OF WAVES OR BENDS,
USING STRINGS AS GUIDES. FOLLOW
THE MARKED ALIGNMENTS AS PER THE
SITE DRAWINGS. ALLOW THE
LANDSCAPE ARCHITECT TO REVIEW THE
LAYOUT.
· VERTICAL ALIGNMENT: INSTALL
PARALLEL WITH THE FINISHED GRADE.
· REFER TO SPECIFICATIONS FOR EDGING
SIZE, FINISH AND STAKE QUANTITY.
PLANTING
AREA
ADJACENT
CONDITION
SOD, SEED, ETC.
JK
/B
B
BB
BB
