LAND OWNER CERTIFICATION
IN WITNESS WHEREOF: THE AFOREMENTIONED COLA, LLC HAS EXECUTED THESE PRESENTS THIS ____________ DAY OF _____________________
20___ A.D. , A COLORADO LIMITED LIABILITY COMPANY
__________________________________________________
AUTHORIZED AGENT, MANAGER
STATE OF COLORADO )
)SS.
EL PASO COUNTY )
THE ABOVE AND FOREGOING STATEMENT WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF _______________ 20___ A.D. BY
_____________________________________________ WITNESS MY HAND AND SEAL:
___________________________________________________ MY COMMISSION EXPIRES: ______________________________
NOTARY PUBLIC
COUNTY CERTIFICATION
THIS REZONING REQUEST TO PUD HAS BEEN REVIEWED AND FOUND TO BE COMPLETE AND IN ACCORDANCE WITH BOARD RESOLUTION
#___________________AND DATE_______________ APPROVING THE PUD AND ALL APPLICABLE EL PASO COUNTY REGULATIONS.
CHAIR, BOARD OF COUNTY COMMISSIONERS DATE
DIRECTOR, PLANNING AND COMMUNITY DEVELOPMENT DATE
CLERK AND RECORDER CERTIFICATION
STATE OF COLORADO )
)SS.
EL PASO COUNTY )
I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN MY OFFICE ON THIS______ OF _______, 20____ AT __________ O'CLOCK A.M./P.M. AND WAS
RECORDED PER
RECEPTION NO. ________________________.
EL PASO COUNTY CLERK AND RECORDER
P1 PUD TITLE SHEET
P2 PUD PHASE AND KEY MAP
P3-6 PUD DETAILS
P7-12 PUD SITE PLAN
P13-19 PUD GRADING PLANS
P20-24 PUD UTILITY PLANS
SHEET INDEX:
NOTE: TOTAL OPEN SPACE REQUIRED IS 10% OF TOTAL ACREAGE, 117.98 AC X .10 = 11.80 ACRES
TOTAL OPEN SPACE PROVIDED IS 19.1% = 22.476 ACRES
LEGAL DESCRIPTION:
A TRACT OF LAND LOCATED IN A PORTION OF THE WEST 1/2 OF SECTION 9, TOWNSHIP 15 SOUTH, RANGE 65 WEST OF THE 6TH P.M., EL PASO COUNTY,
COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 9; THENCE N00°19'32"W ON THE NORTH-SOUTH 1/4 LINE OF SAID SECTION 9, A DISTANCE OF 1,600.02
FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION;
1) THENCE N90°00'00"W A DISTANCE OF 511.94 FEET TO A POINT OF CURVE TO THE RIGHT;
2) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 690.00 FEET, A DELTA ANGLE OF 14°33'21", AN ARC LENGTH OF 175.29 FEET, WHOSE LONG
CHORD BEARS N82°43'20"W A DISTANCE OF 174.82 FEET;
3) THENCE S14°33'21"W A DISTANCE OF 123.85 FEET;
4) THENCE S12°47'44"W A DISTANCE OF 80.40 FEET TO A POINT OF CURVE TO THE RIGHT;
5) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 20.00 FEET, A DELTA ANGLE OF 92°52'44", AN ARC LENGTH OF 32.42 FEET, WHOSE LONG CHORD
BEARS S59°14'18"W A DISTANCE OF 28.99 FEET TO A POINT OF COMPOUND CURVE TO THE RIGHT;
6) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 915.00 FEET, A DELTA ANGLE OF 00°20'29", AN ARC LENGTH OF 5.45 FEET, WHOSE LONG CHORD
BEARS N74°09'06"W A DISTANCE OF 5.45 FEET;
7) THENCE S15°57'58"W A DISTANCE OF 50.00 FEET TO A NON-TANGENT CURVE TO THE RIGHT;
8) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 965.00 FEET, A DELTA ANGLE OF 06°15'56", AN ARC LENGTH OF 105.53 FEET, WHOSE LONG
CHORD BEARS N70°51'04"W A DISTANCE OF 105.47 FEET;
9) THENCE S00°00'00"W A DISTANCE OF 214.74 FEET;
10) THENCE S88°42'27"W A DISTANCE OF 110.10 FEET;
11) THENCE N01°25'17"W A DISTANCE OF 4.78 FEET;
12) THENCE S88°27'00"W A DISTANCE OF 160.00 FEET;
13) THENCE S00°08'37"W A DISTANCE OF 44.57 FEET;
14) THENCE S02°52'08"W A DISTANCE OF 44.56 FEET;
15) THENCE S05°32'45"W A DISTANCE OF 44.55 FEET;
16) THENCE S08°16'16"W A DISTANCE OF 44.55 FEET;
17) THENCE S10°58'49"W A DISTANCE OF 44.56 FEET;
18) THENCE S13°41'29"W A DISTANCE OF 44.57 FEET;
19) THENCE S17°04'35"W A DISTANCE OF 44.59 FEET;
20) THENCE S19°47'14"W A DISTANCE OF 44.56 FEET;
21) THENCE S22°29'47"W A DISTANCE OF 44.55 FEET;
22) THENCE S25°12'20"W A DISTANCE OF 44.55 FEET;
23) THENCE S27°14'20"W A DISTANCE OF 22.28 FEET;
24) THENCE S29°42'04"W A DISTANCE OF 49.02 FEET;
25) THENCE S35°26'44"W A DISTANCE OF 49.01 FEET;
26) THENCE S36°30'56"W A DISTANCE OF 116.64 FEET;
27) THENCE S32°43'04"W A DISTANCE OF 66.86 FEET;
28) THENCE S14°55'16"W A DISTANCE OF 66.77 FEET;
29) THENCE S00°26'25"E A DISTANCE OF 193.86 FEET;
30) THENCE S90°00'00"W A DISTANCE OF 159.90 FEET;
31) THENCE S00°00'00"E A DISTANCE OF 13.82 FEET;
32) THENCE S89°33'35"W A DISTANCE OF 110.00 FEET;
33) THENCE N00°26'25"W A DISTANCE OF 12.59 FEET;
34) THENCE S89°33'35"W A DISTANCE OF 160.00 FEET;
35) THENCE S00°26'25"E A DISTANCE OF 55.00 FEET TO A POINT OF CURVE TO THE RIGHT;
36) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 20.00 FEET, A DELTA ANGLE OF 90°00'00", AN ARC LENGTH OF 31.42 FEET, WHOSE LONG CHORD
BEARS S44°33'35"W A DISTANCE OF 28.28 FEET;
37) THENCE S89°33'35"W A DISTANCE OF 358.00 FEET TO A POINT OF CURVE TO THE RIGHT;
38) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 27.00 FEET, A DELTA ANGLE OF 89°57'15", AN ARC LENGTH OF 42.39 FEET, WHOSE LONG CHORD
BEARS N45°27'48"W A DISTANCE OF 38.17 FEET;
39) THENCE N00°29'10"W A DISTANCE OF 20.98 FEET;
40) THENCE S89°30'50"W A DISTANCE OF 224.98 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF HIGHWAY 21, AS RECORDED IN BOOK 5307 AT PAGE
1472 OF THE RECORDS OF SAID EL PASO COUNTY;
41) THENCE N00°29'10"W ON SAID RIGHT-OF-WAY LINE, A DISTANCE OF 1,691.70 FEET;
42) THENCE S90°00'00"E A DISTANCE OF 515.00 FEET;
43) THENCE N00°00'00"E A DISTANCE OF 148.75 FEET TO A NON-TANGENT CURVE TO THE LEFT;
44) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 260.00 FEET, A DELTA ANGLE OF 13°32'37", AN ARC LENGTH OF 61.46 FEET, WHOSE LONG
CHORD BEARS N28°47'53"E A DISTANCE OF 61.32 FEET;
45) THENCE N22°01'36"E A DISTANCE OF 538.12 FEET TO A POINT OF CURVE TO THE RIGHT;
46) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 410.00 FEET, A DELTA ANGLE OF 52°19'12", AN ARC LENGTH OF 374.39 FEET, WHOSE LONG
CHORD BEARS N48°11'12"E A DISTANCE OF 361.52 FEET;
47) THENCE N74°20'48"E A DISTANCE OF 525.87 FEET;
48) THENCE N15°39'12"W A DISTANCE OF 470.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF BRADLEY ROAD AS RECORDED IN BOOK 5307 AT
PAGE 1472 OF THE RECORDS OF SAID EL PASO COUNTY;
THE FOLLOWING THREE (3) COURSES FOLLOW SAID SOUTHERLY RIGHT-OF-WAY LINE:
49) THENCE N74°20'48"E A DISTANCE OF 385.15 FEET TO A POINT OF CURVE TO THE RIGHT;
50) THENCE ON THE ARC OF SAID CURVE, HAVING A RADIUS OF 2,759.79 FEET, A DELTA ANGLE OF 15°09'41", AN ARC LENGTH OF 730.29 FEET, WHOSE LONG
CHORD BEARS N81°55'39"E A DISTANCE OF 728.16 FEET;
51) THENCE N89°30'29"E A DISTANCE OF 3.77 FEET TO A POINT ON THE NORTH-SOUTH 1/4 LINE OF SAID SECTION 9;
52) THENCE S00°19'32"E A DISTANCE OF 2,038.35 FEET TO THE POINT OF BEGINNING.
THE ABOVE TRACT OF LAND CONTAINS 5,139,369 SQUARE FEET OR 117.984 ACRES, MORE OR LESS.
PROPOSED LAND USE:
CURRENT LAND USE:
LAND USE:
PROPOSED ZONING:
VACANT/ UNDEVELOPED
SINGLE-FAMILY RESIDENTIAL; PUBLIC & PRIVATE STREETS; LANDSCAPE SETBACKS; PARKS/ OPEN
SPACE; TRAIL CORRIDORS; UTILITY EASEMENTS; DRAINAGE & DETENTION FACILITIES; SIGNAGE
PUD (PLANNED UNIT DEVELOPMENT)
GENERAL PROVISIONS:
STATEMENT OF INTENT: THE PURPOSE OF THIS PUD (PLANNED UNIT DEVELOPMENT) PLAN IS TO PROVIDE FOR SINGLE-FAMILY RESIDENTIAL UNITS
FOR THE TRAILS AT ASPEN RIDGE DEVELOPMENT PROJECT.
AUTHORITY: THIS PUD IS AUTHORIZED BY CHAPTER 4 OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED, ADOPTED PURSUANT
TO THE COLORADO PLANNED UNIT DEVELOPMENT ACT OF 1972, AS AMENDED.
APPLICABILITY: THE PROVISIONS OF THIS PUD SHALL RUN WITH THE LAND. THE LANDOWNERS, THEIR SUCCESSORS, HEIRS, OR ASSIGNS SHALL
BE BOUND BY THIS DEVELOPMENT PLAN, AS AMENDED AND APPROVED BY THE PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT
DIRECTOR OR BOARD OF COUNTY COMMISSIONERS.
ADOPTION: THE ADOPTION OF THIS DEVELOPMENT PLAN SHALL EVIDENCE THE FINDINGS AND DECISIONS OF THE EL PASO COUNTY BOARD OF
COUNTY COMMISSIONERS THAT THIS DEVELOPMENT PLAN FOR TRAILS AT ASPEN RIDGE IS IN GENERAL CONFORMITY WITH THE EL PASO COUNTY
MASTER PLAN, EL PASO COUNTY POLICY PLAN AND APPLICABLE SMALL AREA PLAN(S); IS AUTHORIZED UNDER THE PROVISION OF THE EL PASO
COUNTY LAND DEVELOPMENT CODE, AS AMENDED; AND THIS DEVELOPMENT PLAN COMPLIES WITH THE COLORADO PLANNED UNIT
DEVELOPMENT ACT OF 1972, AS AMENDED.
RELATIONSHIP TO COUNTY REGULATIONS: THE PROVISIONS OF THIS DEVELOPMENT PLAN SHALL PREVAIL AND GOVERN THE DEVELOPMENT OF
TRAILS AT ASPEN RIDGE PROVIDED, HOWEVER, THAT WHERE THE PROVISIONS OF THIS DEVELOPMENT PLAN DO NOT ADDRESS A PARTICULAR
SUBJECT, THE RELEVANT PROVISIONS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED AND IN EFFECT AT THE TIME OF THE
PUD PLAN APPROVAL (OR OWNER ACKNOWLEDGE THE PUD CHANGES WITH THE CODE), OR ANY OTHER APPLICABLE RESOLUTIONS OR
REGULATIONS OF EL PASO COUNTY, SHALL BE APPLICABLE.
ENFORCEMENT: TO FURTHER THE MUTUAL INTEREST OF THE RESIDENTS, OCCUPANTS, AND OWNERS OF THE PUD AND OF THE PUBLIC IN THE
PRESERVATION OF THE INTEGRITY OF THIS DEVELOPMENT PLAN, THE PROVISIONS OF THIS PLAN RELATING TO THE USE OF LAND AND THE
LOCATION OF COMMON OPEN SPACE SHALL RUN IN FAVOR OF EL PASO COUNTY AND SHALL BE ENFORCEABLE AT LAW OR IN EQUITY BY THE
COUNTY WITHOUT LIMITATION ON ANY POWER OR REGULATION OTHERWISE GRANTED BY LAW.
CONFLICT: WHERE THERE IS MORE THAN ONE PROVISION WITHIN THE DEVELOPMENT PLAN THAT COVERS THE SAME SUBJECT MATTER, THE
PROVISION WHICH IS MOST RESTRICTIVE OR IMPOSES HIGHER STANDARDS OR REQUIREMENTS SHALL GOVERN.
GENERAL NOTES
INDIVIDUAL UNIT BUILD OUT, DESIGN, AND ARCHITECTURAL STYLE SHALL BE IN ACCORDANCE TO ARCHITECTURAL CONTROL COMMITTEE RULES
AND REGULATIONS OF THE WATERVIEW II METROPOLITAN DISTRICT, AS WELL AS THE TRAILS AT ASPEN RIDGE CCR'S, THE DECLARATION OF
COVENANTS, CONDITIONS AND RESTRICTIONS FOR TRAILS AS ASPEN RIDGE, AND THE TRAILS AT ASPEN RIDGE DESIGN GUIDELINES.
ARCHITECTURAL CONTROL COMMITTEE REVIEW
1. ALL WATER SYSTEM ELEMENTS AND SANITARY SEWERAGE CONVEYANCE CONDUITS AND THEIR ASSOCIATED APPURTENANCES SHALL BE
DEDICATED TO THE WIDEFIELD WATER & SANITATION DISTRICT. ALL OTHER UTILITIES SHALL BE OWNED AS APPROPRIATED.
2. ALL ELECTRIC SERVICE SHALL BE PROVIDED BY MOUNTAIN VIEW ELECTRIC ASSOCIATION. ALL TRACTS THROUGH WHICH MVEA UTILITIES WILL
BE LOCATED WILL BE GIVEN UTILITY EASEMENTS AS REQUIRED.
3. NATURAL GAS SHALL BE PROVIDED BY CITY OF COLORADO SPRINGS.
4. PUBLIC UTILITY/ DRAINAGE EASEMENTS SHALL BE PROVIDED AROUND THE PERIMETER OF ALL LOTS AS FOLLOWS:
A) FRONT: TEN FEET (10')
B) SIDE: FIVE FEET (5')
C) REAR: TEN (10')
E) ALL TRACTS, LANDSCAPE AND DETENTION FACILITIES WILL BE DESIGNATED FOR PUBLIC UTILITIES AS REQUIRED.
5. STREET LIGHTS WILL BE RESTRICTED TO MOUNTAIN VIEW ELECTRIC ASSOCIATIONS DETAILS AND SPECIFICATIONS.
6. SITE LIGHTING WILL MEET THE REQUIREMENTS SET FORTH IN SECTION 6.2.3 OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS
AMENDED, THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE TRAILS AT ASPEN RIDGE DESIGN GUIDELINES.
7. NEW SIDEWALKS WITHIN THE PUBLIC RIGHT OF WAY ARE TO BE 5" THICK AND SUBJECT TO THE DEVELOPER COLLATERALIZING AND
INSTALLING SAID SIDEWALKS AT TIME OF DEVELOPMENT. THE FUTURE LOT OWNER OR BUILDER IS RESPONSIBLE FOR REPAIR OF ANY
DAMAGES AFTER THE INITIAL INSTALLATION.
8. ALL PRIVATELY OWNED OR PRIVATE ACCESS SIDEWALKS WITHIN THE REAR LOADED PRODUCT FINAL PLAT FILINGS WILL BE INSTALLED TO
FOLLOW UNIT CONSTRUCTION.
9. THE MAILBOX KIOSK WILL BE DETERMINED WITH EACH FINAL PLAT AND IN COORDINATION WITH THE U.S. POSTAL SERVICE.
10. GRASS BUFFER BMPS WILL BE MAINTAINED IN ACCORDANCE WITH A PERMANENT BMP AGREEMENT AND EASEMENT AND O&M MANUAL TO BE
RECORDED AT THE TIME OF FINAL PLAT.
11. THIS SERVES AS NOTICE OF POTENTIAL AIRCRAFT OVERFLIGHT AND NOISE IMPACTS ON THIS PROPERTY DUE TO ITS CLOSE PROXIMITY TO AN
AIRPORT, WHICH IS BEING DISCLOSED TO ALL PROSPECTIVE PURCHASERS CONSIDERING THE USE OF THIS PROPERTY FOR RESIDENTIAL AND
OTHER PURPOSES. THIS PROPERTY IS SUBJECT TO THE OVERFLIGHT AND ASSOCIATED NOISE OF ARRIVING AND DEPARTING AIRCRAFT
DURING THE COURSE OF NORMAL AIRPORT OPERATIONS. ALL PROPERTY WITHIN THIS SUBDIVISION IS SUBJECT TO A NOTICE OF POTENTIAL
AIRCRAFT OVERFLIGHT AND NOISE IMPACT RECORDED AT RECEPTION NO. 213006737, OF THE RECORDS OF THE EL PASO COUNTY CLERK AND
RECORDER.
12. THE SUBDIVIDER/DEVELOPER HAS FAMILIARIZED ITSELF WITH CURRENT AMERICANS WITH DISABILITIES ACT (ADA) LAWS AND ACCESSIBILITY
STANDARDS AND HAS LAID OUT THE PLAT AND ASSOCIATED GRADING AND CONSTRUCTION PLANS SO THAT ALL SITE ELEMENTS MEET THE
APPLICABLE ADA DESIGN STANDARDS AS PUBLISHED BY THE UNITED STATES DEPARTMENT OF JUSTICE. APPROVAL OF THIS PLAT AND
ASSOCIATED CONSTRUCTION DOCUMENTS BY EL PASO COUNTY DOES NOT ASSURE COMPLIANCE WITH THE ADA OR ANY REGULATIONS OR
GUIDELINES ENACTED OR PROMULGATED UNDER OR WITH RESPECT TO SUCH LAWS. IT IS THE RESPONSIBILITY OF THE DEVELOPER/HOME
BUILDER TO ENSURE ADA ACCESSIBILITY DURING CONSTRUCTION OF THE PRIVATE SIDEWALKS.
1. URBAN PARK IMPROVEMENTS PROVIDED BY THE DEVELOPER MAY BE APPLIED TO PARK LAND DEDICATION AND/ OR FEES WITH REVIEW AND
APPROVAL BY EL PASO COUNTY PARKS. ANY URBAN PARK IMPROVEMENTS WILL BE COORDINATED AT A LATER DATE WITH EL PASO COUNTY.
2. ANY FUTURE PARK SITE LOCATIONS, AMENITIES AND TIMING OF INSTALLATION ARE TO BE DETERMINED WITH FUTURE FILINGS BASED ON
SEQUENCING OF CONSTRUCTION.
2. LANDSCAPING AREAS, TRAILS, PARKS, AMENITIES, COMMON OPEN SPACE, COMMON FENCES AND WALLS, AND COMMON PLANT MATERIAL
SHALL BE OWNED AND MAINTAINED BY THE WATERVIEW II METROPOLITAN DISTRICT.
3. ANY LANDSCAPING WITHIN THE PUBLIC RIGHTS-OF-WAY WILL BE SUBJECT TO A LICENSE AGREEMENT WITH EL PASO COUNTY FOR
OWNERSHIP AND MAINTENANCE RESPONSIBILITIES. LICENSE AGREEMENT RESOLUTION_____________________.
4. NO LANDSCAPING SHALL OBSTRUCT SIGHT DISTANCE TRIANGLES PER ENGINEERING CRITERIA MANUAL REFERENCE 2.3.6.G. THE MINIMUM
HORIZONTAL CLEARANCE FOR SIDEWALKS AROUND UTILITY STRUCTURES, FURNITURE, AND OTHER ENCROACHMENTS SHALL BE 4 FEET OR
GREATER TO PROVIDE SAFE CONDITIONS FOR PEDESTRIANS AND BICYCLISTS PER THE ENGINEERING CRITERIA MANUAL.
5. FINAL ALIGNMENT OF TRAILS TO BE DETERMINED IN THE FIELD BASED ON GRADE, VEGETATION, AND OTHER EXISTING SITE FEATURES.
LANDSCAPE
FLOODPLAIN NOTES:
THIS PROPERTY IS NOT LOCATED WITHIN A DESIGNATED FEMA FLOODPLAIN AS DETERMINED BY THE FLOOD INSURANCE RATE MAP, COMMUNITY
MAP NUMBER '08041C0768G', EFFECTIVE DATE 'DECEMBER 7, 2018'.
TRAILS AT ASPEN RIDGE
PLANNED UNIT DEVELOPMENT
A TRACT OF LAND LOCATED IN A PORTION OF THE WEST 1/2 OF SECTION 9, TOWNSHIP15 SOUTH, RANGE 65 WEST OF THE 6TH P.M., EL PASO COUNTY, COLORADO
CURRENT ZONING: RS-5000 (SINGLE FAMILY RESIDENTIAL)
GEOLOGICAL HAZARDS:
1. A 'SOILS, GEOLOGY AND GEOLOGIC HAZARD REPORT' FOR SPRINGS AT WATERVIEW EAST EL PASO, COUNTY, WAS COMPLETED BY ENTECH
ENGINEERING ON FEBRUARY 21, 2018 AND INCLUDED THE AREA OF DEVELOPMENT PROPOSED WITH THE TRAILS AT ASPEN RIDGE PROJECT. THE
GEOLOGY AND SOILS REPORT FOR SPRINGS AT WATERVIEW EAST WAS APPROVED AS PART OF THE SPRINGS EAST AT WATERVIEW PRELIMINARY
PLAN APPROVED BY THE EL PASO BOARD OF COUNTY COMMISSIONERS ON FEBRUARY 12, 2019. PLANNING AND COMMUNITY DEVELOPMENT FILE
NUMBER SP-17-010. DEVELOPERS AND HOME OWNERS SHOULD BECOME FAMILIAR WITH THIS REPORT AND ITS CONTENTS.
2. THERE ARE NO SIGNIFICANT GEOLOGICAL HAZARDS; HOWEVER, THE POTENTIAL FOR GEOLOGIC HAZARDS OR CONSTRAINTS DO EXISTS RELATED
TO THE POTENTIAL FOR SHALLOW BEDROCK, COLLAPSIBLE SOILS AND/ OR EXPANSIVE SOILS. THESE GEOLOGICAL CONDITIONS ARE
CONSIDERED RELATIVELY COMMON TO THE AREA WITH MITIGATION ACCOMPLISHED BY IMPLEMENTING COMMON ENGINEERING AND
CONSTRUCTION PRACTICES.
3. AREAS OF POTENTIALLY SEASONAL GROUNDWATER WERE OBSERVED IN EASTERN AREAS OF THE SITE. THESE AREAS WILL LIKELY BE MITIGATED
WITH SITE GRADING AND PROPER STORMWATER PLANNING. IN AREAS WHERE HIGH SUBSURFACE MOISTURE CONDITIONS ARE ANTICIPATED
PERIODICALLY, A SUBSURFACE PERIMETER DRAIN WILL BE NECESSARY TO HELP PREVENT THE INTRUSION OF WATER INTO AREAS LOCATED
BELOW GRADE. ADDITIONAL SUBSURFACE SOIL INVESTIGATION IS RECOMMENDED PRIOR TO CONSTRUCTION.
Bradley RdBradley Rd
MARKS
HEFFEL RD
FONTAINE BLVD
MARKS
HEFFEL R
D
FONTAINE BLVD
GO
LDFIELD
DR
GRIN
NELL B
LVD
POWERS BLVD
POW
ERS B
LVD
HIGHWAY 87
I-25
I-25
BIG JOHNSON RESERVOIR
SITE
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PUD TITLE
SHEET
VICINITY MAP:
N.T.S.
*SEE LETTER OF INTENT FOR ADDITIONAL JUSTIFICATION OF PROPOSED MODIFICATIONS TO ECM STANDARDS
PUD MODIFICATION TABLE
(AS PERMITTED BY LDC SECTION 4.2.6.(F)(2)(g))
LDC/ ECM SECTION CATEGORY STANDARD MODIFICATION JUSTIFICATION
LDC SECTION
8.4.4.(A, B, C, D)
PRIVATE STREETS TO PERMIT THE
USE OF PRIVATE
STREETS
ALL STREETS TO
BE PUBLICLY
OWNED &
MAINTAINED
TO PERMIT THE USE OF
PRIVATE STREETS AS ACCESS
DRIVES FOR THE REAR LOADED
LOT STYLE
LDC SECTION
8.4.3.(B2) & ECM
SECTION 2.5.2.(C4)
MID-BLOCK
CROSSINGS
ACCESS RAMPS ON
LOCAL ROADWAYS
SHALL BE SPACED
NO GREATER THAN
600' APART
PROVIDE ACCESS
RAMPS SPACED
FURTHER THAN 600'
APART ALONG BLUE
MINER ST., LAZY
RIDGE DR., & WAGON
HAMMER DR.
PEDESTRIAN ACCESSIBILITY
AND SIDEWALK CONNECTIONS
ARE PROVIDED BY ACCESS
RAMPS ALONG MID-BLOCK
CROSSINGS WHERE
INTERSECTING WITH INTERNAL
TRAIL SYSTEMS.
ECM SECTION
FIGURE 2-14 TYP.
URBAN NON-RES
COLLECTOR
CROSS SECTION
SIDEWALK
LOCATION &
SPACING FROM
BACK OF CURB
REQ. 8' PLANTING
PARKWAY BETWEEN
SIDEWALK AND BACK OF
CURB ALONG LEGACY DR.
PERMIT A CURVILINEAR
SIDEWALK ALONG LEGACY
DRIVE W/ VARYING WIDTH
OF PARKWAY BETWEEN
SIDEWALK AND BACK OF
CURB.
CURVILINEAR SIDEWALK
CREATES A MORE
INTERESTING STREETSCAPE
AND ALLOWS A VARIED
LANDSCAPE DESIGN ALONG
THIS MAIN COLLECTOR
ROADWAY
ECM SECTION
2.2.5.(E)
URBAN LOCAL
ROADWAY ACCESS
SPACING
URBAN LOCAL
ROADWAYS SHALL
NOT INTERSECT
CLOSER THAN 175'
AND SHALL NOT
INTERSECT A
COLLECTOR
CLOSER THAN 200'
TO ALLOW LOCAL RES.
STREETS TO INTERSECT
AT VARYING LENGTHS
LESS THAN 175'.
THE PROPOSED LOTS ARE IN
RESPONSE TO A SHIFT IN
RESIDENTIAL DEMAND FOR
SMALLER LOTS WHICH
CREATES SITUATIONS WHERE
INTERSECTION SPACING
CANNOT BE MET. ALL OTHER
SAFETY CRITERIA HAS BEEN
MET SUCH AS SIGHT VISIBILITY
TRIANGLES.
TS01
SHEET 1 OF 24
BS
JA
GS
SITE DATA TABLE:
TOTAL SITE ACREAGE 117.98 AC
PROPOSED SINGLE-FAMILY DWELLING UNITS 605 D.U.
PROPOSED GROSS DENSITY 5.13 D.U./AC
SITE DATA TABLE:
TYPE OF USE # ACRES PROVIDED % OF PROPERTY
SINGLE FAMILY RESIDENTIAL (605 LOTS) 65.64 AC 55.6%
OPEN SPACE/ LANDSCAPE 22.476 AC 19.1%
PUBLIC STREETS RIGHTS-OF-WAY 26.763 AC 22.7%
PRIVATE STREET RIGHTS-OF-WAY 3.104 AC 2.6%
LEGACY HILL DRIVE RIGHT-OF-WAY (PLATTED WITH FILING 1) 5.004 AC 4.2%
TOTAL 117.984 AC 100.0%
PHASE 2
PHASE 5
PHASE 3
PHASE 1
(NOT A PART)
PHASE 1
(NOT A PART)
101 LOTS
15.004 AC
190 LOTS
41.004 AC
184 LOTS
38.644 AC
B
R
A
D
L
E
Y
R
D
.
2
1
0
' R
.O
.W
.
(
E
X
P
R
E
S
S
W
A
Y
)
PO
WE
RS
B
LV
D.
210' R
.O
.W
.
(F
RE
EW
AY
)
L
E
G
A
C
Y
H
IL
L
D
R
IV
E
8
0
' R
.O
.W
.
(
N
O
N
-
R
E
S
ID
E
N
T
IA
L
C
O
L
L
E
C
T
O
R
-
P
U
B
L
IC
)
(
P
L
A
T
T
E
D
W
IT
H
F
IL
IN
G
N
O
. 1
)
PHASE 2
190 LOTS
41.004 AC
PHASE 4
130 LOTS
20.038 AC
B
R
A
D
L
E
Y
R
D
.
2
1
0
' R
.O
.W
.
(
E
X
P
R
E
S
S
W
A
Y
)
PO
WE
RS
B
LV
D.
210' R
.O
.W
.
(F
RE
EW
AY
)
L
E
G
A
C
Y
H
IL
L
D
R
IV
E
8
0
' R
.O
.W
.
(
N
O
N
-
R
E
S
ID
E
N
T
IA
L
C
O
L
L
E
C
T
O
R
-
P
U
B
L
IC
)
(
P
L
A
T
T
E
D
W
IT
H
F
IL
IN
G
N
O
. 1
)
PHASING PLAN AND SCHEDULE OF DEVELOPMENT:
1. THE TRAILS AT ASPEN RIDGE IS ILLUSTRATING FOUR PHASES BASED UPON COLLECTOR ROADWAYS AND PRODUCT TYPES.
2. THE PHASING IS BASED UPON ANTICIPATED CONSTRUCTION, SEQUENCING OF ROADS AND UTILITIES; HOWEVER, TRAILS AT
ASPEN RANCH MAY BE DEVELOPED INDEPENDENT OF THE PHASING AS OUTLINED PENDING MARKET DEMAND AND ACTUAL
CONSTRUCTION SCHEDULES.
3. THE FIRST PHASE OF CONSTRUCTION IS PROJECTED TO BEGIN IN FALL/ WINTER 2019.
PHASING MAP
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PUD PHASE
AND KEY MAPS
P2
SHEET 2 OF 24
SP06
GR06
UT06
SP01
GR01
UT01
SP03
GR03
UT03
SP02
GR02
UT02
SP04
GR04
UT04
SP05
GR05
UT05
KEY MAP
BS
JA
GS
110.0
35.0
20' REAR
SETBACK
FRONT
GARAGE
20.0
10.0
7' S
ID
E S
ET
BA
CK
GARAGE
FRONT
PA
TIO
PA
TIO
3' S
ID
E S
ET
BA
CK
20.0
10.0
110.0
35.0
GARAGE
GARAGE
FRONT
FRONT
PA
TIO
PA
TIO
DRIVE
DRIVE
DRIVE
20.0
10.0
35.0
110.0
FRONT
FRONT
GARAGE
GARAGE
PA
TIO
PA
TIO
DRIVE
DRIVE
10' FRONT
SETBACK
FENCING
BETWEEN
UNITS
FENCING
BETWEEN
UNITS
FENCING
BETWEEN
UNITS
FENCING
BETWEEN
UNITS
FENCING
BETWEEN
UNITS
FENCING
BETWEEN
UNITS
18.0
DRIVE
18.0
18.0 18.0 18.0 18.0
22'
DRIVE
30'
ROW
5' P.U.E EASEMENT5' P.U.E EASEMENT
5' P.U.E EASEMENT5' P.U.E EASEMENT
5' P.U.E EASEMENT5' P.U.E EASEMENT
22'
DRIVEPROPOSED PRIVATE
STREET (30' R.O.W)
22'
DRIVE
5' P.U.E EASEMENT
LOTS 1 -152, 222 - 230, 285 - 331, 470 - 539
10' C
OR
NE
R LO
T S
ID
E
SE
TB
AC
K
REAR SETBACK 15'
5' S
ID
E S
ET
BA
CK
5' S
ID
E S
ET
BA
CK
5' S
ID
E S
ET
BA
CK
5' P.U.E EASEMENT
LE
NG
TH
VA
RIE
S
WIDTH VARIES
PUBLIC STREET
(50' R.O.W)
REAR SETBACK 15'
5' P.U.E EASEMENT
10' C
OR
NE
R LO
T S
ID
E
SE
TB
AC
K
15' REAR SETBACK
20' FRONT SETBACK
TO GARAGE
15' FRONT SETBACK
5' S
ID
E S
ET
BA
CK
5' S
ID
E S
ET
BA
CK
5' S
ID
E S
ET
BA
CK
5' P.U.E EASEMENT
LE
NG
TH
VA
RIE
S
WIDTH VARIES
PUBLIC STREET
(50' R.O.W)
20' FRONT SETBACK
TO GARAGE
15' FRONT SETBACK
15' REAR SETBACK
5' SIDEWALK
5' SIDEWALK
20' FRONT SETBACK
TO GARAGE
15' FRONT SETBACK
20' FRONT SETBACK
TO GARAGE
15' FRONT SETBACK
5' S
ID
EW
ALK
5' S
ID
EW
ALK
LOTS 332 - 464
10' FRONT
SETBACK
20' REAR
SETBACK
20' REAR
SETBACK
20' REAR
SETBACK
20' REAR
SETBACK
20' REAR
SETBACK
10' FRONT
SETBACK
10' FRONT
SETBACK
10' FRONT
SETBACK
10' FRONT
SETBACK
LOTS 540 - 605
5' P.U.E EASEMENT 5' P.U.E EASEMENT
LE
NG
TH
VA
RIE
S
WIDTH VARIES
PUBLIC STREET OR OPEN
SPACE TRACT
5' SIDEWALK
5' S
ID
EW
ALK
PORCH
PORCH
PORCH
20' REAR
SETBACK
20' REAR
SETBACK
DRIVE DRIVE
20.0 20.0
0' IN
TE
RN
AL S
ID
E S
ET
BA
CK
(S
HA
RE
D P
RO
PE
RT
Y LIN
E)
GARAGE GARAGE
5' S
ID
E S
ET
BA
CK
5' S
ID
E S
ET
BA
CK
10' FRONT SETBACK
10' FRONT SETBACK
OPEN SPACE
TRACT AT
CORNER LOTS
22'
DRIVE
30'
ROW
30'
ROW
30'
ROW
PUBLIC STREET OR OPEN
SPACE TRACT
PUBLIC STREET OR OPEN
SPACE TRACT
PUBLIC STREET OR OPEN
SPACE TRACT
(NO PARKING)
(NO PARKING)
(NO PARKING)
(NO PARKING)
LOTS 153 - 221, 231-284
PROPOSED PRIVATE
STREET (30' R.O.W)
PROPOSED PRIVATE
STREET (30' R.O.W)
(NO PARKING)
(NO PARKING)(NO PARKING)
PROPOSED PRIVATE
STREET (30' R.O.W)
(NO PARKING)
PATIO
PATIO
10' MIN.
SEPARATON
BETWEEN
UNITS,TYP.
10' MIN.
SEPARATON
BETWEEN
UNITS,TYP.
10' MIN.
SEPARATON
BETWEEN
UNITS,TYP.
3' S
ID
E S
ET
BA
CK
7' S
ID
E S
ET
BA
CK
7' S
ID
E S
ET
BA
CK
3' S
ID
E S
ET
BA
CK
3' S
ID
E S
ET
BA
CK
7' S
ID
E S
ET
BA
CK
7' S
ID
E S
ET
BA
CK
3' S
ID
E S
ET
BA
CK
3' S
ID
E S
ET
BA
CK
7' S
ID
E S
ET
BA
CK
1. LOCATION OF PRIVATE 5' WIDE SIDEWALKS TO FRONT ENTRY TO BE DETERMINED BY INDIVIDUAL HOUSE INGRESS/
EGRESS CONFIGURATION.
2. OWNER/ BUILDER TO ENSURE DRIVEWAYS DO NOT CONFLICT WITH PEDESTRIAN RAMP TRANSITIONS.
3. 5' WOOD FENCING PERMITTED BETWEEN UNITS AT THE FRONT AND REAR OF THE HOUSE ONLY. FINAL LOCATION OF
FENCING TO BE DETERMINED BY INDIVIDUAL HOUSE CONFIGURATION.
4. THERE SHALL BE NO FENCING PERMITTED WITHIN THE FRONT YARD SETBACK.
5. 10' MINIMUM SEPARATION BETWEEN MAIN HOUSE STRUCTURES EXCEPT FOR PAIRED PATIO/ DUPLEX STYLE UNITS
THAT SHARE ONE COMMON WALL.
6. 5' PUBLIC UTILITY EASEMENT TO BE PROVIDED ALONG THE FRONTS OF ALL LOTS.
7. ALL SIGHT DISTANCE TRIANGLES MUST BE WITHIN THE PUBLIC RIGHT-OF-WAY OR A SIGHT DISTANCE EASEMENT. IF
THE LINE OF SIGHT CROSSES ONTO PRIVATE PROPERTY, A “SIGHT DISTANCE EASEMENT” SHALL BE DEDICATED TO EL
PASO COUNTY TO PROVIDE THE REQUIRED SIGHT DISTANCE AT TIME OF FINAL PLAT. MAINTENANCE OF A SIGHT
DISTANCE EASEMENT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER OR METROPOLITAN DISTRICT UNLESS
OTHERWISE APPROVED BY THE COUNTY.
8. NO LANDSCAPING SHALL OBSTRUCT SIGHT DISTANCE TRIANGLES PER ENGINEERING CRITERIA MANUAL. THE MINIMUM
HORIZONTAL CLEARANCE FOR SIDEWALKS AROUND UTILITY STRUCTURES, FURNITURE, AND OTHER ENCROACHMENTS
SHALL BE 4 FEET OR GREATER TO PROVIDE SAFE CONDITIONS FOR PEDESTRIANS AND BICYCLISTS PER THE
ENGINEERING CRITERIA MANUAL.
LOT TYPICAL NOTES FOR ALL LOTS:
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
P3
PUD
DETAILS
SHEET 3 OF 24
TYPICAL LOT SETBACK DIAGRAMS
DIMENSIONAL STANDARDS AND GUIDELINES
1. MINIMUM LOT AREA:
A. DWELLING, SINGLE FAMILY: 5,000 SF
2. MAXIMUM PERCENTAGE OF STRUCTURAL COVERAGE OF LOT: NO MAXIMUM
3. MAXIMUM STRUCTURAL HEIGHT: FORTY FEET (40').
4. MINIMUM WIDTH OF LOT AT FRONT BUILDING SETBACK LINE: THIRTY FEET (30').
5. PROJECTIONS INTO SETBACKS ARE GOVERNED BY THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED.
6. SETBACK REQUIREMENTS (SEE DETAILS SHEET 2):
A. FRONT YARD: TWENTY FEET (20') TO FACE OF GARAGE
FIFTEEN FEET (15') TO FACE OF HOUSE
B. SIDE YARD: FIVE FEET (5')
C. REAR YARD: FIFTEEN FEET (15')
D. CORNER YARD (NON-DRIVEWAY SIDE): TEN FEET (10')
7. ACCESSORY STRUCTURE STANDARDS:
A. MAXIMUM ACCESSORY STRUCTURE HEIGHT: TEN FEET (10')
B. SETBACK REQUIREMENTS:
SIDE YARD: FIVE FEET (5')
REAR YARD: FIVE FEET (5')
DIMENSIONAL STANDARDS FOR LOTS 153 - 221, 231 - 284
1. MINIMUM LOT AREA:
A. DWELLING, SINGLE FAMILY: 3,825 SF
2. MAXIMUM PERCENTAGE OF STRUCTURAL COVERAGE: NO MAXIMUM
3. MAXIMUM STRUCTURAL HEIGHT: FORTY FIVE FEET (45').
4. MINIMUM WIDTH OF LOT AT FRONT BUILDING SETBACK LINE: THIRTY FEET (30') OR AS OTHERWISE SHOWN.
5. PROJECTIONS INTO SETBACKS ARE GOVERNED BY THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED.
6. SETBACK REQUIREMENTS (SEE DETAILS SHEET 2):
A. FRONT YARD: TWENTY FEET (20') TO FACE OF GARAGE
FIFTEEN FEET (15') TO FACE OF HOUSE
B. SIDE YARD: FIVE FEET (5')
C. REAR YARD: FIFTEEN FEET (15')
D. CORNER YARD (NON-DRIVEWAY SIDE): TEN FEET (10')
7. ACCESSORY STRUCTURE STANDARDS:
A. MAXIMUM ACCESSORY STRUCTURE HEIGHT: TEN FEET (10')
B. SETBACK REQUIREMENTS:
SIDE YARD: FIVE FEET (5')
REAR YARD: FIVE FEET (5')
DIMENSIONAL STANDARDS FOR LOTS 1 -152, 222 - 230, 285 - 331, 470 - 539
DIMENSIONAL STANDARDS FOR LOTS 332 - 464
1. MINIMUM LOT AREA:
A. DWELLING, SINGLE FAMILY: 3,000 SF
2. MAXIMUM IMPERVIOUS COVERAGE: NO MAXIMUM
3. MAXIMUM STRUCTURAL HEIGHT: FORTY FIVE FEET (45').
4. MINIMUM WIDTH OF LOT AT FRONT BUILDING SETBACK LINE: THIRTY FEET (30') OR AS OTHERWISE SHOWN.
5. PROJECTIONS INTO SETBACKS ARE GOVERNED BY THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED.
6. SETBACK REQUIREMENTS (SEE DETAILS):
FRONT: 10' BUILDING
SIDE: 2' OR 8' PER DETAIL (10' MIN. BETWEEN BUILDINGS)
REAR: 20' SETBACK TO FACE OF GARAGE
CORNER YARD (NON-DRIVEWAY SIDE): TEN FEET (10')
ACCESSORY STRUCTURES:
1. THERE ARE NO ACCESSORY STRUCTURE USES PERMITTED WITHIN THE LOTS 332 - 464.
PRINCIPAL USES:
1. THERE SHALL ONLY BE ONE (1) PRINCIPAL (PRIMARY) USE OF SINGLE-FAMILY RESIDENCE PER LOT.
2. ALLOWED USES INCLUDE: SINGLE FAMILY RESIDENTIAL, TWO FAMILY RESIDENTIAL (APPLIES TO ALL LOTS WITHIN THE PUD), MAIL KIOSKS,
TRAIL CORRIDORS, DEVELOPMENT SIGNAGE, ENTRY MONUMENT SIGNAGE, PEDESTRIAN WALKWAYS, FENCING, UTILITIES, METRO DISTRICT
FACILITIES, STORMWATER FACILITIES, DRAINAGE IMPROVEMENTS, OPEN SPACE AND LANDSCAPE IMPROVEMENTS, PARKS AND ASSOCIATED
PARK RELATED EQUIPMENT.
*PRINCIPAL USES ARE SUBJECT TO THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT, AS AMENDED
ACCESSORY USES:
1. RESIDENTIAL HOME OCCUPATION TO BE PER THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED.
2. RESIDENTIAL DAY CARE TO BE PER THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED.
3. SOLAR ENERGY SYSTEMS PERMITTED FOR PERSONAL USE ONLY AS PART OF THE MAIN STRUCTURE PER THE EL PASO COUNTY LAND
DEVELOPMENT CODE, AS AMENDED.
4. ANIMAL KEEPING OF UP TO 4 PETS (DOGS, CATS OR OTHER DOMESTICATED ANIMALS). THE KEEPING OF HENS, CHICKENS, OR PIGEONS IS
NOT PERMITTED.
5. PERSONAL USE GREEN HOUSE OR GARDEN. GROWING OF MARIJUANA IS NOT PERMITTED.
6. MOTHER-IN-LAW QUARTERS AS PART OF THE MAIN STRUCTURE. ONLY 1 PER LOT.
*ACCESSORY USES ARE SUBJECT TO THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT, AS AMENDED
TEMPORARY USES:
1. MODEL HOME/ SUBDIVISION SALES OFFICE
2. CONSTRUCTION EQUIPMENT AND FIELD OFFICES ONLY WHEN ASSOCIATED WITH A PERMITTED USE
3. YARD OR GARAGE SALES
*TEMPORARY USES ARE SUBJECT TO THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT, AS AMENDED
ACCESSORY STRUCTURES::
1. SHALL BE LIMITED TO TYPICAL RESIDENTIAL STRUCTURES TO INCLUDE STORAGE SHEDS, DECKS (ATTACHED OR DETACHED, COVERED OR
UNCOVERED), GAZEBOS, PATIOS, HOT TUBS/ SPAS, AND POOLS.
2. FENCES, WALLS, OR HEDGES
3. MAILBOXES
4. PERSONAL USE ANTENNAS, RADIO FACILITIES, OR SATELLITE DISHES
5. PERSONAL USE SMALL CELL TOWER
6. DETACHED GUEST HOUSES, DETACHED GARAGES, OR CARPORTS ARE NOT PERMITTED.
7. ACCESSORY STRUCTURES SHALL ONLY BE LOCATED WITHIN THE BACK-YARD AND MUST BE LOCATED BEHIND THE MAIN STRUCTURE. NO
ACCESSORY STRUCTURES WILL BE PERMITTED IN THE FRONT YARD OR IN FRONT OF THE PRIMARY RESIDENCE.
8. NO ACCESSORY STRUCTURES ARE PERMITTED ON LOTS 332 - 464, 540 - 605.
*ACCESSORY STRUCTURES ARE SUBJECT TO THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT, AS AMENDED
SPECIAL USES:
1. CMRS FACILITY (STEALTH) PER THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED.
DEVELOPMENT STANDARDS AND GUIDELINES
DIMENSIONAL STANDARDS FOR LOTS 540 - 605
1. MINIMUM LOT AREA:
A. DWELLING, TWO FAMILY SINGLE FAMILY: 2,500 SF
2. MAXIMUM IMPERVIOUS COVERAGE: NO MAXIMUM
3. MAXIMUM STRUCTURAL HEIGHT: FORTY FIVE FEET (45').
4. MINIMUM WIDTH OF LOT AT FRONT BUILDING SETBACK LINE: THIRTY FEET (30') OR AS OTHERWISE SHOWN.
5. PROJECTIONS INTO SETBACKS ARE GOVERNED BY THE EL PASO COUNTY LAND DEVELOPMENT CODE, AS AMENDED.
6. SETBACK REQUIREMENTS (SEE DETAILS SHEET 2):
FRONT: 10' BUILDING
SIDE: 5' (10' MIN. BETWEEN BUILDINGS)
0' ALONG SHARED WALL/ COMMON PROPERTY LINE
REAR: 20' SETBACK TO FACE OF GARAGE
CORNER YARD (NON-DRIVEWAY SIDE): TEN FEET (10')
ACCESSORY STRUCTURES:
1. THERE ARE NO ACCESSORY STRUCTURE USES PERMITTED WITHIN THE LOTS 540 - 605.
BS
NS
GS
5' WALK TYP.
3
0
' R
.O
.W
.
1
1
'
D
R
IV
E
A
IS
L
E
STRIPING
2
2
.0
0
'
"EPC OPTIONAL
TYPE C" CURB TYP.
P
R
IV
A
T
E
A
L
L
E
Y
1
1
.0
0
'
5' WALK TYP.
30' R
.O
.W
11' DRIVE
AISLE
9'
"EPC OPTIONAL TYPE C" CURB
TYP.
PR
IV
AT
E A
LLE
Y
18.00'
TYPICAL STREET CROSS-SECTIONS
5'
WOOD POST
WOOD PICKETS
FINISHED GRADE
BURIED POST
NOTES:
1. FENCE MATERIAL, COLOR, ETC. TO BE DETERMINED.
2. FENCE TYPE TO BE USED ON ALL INDIVIDUAL LOTS EXCEPT WHERE NOTED.
3. FENCING INSTALLED ON INDIVIDUAL LOTS SHALL OWNED AND MAINTAINED BY
THE INDIVIDUAL PROPERTY OWNER.
5' WOOD FENCE DETAIL
N.T.S.
8' O.C. TYP.
6"x6" CEDAR POST
CEDAR RAILS TYP.
FINISHEDGRADE
5"
42"
WOVEN WIRE MESHPERMITTED ALONGINSIDE OF FENCE
SPLIT RAIL FENCE DETAIL
N.T.S.
6'
FINISHED GRADE
2" THICK
PRE-CAST
CONCRETE CAP
FRONT VIEW: 6' VERTI CRETE PRE-CAST FENCE
12'
PRECAST CONCRETE FENCE,
FINISH TO BE DETERMINED
NOTE:
1. COLUMNS, WALL, STEEL FENCING PER MANUFACTURES SPECIFICATIONS.
2. SUBMIT CUT SHEETS AND SAMPLE PRIOR TO INSTALLATION.
3. FINAL COLOR, TEXTURE AND FINISH TO BE DETERMINED
6' CONCRETE FENCE DETAIL
N.T.S.
2.0%
50' R.O.W.
5' MIN. ATTACHED
SIDEWALK
-2.0%
R/W
2.5'
6" RAMP C&G
EPC OPTIONAL
TYPE C (TYP.)
30' PAVEMENT
ROAD
℄
-2.0%
-2.0%
R/W
SCALE : N.T.S.
TYPICAL SECTION
(URBAN LOCAL ROADWAY)
5' PUBLIC
UTILITY
EASM'T.
5' PUBLIC
UTILITY
EASM'T.
5' MIN. ATTACHED
SIDEWALK
2.5'
2%
80' R.O.W.
2%
R/W
6" C&G
EPC TYPE A
(TYP.)
48' PAVEMENT
ROAD
℄
-2.0%
-2.0%
R/W
TYPICAL SECTION
(URBAN NON-RESIDENTIAL COLLECTOR)
5'
SCALE : N.T.S.
5' DETACHED
SIDEWALK
5'
VARIES
MIN. WIDTH 5'
MAX. WIDTH 24.5'
30' R.O.W.
R/W
22' PAVEMENT
ROAD
℄
-2.0%
R/W
SCALE : N.T.S.
TYPICAL SECTION
(PRIVATE ROADWAY)
5' PUBLIC
UTILITY
EASM'T.
-2.0%
5' PUBLIC
UTILITY
EASM'T.
2.5' 2.5'
12' CENTER
TURN LANE
12'
THROUGH
LANE
6'
SHOULDER
5' DETACHED
SIDEWALK
VARIES
MIN. WIDTH 5'
MAX. WIDTH 24.5'
6" RAMP C&G
EPC OPTIONAL
TYPE C (TYP.)
MIN. 10' MIN. 10'
SANITARY
SEWER
WATER
STORM
MIN. 6'
SEPARATION TO
EDGE OF ASPHALT
MIN. 4'
SEPARATION TO
EDGE OF ASPHALT
MIN
. 5'
MIN
. 6'
MIN
. 2'
MIN. 10' MIN. 10'
SANITARY
SEWER
WATER
STORM
MIN
. 5'
MIN
. 6'
MIN
. 3'
PRE-CAST CONCRETE
FENCE, FINISH TO BE
DETERMINED
2" THICK PRE-CAST
CONCRETE CAP
6'
~
4
:1
S
L
O
P
E
~
4
:1
S
L
O
P
E
2' BERM
FINISHED GRADE
8'
6' CONCRETE NOISE WALL ALONG POWERS BLVD
N.T.S.
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRIVATE STREETS
1. ALL PRIVATE STREETS AS ILLUSTRATED ON THE DRAWINGS WILL BE PRIVATELY OWNED AND MAINTAINED BY THE WATERVIEW II METROPOLITAN DISTRICT.
2. ALL PRIVATE STREETS SHALL BE NAMED TO EL PASO COUNTY STANDARDS.
3. ALL PRIVATE STREETS SHALL BE CONSTRUCTED TO EL PASO COUNTY STANDARDS.
4. ALL HOMES SHALL BE ADDRESSED OFF THE NAMED STREET AT THE REAR OF THE HOME. ADDRESSES FOR ALL LOTS SHALL BE PLACED ON BOTH THE FRONT
AND REAR OF THE BUILDING OR AS DIRECTED BY THE REGIONAL BUILDING DEPARMENT.
5. THERE SHALL BE NO DIRECT LOT ACCESS FROM COLLECTOR STREETS AND ABOVE.
6. THERE SHALL BE NO ON-STREET PARKING PERMITTED ALONG THE PRIVATE ROADWAYS EXCEPT OFF-STREET PARKING AREAS AS SHOWN ON THE DRAWINGS.
PUBLIC STREETS
1. ALL PUBLIC STREETS AS ILLUSTRATED ON THE DRAWINGS SHALL BE NAMED AND CONSTRUCTED TO EL PASO COUNTY STANDARDS, DEDICATED TO EL
PASO COUNTY FOR AND UPON ACCEPTANCE BY EL PASO COUNTY, AND SHALL BE MAINTAINED BY EL PASO COUNTY DEPARTMENT OF TRANSPORTATION.
2. STREETS WITHIN THIS DEVELOPMENT PROVIDE FOR LEVELS OF VEHICULAR CIRCULATION REQUIRED BY THE TRAFFIC STUDY. SIDEWALKS SHALL BE
PROVIDED ON BOTH SIDES OF ALL PUBLIC STREETS AS ILLUSTRATED ON THIS PLAN.
3. PER THE TRAFFIC IMPACT ANALYSIS A NOISE WALL IS REQUIRED ALONG POWERS BLVD.
4. URBAN LOCAL RESIDENTIAL KNUCKLE DESIGN TO BE PER THE EL PASO COUNTY ENGINEERING CRITERIA MANUAL KNUCKLE DETAIL FIGURE SD 2-77.
PUD
DETAILS
P4
SHEET 4 OF 24
BS
NS
GS
PARALLEL RAMP (TYP.) DETAIL
N.T.S.
OFF-STREET GUEST PARKING (TYP.) DETAIL
N.T.S.
RAMP CROSS
SLOPE 2.0% MAX
RAMP RUNNING
SLOPE 8.3% MAX
5
'
M
I
N
.
CURB AND
GUTTER
GUTTER COUNTER
SLOPE 5.0% MAX
5
' M
IN
.
MAIN ENTRANCE SIGN (PLAN VIEW)
SECONDARY SIGN LOCATED IN TRACT C (FRONT VIEW)
2" PRECAST CONCRETE CAP
STONE VENEER BASE
RAISED LETTERING W/ BACK LIGHTING
NATURAL STONE
SIGN FACE
WOOD BEAM
4" PRECAST CONCRETE CAP
BLACK MOUNTING HARDWARE
WOOD BEAM
NTS
NTS
TRAILS at ASPEN RIDGE
MAIN ENTRANCE SIGN LOCATED IN TRACT D (FRONT VIEW)
6' PRECAST CONCRETE
FENCE, SEE DETAIL SHEET P4
4" PRECAST CONCRETE CAP
4" PRECAST CONCRETE CAP
4" PRECAST CONCRETE CAP
STONE VENEER
COLUMN
STONE VENEER
COLUMN
NATURAL STONE
SIGN FACE
2" PRECAST CONCRETE CAP
RAISED LETTERING W/ BACK LIGHTING
STONE VENEER BASE
6' PRECAST CONCRETE
FENCE, SEE DETAIL
SHEET P4
STONE VENEER
COLUMN
2" PRECAST CONCRETE CAP
4" PRECAST CONCRETE CAP
NTS
A MASTER PLANNED COMMUNITY
8'
TRAILS at ASPEN RIDGE
A MASTER PLANNED COMMUNITY
COLUMN DETAIL (FRONT AND SIDE VIEW)
NTS
2" PRECAST CONCRETE CAP
7'-2"
2'-2"
9'-8"
5'-2"
2'-10"
1'
11'
16'
6'6'
7'-8"
13'
10'
7'-8"
8'
3'
7'
5'
23'-3"
17'-10"
8'
70'-7"
5'-8"
4'-4"
6'-6"
5'
3'-4"
4'-4"
8'
5'
13'-10"
23'-7"
22'-2"
5'-4" 13'-5"
1'1'
6"
1'3'1'1'
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PUD
DETAILS
P5
SHEET 5 OF 24
BS
NS
GS
B
R
A
D
L
E
Y
R
D
.
2
1
0
' R
.O
.W
.
(
E
X
P
R
E
S
S
W
A
Y
)
PO
WE
RS
B
LV
D.
210
' R
.O
.W
.
(F
RE
EW
AY
)
4
7
9
1
S
F
2
5
3
3
S
F
4187 SF
2
3
3
0
2
S
F
257397 SF
1318 SF
7121 SF
83315 SF
4401 SF
8888 SF
20763 SF
22258 SF
6277 SF
2118 SF
39115 SF
2410 SF
6
9
4
4
9
S
F
2
7
8
5
8
S
F
3
1
3
7
0
S
F
7899 SF
44054 SF
31856 SF
8885 SF
41
46
3 S
F
41
46
3 S
F
44
05
4 S
F
2488 SF
8892 SF
1472 SF
3
3
9
5
5
S
F
6
9
4
4
9
S
F
6
9
4
4
9
S
F
258181 SF
5
6
2
8
1
S
F
T
R
A
C
T
F
T
R
A
C
T
G
TRACT E
T
R
A
C
T
D
TRACT C
T
R
A
C
T
B
TRACT A
TRACT H
TRACT O
TRACT L
TRACT R
TRACT S
TRACT Q
TRACT P
TRACT V
TRACT BB
TRACT Y
TRACT J
TRACT M
T
R
A
C
T
I
T
R
A
C
T
Z
T
R
A
C
T
A
A
TR
AC
T U
TRACT CC
TRACT W
TRACT X
TRACT T
TR
AC
T U
TR
AC
T W
TRACT DD
TRACT K
T
R
A
C
T
N
T
R
A
C
T
I
T
R
A
C
T
I
L
E
G
A
C
Y
H
IL
L
D
R
IV
E
8
0
' R
.O
.W
.
(
N
O
N
-
R
E
S
ID
E
N
T
IA
L
C
O
L
L
E
C
T
O
R
-
P
U
B
L
IC
)
(
P
L
A
T
T
E
D
W
IT
H
F
IL
IN
G
N
O
. 1
)
TRACT MAP
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PUD
DETAILS
P6
SHEET 6 OF 24
TRACT NOTES:
1. 'X'= DENOTES PERMITTED USE WITHIN DESIGNATED TRACTS
2. TRACT 'W' RESERVED FOR FUTURE RIGHT-OF-WAY USE FOR POSSIBLE CONNECTION TO THE EAST. TRACT 'W' SHALL BE
DEDICATED TO EL PASO COUNTY AT NO COST TO THE COUNTY AT THAT TIME THE CONNECTION IS REQUIRED. IF NO
CONNECTION TO THE EAST IS REQUIRED, THIS TRACT MAY BE CONVERTED TO A LOT FOR USE AS SINGLE FAMILY
RESIDENTIAL PER REVIEW AND APPROVAL OF AN AMENDED PLAT BY EL PASO COUNTY.
BS
JA
GS
TRACT TABLE
TRACT
AREA
(SQUARE FEET)
LANDSCAPE/PARK
OPEN SPACE/TRAIL
SIGNAGE/PUBLIC
IMPROVEMENTS
DRAINAGE/
DETENTION
PRIVATE DRIVE/
ACCESS ROAD
PUBLIC
UTILITIES
WATER PUMP
HOUSE FACILITY
OWNED/MAINTAINED BY
A257,397
X X X X WATERVIEW II METRO DISTRICT
B23,302
X X X X X WIDEFIELD WATER &SANITATION DISTRICT
C4,187
X X X X WATERVIEW II METRO DISTRICT
D56,281
X X X X WATERVIEW II METRO DISTRICT
E258,181
X X X X WATERVIEW II METRO DISTRICT
F
4,791
X X X X WATERVIEW II METRO DISTRICT
G2,533
X X X X WATERVIEW II METRO DISTRICT
H7,121
X X X X WATERVIEW II METRO DISTRICT
I69,449
X X WATERVIEW II METRO DISTRICT
J1,318
X X X X WATERVIEW II METRO DISTRICT
K1,472
X X X X WATERVIEW II METRO DISTRICT
L4,401
X X X X WATERVIEW II METRO DISTRICT
M2,410
X X X X WATERVIEW II METRO DISTRICT
N33,955
X X X X WATERVIEW II METRO DISTRICT
O
83,315
X X X X WATERVIEW II METRO DISTRICT
P8,892
X X WATERVIEW II METRO DISTRICT
Q22,258
X X X X WATERVIEW II METRO DISTRICT
R8,888
X X WATERVIEW II METRO DISTRICT
S20,763
X X X X WATERVIEW II METRO DISTRICT
T8,885
X X WATERVIEW II METRO DISTRICT
U41,463
X X X X WATERVIEW II METRO DISTRICT
V
6,277
X X X X WATERVIEW II METRO DISTRICT
W44,054
X X X X WATERVIEW II METRO DISTRICT
X31,856
X X X X WATERVIEW II METRO DISTRICT
Y39,115
X X X WATERVIEW II METRO DISTRICT
Z27,858
X X X X WATERVIEW II METRO DISTRICT
AA31,370
X X X X WATERVIEW II METRO DISTRICT
BB2,118
X X X X WATERVIEW II METRO DISTRICT
CC7,899
X X X X WATERVIEW II METRO DISTRICT
DD2,488
X X X X WATERVIEW II METRO DISTRICT
TOTAL TRACT AREA: 1,114,298 SF (25.5808 AC)
5
' T
R
A
IL
5' T
RA
IL
110.0'
4
7
9
1
S
F
2
5
3
3
S
F
23302 SF
257397 SF
S89° 33' 35.00"W
332.82'
N89° 33' 35.00"E
455.01'
S0° 26' 25.00"E
417.92'
L =
8 0.18 ,
R=2
0 0 .0 0
Δ=
2 2° 5 8
' 11 "
N
6
7
°
2
8
'
1
4
.
0
8
"
W
3
7
.
3
7
'
L
=
4
01.
67
,
R
=
53
4
.
00
Δ
=
4
3°
05
'
51
"
N0° 26' 25.00"W
201.35'
L
=
2
4
9
.
0
2
,
R
=
3
4
2
.
0
0
Δ
=4
1
°
4
3
'0
5
"
L
=
6
6
6
.
8
8
,
R
=
5
2
3
.
0
0
Δ
=
7
3
°
0
3
'3
1
"
L =1
0 4
.2 4 ,
R
= 2
0 1
.4 4
Δ
=2
9 °3
8 '5
8 "
S0° 26' 25.00"E
230.41'
S89° 33' 35.00"W
293.10'
L
=
8
1
.
6
8
,
R
=
5
2
.0
0
Δ
=
9
0
°
0
0
'
0
0
"
N0° 26' 25.00"W
110.95'
N60° 47' 27.41"W
13.18'
L
=7
5
5
.4
6
,
R
=7
88
.
0
0
Δ
=
5
4
°
5
5
'
4
8
"
N0° 26' 25.00"W
172.88'
5' W
AL
K, T
YP
.
5
'
W
A
L
K
,
T
Y
P
.
5' WALK, TYP.
5' WALK, TYP.
5' W
AL
K, T
YP
.
5' W
AL
K, T
YP
.
5' W
AL
K, T
YP
.
5' W
AL
K, T
YP
.
5
'
W
A
L
K
,
T
Y
P
.
5
'
W
A
L
K
,
T
Y
P
.
T
R
A
C
T
F
T
R
A
C
T
G
TRACT B
TRACT A
11
0'
11
0'
11
0'
11
0'
28.4'
11
0'
11
0'
21.6'
27'
19.64'
10.4'
12.6'
12.6'
12.6'
12.6'
12.6'
1.3'
L6.78
L22.34
L1.47
4
9
'
4
9
.
0
1
'
4
1
.
1
'
5
2
.
8
'
6
6
.
9
'
5
2
.8
'
50
'5
0'
50
.9
'
50
'5
0'
50
'
50
'5
0'
50
'5
0'
L12.05
L3.40
L17'
L13.26
50
'5
0'
50
'3
6.5
'
L50'
L37.95
37
.4
'
37
.4
'3
7.4
'3
7.4
'
110'
110'
110'
110'
110'
111'
1
0
9
.
8
'
1
1
1
.
2
'
1
0
7
'
1
0
7
.
3
'
1
1
0
.
4
'
1
1
0
.
7
'
1
1
0
'
1
0
9
.
5
'
1
0
9
'
1
0
8
.
6
'
1
0
8
.
2
'
1
1
1
.
7
'
1
1
4
.
1
'
1
1
4
.
6
'
1
1
3
.3
'
110.2'
110'
110'
110'
110'
110'
110'
110'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
.
7
'
1
1
0
.
1
'
1
1
0
'
50
'
110'
110'
50
'5
0'
110'
110'
60
'
110'
110'
110'
110'
50
'5
0'
50
'3
4.1
'
123.2'
1
7
4
.
3
'
102.7'
107.9'
L8.60
L16.07
1
1
5
.1
'
86
.7
'
3
2
.
9
'
41.7'
46.8'
86
.7
'
3
2
.
9
'
54.7'
24.6'
29.6'
15.4'
34.6' 20.4'
39.6'
50'60'
86
.7
4'
36.74'
3
2
.
9
'
60.36'55'
55'55'
55' 41.4'
3
3
.
3
'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
83
'
33' 50'50'
50'50'
25.4' 30.36'
3
3
.
7
'
49.8'
50'50'
50'50'
23' 50'
11
0'
11
0'
11
0'
25'25'
11
0'
1
1
1
.
9
'77
.2
'
9
3
.
8
'
3
4
.
7
'
3
0
.7
'
3
2
.
9
'
3
4
.
7
'
47
'4
5.1
9'
47
.8
1'
95'
95'
95'
103.20'
103.20'
103.20'
L49.91'
45'
101.93'
45'
101.89'
45'45'
101.89'
55'
28'
45'
95'
53.09'
L43.48'
95'
96.52'
45'
45.24'
101.13'
50.26'
96.59'
L
3
5
.
2
0
'
L36.62'
45'45' 45'
38.76'
L43.0
2'
50'
45'28.58'38.42'
33.42'
50'
110'
50'
110'
110'
1
1
6
.2
2
'
L
4
8
.
7
1
'
1
1
0
'
L
4
8
.
7
7
'
1
0
9
.
9
6
'
L
4
8
.2
4
'
1
1
0
'
L
4
8
.2
4
'
1
1
0
'
L4
8.2
4'
110'
111.1
4'
1
1
0
.9
0
'
1
1
0
.6
4
'
1
1
0
.3
5
'
1
0
9
.
6
1
'
1
1
0
.
0
2
'
1
1
0
.
7
0
'
L
4
9
.
7
7
'
L
4
9
.
1
4
'
L
4
9
.
4
2
'
1
1
1
.7
1
'
L
4
9
.
7
7
'
L
4
9
.7
8
'
1
1
1
.3
5
'
L
4
8
.8
0
'
111.10'
L48.81'
111.05'
111.20'
45'
1
1
0
.
8
3
'
83'
110'
60'50'
110'
60'
110'
50'
110'
50'
110'
L
4
2
.
3
9
'
110'
43'
110'
60'
60'
110'
50'
60'
60'
50'
110'
50'
110'
110'
50'
40'
50'
50'
65'
110'
1
1
1
.1
8
'
L
3
5
.3
6
'
L
1
3
7
.
8
2
'
L11.24'
L55.89'
L30.0
7'
L
4
9
.8
5
'
41.76'
L19.59'
L24.67'
6.97'
11.68'
2
1
.9
5
'
10.05'
12.72'
1
9
.
9
4
'
L
5
0
'
L
5
0
'
L
5
0
'
L
4
6
.
8
8
'
L
5
4
.
3
6
'
L
5
8
.
4
2
'
L
6
1
.
8
7
'
L
5
0
.
1
6
'
L
5
0
.
8
4
'
L
3
6
.
8
6
'
L
5
0
'
L
6
3
.
7
8
'
L
6
3
.
7
8
'
L
6
3
.
7
8
'
L
6
3
.7
8
'
L62.06'
L50'
L
5
0
'
L
5
0
'
L50'
L
7
5
.
2
3
'
L
8
5
.
7
5
'
L51.60'
23
.0
6'
L18.25'
9.95'
12.74'
5.58'
L
3
8
.
5
5
'
L
3
1
.
1
3
'
L20.34'
L
3
6
.
8
3
'
L8.05'
L
2
7
.
6
6
'
L43.22'
L48.65'
L13.49'
1.35'
L
5
0
.
0
8
'
16.58'
11.58' 6.58'
16.42'
L13.25'
8.39'
L24.67'
15.87'
29.13'
13.57'
5'
L8.23'
38.02'
8.40'
3.15'
L
7
2
.
1
2
'
L87.08'
L58.93'
L
4
2
.
4
1
'
L0.18'
83
.0
2'
70.01'
60
'
L4
2.8
6'
L
3
0
'
L
3
3
.
3
3
'
L11.13'
L20.18'
L19.65'
L10.61'
L
3
3
.
9
2
'
42
.8
1'
45
.1
9'
31
.7
4'
27
.4
6'
3
2
.
8
9
'
79.94'
50
'5
0'
50
'5
0'
50
'
15
3.1
7'
50
.0
9'
50
'5
0'
52
.7
1'
47
'
60
.3
7'
45
'4
5'
39.98'
L
5
1
.6
3
'
L
5
3
.6
4
'
L5
0.6
5'
123.01'
119.24'
1
1
0
.2
5
'
9
6
.0
1
'
44
.5
6'
32.88'
2
2
.6
0
'
4
4
.5
7
'
3
4
.5
1
'
4
4
.
5
9
'
3
1
.
8
3
'
2
4
.
6
1
'
3
6
.
4
8
'
L3
8.2
7'
L29.22'
L
2
8
.7
0
'
L
3
7
.
7
5
'
L
4
8
.
8
8
'
L
5
6
.
8
4
'
L
6
5
.
0
6
'
L
5
7
.
1
3
'
L
5
7
.
1
5
'
L
5
7
.1
8
'
L57.20'
L5
7.2
2'
L
5
0
'
91
.0
8'
10
0'
10
0'
10
0'
10
0'
10
0'
10
0'
L
4
2
.
4
1
'
74.89'
42
.9
9'
13.95'
5910 SF
10323 SF
5108 SF
5489 SF
5500 SF
5500 SF
5500 SF
6600 SF
5500 SF
5500 SF
5505 SF
5500 SF
L
=
8
1
. 6
8
,
R
=
5
2
. 0
0
Δ
=
9
0
°
0
0
'
0
0
"
7431 SF
7544 SF
6880 SF
7712 SF
7222 SF
8271 SF
6258 SF
6238 SF
5500 SF
5500 SF
5500 SF
5500 SF
5500 SF
5500 SF
5500 SF
5501 SF
6673 SF
6594 SF
5549 SF
5500 SF
5500 SF
7928 SF
6388 SF
5548 SF
5774 SF
6444 SF
6330 SF6639 SF
5500 SF5500 SF
6050 SF6050 SF
6050 SF6050 SF
7174 SF
6747 SF
5500 SF5500 SF
5500 SF
8183 SF
6068 SF
5500 SF5500 SF
5500 SF5500 SF
10711 SF
5405 SF
4568 SF
4182 SF
6242 SF
5941 SF
6115 SF
5904 SF
5937 SF
5617 SF
5500 SF
6316 SF
6525 SF
6258 SF
6258 SF
6258 SF
6620 SF
4644 SF
4644 SF
5046 SF
5662 SF
5672 SF
4465 SF
4542 SF
4293 SF
5938 SF
5448 SF
4585 SF
4585 SF
5422 SF
4358 SF
4587 SF
4447 SF
4987 SF
4500 SF
4500 SF
4370 SF
4500 SF
4500 SF 4500 SF
6369 SF
5500 SF5500 SF
7064 SF
9651 SF
5500 SF
5500 SF5500 SF
5500 SF
5500 SF
5500 SF6600 SF
6600 SF
6600 SF
6600 SF
6694 SF
5983 SF
5805 SF
5839 SF
5840 SF
5858 SF
5888 SF
5874 SF
5839 SF
5839 SF
5901 SF
5881 SF
5945 SF
5862 SF
5793 SF
5833 SF
5910 SF
5819 SF
50'
L
6
8
.
4
6
'
44.79'
PO
WE
RS
B
LV
D. 210' R
.O
.W
.
(F
RE
EW
AY
)
WOOD
FENCE
WOOD
FENCE
BEGIN 6'
SOUND
WALL
DETENTION
FACILITY
6' SOUND
WALL
6' SOUND
WALL
25' LA
ND
SC
AP
E S
ET
BA
CK
20' G
AS
LIN
E E
AS
EM
EN
T
20.00
257397 SF
TRACT A
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
COLA LLC
555 MIDDLE CREEK PKWY, SUITE 380COLORADO SPRINGS, CO 80921ZONED (CS RS-5000 CAD-O)
VACANT
COLA LLC
555 MIDDLE CREEK PKWY, SUITE 380COLORADO SPRINGS, CO 80921
ZONED (CS RS-5000 CAD-O)
AG. GRAZING LAND
AP
Z2
Z
ON
E
TURKEY FLAT LANE
50' R.O.W.
(LOCAL RESIDENTIAL - PUBLIC)
S
I
D
E
W
I
N
D
E
R
D
R
I
V
E
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
L
A
Z
Y
R
I
D
G
E
D
R
I
V
E
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
RAINY CREEK TRAIL
50' R.O.W.
(LOCAL RESIDENTIAL - PUBLIC)
TR
IP
LE
T
RE
E LO
OP
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
NATURAL BRIDGE TRAIL
50' R.O.W.
(LOCAL RESIDENTIAL - PUBLIC)
BLU
E M
IN
ER
S
TR
EE
T
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
GO
LD
EN
R
OU
T S
TR
EE
T
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
50' ROW
50'
ROW
50'
ROW
50' ROW
50' ROW
50'
ROW
CROSSPAN
SIGHT
TRIANGLE
S
IG
H
T
D
IS
T
.
E
S
M
N
T
,
5.00
5.0
0
WOOD
FENCE
LOT 254
LOT 184
LOT 256
LOT 255
LOT 267
LOT 270
LOT 264
LOT 265
LOT 268
LOT 266
LOT 269
LOT 237
LOT 240
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 214
LOT 215
LOT 176
LOT 241
LOT 165LOT 166
LOT 167
LOT 174LOT 175
LOT 168
LOT 173LOT 172
LOT 170
LOT 153
LOT 199
LOT 169
LOT 146
LOT 198
LOT 150
LOT 197
LOT 147
LOT 149 LOT 148
LOT 76
LOT 78
LOT 145
LOT 79
LOT 77
LOT 81
LOT 82
LOT 83
LOT 80
LOT 109
LOT 115
LOT 116
LOT 114
LOT 140
LOT 141
LOT 142
LOT 111
LOT 110
LOT 208
LOT 247
LOT 207
LOT 209
LOT 210
LOT 246
LOT 245
LOT 211
LOT 244
LOT 213
LOT 243
LOT 242
LOT 212
LOT 143
LOT 113
LOT 112
LOT 200
LOT 196
LOT 194LOT 195
LOT 152
LOT 193
LOT 151
LOT 189LOT 188
LOT 187
LOT 185
LOT 183LOT 182
LOT 181LOT 180
LOT 178
LOT 190LOT 191
LOT 179
LOT 192
LOT 261
LOT 263
LOT 260
LOT 259
LOT 248
LOT 250
LOT 249
LOT 253
LOT 251
LOT 252
LOT 201
LOT 202
LOT 203
LOT 204
LOT 205
LOT 206
LOT 144
LOT 257
LOT 171
LOT 258
LOT 164
LOT 177
LOT 186
LOT 163
LOT 162
LOT 161
LOT 160
LOT 159
LOT 158
LOT 157
LOT 156
LOT 155
LOT 154
LOT 262
PROPOSED PUMP
HOUSE LOCATION
(APPROX.)
S89° 33' 35.00"W
332.82'
N89° 33' 35.00"E
455.01'
S0
° 2
6' 2
5.0
0"E
41
7.9
2'
L=80.18
,
R
=
2
0
0
.
0
0
Δ=22
°5
8
'1
1
"
L
=
4
0
1
.
6
7,
R
=
5
3
4
.
0
0
Δ
=
4
3
°
0
5
'5
1
"
N0
° 2
6' 2
5.0
0"W
20
1.3
5'
L
=
2
4
9
.
0
2
,
R
=
3
4
2
.
0
0
Δ
=
4
1
°
4
3
'
0
5
"
L
=
6
6
6
.
8
8
,
R
=
5
2
3
.
0
0
Δ
=
7
3
°
0
3
'
3
1
"
L=
10
4
.2
4,
R
=
2
0
1
.
4
4
Δ
=
2
9
°
3
8
'5
8
"
S0
° 2
6' 2
5.0
0"E
23
0.4
1'
S89° 33' 35.00"W
293.10'
L
=
8
1
.
6
8
,
R
=
5
2
.
0
0
Δ
=
9
0
°
0
0
'
0
0
"
N0
° 2
6' 2
5.0
0"W
11
0.9
5'
N60° 47' 27.41"W
13.18'
L
=
7
5
5
.
4
6,
R
=
7
8
8
.0
0
Δ
=
5
4
°
5
5
'
4
8
"
N0
° 2
6' 2
5.0
0"W
17
2.8
8'
L
=
8
1
.
6
8
,
R
=
5
2
.
0
0
Δ
=
9
0
°
0
0
'
0
0
"
S2° 52' 07.71"W, 44.56'
S5° 32' 44.58"W, 44.55'
S8° 16' 15.68"W, 44.55'
S10° 58' 48.68"W
44.56'
S13° 41' 28.60"W
44.57'
S17° 04' 34.53"W
44.59'
S19° 47' 14.45"W
44.56'
S22° 29' 47.44"W
44.55'
S25° 12' 20.48"W
44.55'
S27° 14' 20.44"W
22.28'
S29° 42' 04.41"W
49.02'
S35° 26' 43.74"W
49.01'
S36° 30' 56.41"W
51.07'
S36° 30' 56.41"W
65.58'
S32° 43' 04.28"W
66.86'
S
1
4
°
5
5
' 1
5
.8
9
"
W
, 6
6
.7
7
'
S0
° 2
6' 2
5.0
0"E
, 1
93
.8
6'
N90° 00' 00.00"W, 159.90'
S0° 00' 00.00"E
13.82'
S89° 33' 35.00"W, 110.00'
N0° 26' 25.00"W
12.59'
S89° 33' 35.00"W, 160.00'
S0° 26' 25.00"E, 55.00'
L=31.42, R=20.00
Δ=90°00'00"
S89° 33' 35.00"W, 358.00'
L=42.39, R=27.00
Δ=89°57'15"
N0° 29' 10.00"W
20.98'
S89° 30' 50.00"W, 224.98'
N0
° 2
9' 1
0.0
0"W
, 1
69
1.7
1'
PROPERTY LINE
PROPERTY LINE
SIGHT
TRIANGLE
PROPOSED
ACCESS ROAD
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PUD SITE
PLAN
SP01
SHEET 7 OF 24
BS
JA
GS
KEY MAP
SP06
GR06
UT06
MATCH LINE SEE SHEET 9 - SP03
B
R
A
D
L
E
Y
R
D
.
PO
WE
RS
B
LV
D.
SP01
GR01
UT01
SP03
GR03
UT03
SP02
GR02
UT02
SP04
GR04
UT04
SP05
GR05
UT05
MATCH LINE SEE SHEET 8 - SP02
S0° 08' 36.76"W, 44.57'
2
0
'
L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
5' T
RA
IL
5' T
RA
IL
CRP ENTITLEMENT LCC
31 N TEJON ST STE #500
COLORADO SPRINGS CO 80903-1514
ZONED (CS)
VACANT LAND
5914 SF
109.58'
258181 SF
4187 SF
257397 SF
257397 SF
F
R
O
N
T
S0° 26' 25.00"E
230.41'
N0° 26' 25.00"W
110.95'
L
=
1
2
6
.46
,R
=3
00
.0
0
Δ=
2
4
°0
9'0
9
"
L=
28
7
.
2
4,
R
=
55
0
.0
0
Δ=
2
9
°
55
'2
1"
L=6 5 5 .53 ,
R =7 4 5 .00
Δ =5 0 °2 4 ' 5 4"
N
3
0
°
2
1
'
4
6
.
1
0
"
W
2
8
3
.
8
8
'
L=
81
.68
,
R=5
2.0
0
Δ=
90°
00'0
0"
N
5
9
°
3
8
'
1
3
.9
0
"
E
1
3
6
.0
0
'
L
=81 .
68 ,
R=5
2 .0
0
Δ
=9 0
°0 0
'0 0
"
S
3
0
°
2
1
'
4
6
.
1
0
"
E
1
5
8
.
8
4
'
L
=
8
0
.
5
7
,
R
=
8
0
0
.0
0
Δ
=
5°
4
6
'
1
3"
S
2
4
°
3
5
'
3
3
.
8
4
"
E
1
5
9
.
7
3
'
N
5
9
°
2
9
'
1
2
.7
4
"
E
5
6
5
.5
8
'
N
3
0
°
2
1
'
4
6
.
1
0
"
W
3
1
7
.
9
9
'
N
1
3
°
3
9
' 0
8
.0
6
"W
1
2
8
.
1
6
'
L=
81
.4
5
,
R=
20
0.0
0
Δ=
23°
2
0
'0
5"
L
=5
1
.8
5
,
R
=2
0
0
.
0
0
Δ
=
14
°5
1
'
1
5
"
N
1
5
°
3
9
' 3
2
.7
1
"
W
1
8
2
.
0
6
'
L
=
21
5
. 1
8
, R
=
1
2 0
0
. 0
0
Δ
= 1
0
°1
6
' 2
7
"
N
6
9
°
4
5
'
3
9
.4
9
"E
4
5
6
.1
3
'
S
3
0
°
2
1
'
4
7
.
1
2
"
E
1
0
9
.
3
4
'
N
3
0
°
2
4
'
0
4
.
5
6
"
W
2
7
3
.
1
8
'
N
6
2
°
5
2
'
5
1
.4
3
"
E
8
9
.5
2
'
L
=
22
.7
8
,
R=
2
0
0.0
0
Δ
=
6
°
3
1
'
3
7
"
N22° 11' 09.56"W
30.38'
N
3
0
°
3
0
'
4
7
.
2
6
"
W
4
8
.
9
0
'
5
' W
A
L
K
, T
Y
P
.
5
'
W
A
L
K
,
T
Y
P
.
5' WALK, TYP.
5' W
ALK
, T
YP
.
5' WALK, TYP.
5' WALK, TYP.
5' WALK, TYP.
5
'
W
A
L
K
,
T
Y
P
.
5' W
ALK
, T
YP
.
5
'
W
A
L
K
,
T
Y
P
.
FUTURE PARK
TRACT E
TRACT C
TRACT A
TRACT A
2
8
.
3
'
4
4
.
6
'
9
5
'2
6
.
2
'
3
3
.1
'
7
1
.
7
'
7
0
.
9
'
3
3
.9
'
3
2
.9
'
8
1
.
2
'
2
5
.
9
'
3
3
.9
'
4
5
'
9
5
'
2
6
'
3
4
'
7
1
'
7
1
.
7
'
2
6
.
8
'
3
2
.8
'
5
9
.
6
'
3
0
.
2
'
3
3
'
3
2
.
9
'
3
5
.
7
'
3
9
.1
'
3
2
.
7
'
3
4
.
2
'
3
1
.
9
'
4
8
'
8
.
5
'
4
5
'
1
2
0
.
6
'
4
5
'
1
2
8
.
8
'
3
5
.
7
'
3
2
.9
'
1
2
.
9
'
6
1
.
8
'
3
3
.
3
'
3
2
.
9
'
2
6
.6
'
3
4
.
9
'
3
0
.
4
'
6
5
.9
'
3
8
.2
'
3
4
'
6
7
.
7
'
6
.
3
'
4
0
.4
4
'
51.13'48.06'
L
5
0
.
4
9
'
L
5
0
.
4
9
'
9
5
'
L
5
0
.
4
9
'
9
5
'
9
5
'
9
5
'
4
5
'
5
2
.
5
9
'
9
5
'
9
5
'
9
5
'
4
5
'
4
5
'
9
5
'
9
5
'
9
5
'
4
5
'
5
4
.6
2
'
2
7
.5
2
'
9
4
.9
2
'
9
4
.9
2
'
4
5
'
4
5
'
4
5
'
9
4
.9
5
'
4
5
'
4
5
'
9
5
'
9
4
.9
9
'
4
5
'
4
5
'
4
5
'
4
5
'
9
5
'
9
5
.0
1
'
9
5
.0
1
'
4
5
'
4
5
'
1
1
5
.7
0
'
1
0
9
.9
7
'
1
0
5
.6
4
'
7
5
.
8
8
'
4
5
'
4
5
'
1
1
4
.
6
4
'
1
0
8
.
7
3
'
1
0
5
.
0
4
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
9
5
'
9
5
'
9
5
'
4
5
.
6
8
'
4
5
'
4
5
'
4
5
'
4
5
'
4
7
'
47'
45.19'
47.81'
L28.26'
L42.39'
L
4
2
.3
9
'
4
5
'
4
5
'
L
4
3
.
0
6
'
L
4
5
.
0
6
'
9
5
'
9
5
.
0
2
'
9
5
.
5
5
'
9
8
.
1
3
'
1
0
2
.
6
6
'
1
0
7
.
4
5
'
1
1
2
.
2
8
'
L31.07'
3
8
.
0
4
'
3
7
.
9
5
'
4
7
.
0
8
'
9
5
.
6
3
'
9
6
.
5
1
'
9
6
.
3
6
'
9
6
.
1
6
'
9
6
.
2
0
'
9
6
.2
8
'
9
5
.8
1
'
95.3
3'
95'
95'
95'
95'
L60.41'
L
5
5
.5
6
'
4
5
'
4
5
'
4
5
'
9
5
.
1
5
'
9
5
.
2
6
'
9
5
.
3
7
'
9
5
.
4
8
'
9
5
.
5
9
'
9
5
.
7
0
'
9
4
.
6
2
'
9
3
.
7
4
'
9
4
.
6
4
'
9
7
.
6
0
'
1
0
8
.
4
5
'
107.6
6'
106.20'
103.20'
103.20'
103.20'
9
4
.
8
5
'
4
5
'
9
4
.
7
4
'
4
5
' 9
4
.
6
3
'
4
5
'
9
4
.
5
2
'
4
5
'
9
4
.
4
1
'
4
5
'
9
4
.
3
0
'
L
4
3
.
4
9
'
9
5
'
9
5
'
L
4
3
.
4
9
'
L
4
3
.4
9
'
9
6
.
0
9
'
L
4
3
.4
9
'
9
8
.4
9
'
L47.53'
101.7
8'
L49.91'
101.94'
45'
101.93'
45'
101.89'
45'45'
101.89'
55'
28'
4
5
'
4
5
'
9
5
'
9
5
'
9
5
'
4
5
'
5
0
'
4
5
'
9
5
'
9
5
'
L
3
5
.
2
1
'
8
5
.
2
7
'
4
5
'
3
8
.
2
1
'
L
3
3
.7
5
'
L
3
3
.7
5
'
1
0
4
.
5
4
'
87.61'
9
5
'
3
5
.
9
3
'
4
5
.
0
9
'
1
0
5
.
6
5
'
4
5
.
0
9
'
1
0
6
.
3
6
'
4
5
.
0
9
'
4
5
.
0
9
'
1
0
7
.
0
7
'
9
8
.
1
9
'
L
3
7
.
5
0
'
9
8
.
8
8
6
0
.
4
9
'
51.16'
L37.50'
9
4
.
0
1
'
94.55'
9
3
.
5
2
'
39.69'
4
0
.
4
0
'
1
1
0
.
8
4
'
4
6
.
0
5
'
1
0
1
.
4
2
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
L
4
4
.
9
9
'
9
5
'
5
3
.
0
9
'
L
4
3
.
8
9
'
9
5
'
5
3
.
0
9
'
L
4
3
.
4
8
'
9
5
'
9
5
'
53.09'
L43.48'
95'
53.09'
L43.48'
95'
96.52'
45'
45.24'
101.13'
50.26'
96.59'
L
4
8
.
7
7
'
L
4
8
.2
4
'
1
1
0
'
L
4
8
.2
4
'
1
1
0
'
L48.24'
110'
L48.24'
110'
L48.24'
110'
110'
L
5
0
.0
8
'
113.02'
111.71'
111.62'
111.5
0'
111.33'
111.1
4'
1
1
0
.9
0
'
1
1
0
.6
4
'
5
3
.0
9
'
L
4
3
.4
8
'
L
4
9
.
7
7
'
L
4
9
.7
8
'
1
1
1
.3
5
'
L
4
8
.8
0
'
111.10'
L48.81'
111.05'
L48.80'
111.20'
L48.80'
110.73'
L48.79'
109.6
2'
L49.77'
110'
110'
110'
110.33'
110.08'
110.6
0'
L66.29'
9
5
'
4
4
.
7
6
'
41.76'
L19.59'
L24.67'
6.97'
L18'
L
3
7
.
5
0
'
L24.67'
L
1
7
.6
2
'
4.57'
L
2
1
.
8
8
'
L24.08'
L18.99'
L24.67'
2.73'
L
4
8
.
7
8
'
16.81'
L
4
6
.
0
1
'
19.51'
1
6
.8
1
'
L
7
0
.
6
5
'
L
4
7
.
0
3
'
13.25'
2
6
.8
8
'
5
6
.9
9
'
4
5
'
L8.76'
12.77'
14.67'
L24.99'
L18.50'
L
3
3
.
2
6
'
L
6
5
.
1
2
'
4
5
'
L56.24'
L65.77'
L53.88'
L108.82'
L86.75'
L18.71'
L3.66'
L2.83'
6.53'
10.16'
4.61'
L6.62'
11.68'
2
1
.9
5
'
13.57'
3'
8.22'
19.01'
24.06'
18.22'
3
2
.6
7
'
12.28'
6.74'
5'
L21.31'
18.41'
L12.97'
L23.79'
L19.91'
L10.38'
L5.01'
7.05'
7.31'
L6.53'
2
7
.
4
6
'
1
9
.
2
2
'
4
5
'
4
0
.
8
4
'
4.16'
4
4
.
4
6
'
L0.58'
L6.67'
14.09'
3
0
.
2
3
'
15.46'
L8.23'
38.02'
8.40'
L20.18'
L19.65'
L10.61'
L7.49'
L17.12'
L
5
2
.2
4
'
L
9
5
.
9
0
'
L
4
3
.
8
3
'
4
2
.
8
8
'
4
0
.5
5
'
L10.80'
L
3
3
.
9
2
'
14.69'
42.81'
45.19'
31.74'
27.46'
3
2
.
8
9
'
52.71'
47'
60.37'
45'
45'
32.18'
39.98'
L
5
1
.6
3
'
L
5
3
.6
4
'
L50.65'
110.01'
1
1
5
.
5
2
'
1
1
8
.3
9
'
1
2
0
.6
9
'
122.47'
123.01'
119.24'
1
1
0
.2
5
'
9
6
.0
1
'
L
3
3
.
2
8
'
3
9
.
9
2
'
3
0
.
8
1
'
4
5
'
4
5
'
5
5
.
1
8
'7
1
.
1
3
'
3
3
.9
8
'
15.23'
L6.99'
5
5
.3
9
'
3
1
.4
3
'
L56.36'
L47.95'
48.89'
44.57'
44.56'
32.88'
2
2
.6
0
'
3
4
.5
1
'
L19.95'
3
1
.6
0
'
L
3
2
.6
7
'
L41.38'
L50.43'
L47.32'
L38.27'
L29.22'
L
2
8
.7
0
'
L
3
7
.
7
5
'
L57.23'
L
5
7
.
1
5
'
L
5
7
.1
8
'
L57.20'
L57.22'
L57.24'
L57.25'
L
3
7
.0
8
'
L
3
9
.
0
8
'
L
4
0
.
7
9
'
10.48'
L
5
8
.6
0
'
L58.42'
L54.82'
1.96'
L
3
5
.
0
2
'
L
4
3
.
5
4
'
2
4
.
2
6
'
6.68'
L
4
3
.
5
0
'
L
3
4
.
5
5
'
16.54'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
3
6
.
5
0
'
L42.41'
4
5
.
6
0
'
6
4
.
1
4
'
L
4
2
.
4
1
'
3
6
.
5
0
'
6
3
.
5
0
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
2
2
.
3
8
'
L21.86'
4
4
.
5
8
'
2
7
.1
0
'
3
8
.
2
8
'
4
7
.
8
3
'
4
3
.
9
1
'
1
9
.
8
8
'
L23.95'
8.18'
L
4
2
.
4
1
'
L
3
0
.
1
6
'
L
4
4
.
7
3
'
L
2
9
.
1
6
'
L
2
9
.
8
1
'
L24.67'
18.12'
2
7
.
7
3
'
5
0
'
16.64'
2
8
.
6
1
'
2
7
.
8
2
'
1
7
.
5
8
'
2
7
.
7
7
'
17.63'
1
1
3
.5
0
'
1
2
1
.4
5
'
1
2
1
.4
4
'
L
4
6
.3
2
'
L
4
2
.
4
1
'
9
5
.
1
6
'
L
6
4
.
5
9
'
4275 SF
4370 SF
5059 SF
4923 SF
4942 SF
4580 SF
4354 SF
5578 SF
5292 SF
4275 SF
6905 SF
4480 SF
4462 SF
4684 SF
4967 SF
4671 SF
5301 SF
5745 SF
5093 SF
6930 SF
6947 SF
6912 SF
7792 SF
6556 SF
6806 SF
10697 SF
5405 SF
4568 SF
4182 SF
5539 SF
5637 SF
4466 SF
4466 SF
4644 SF
4644 SF
4275 SF
4275 SF
4274 SF
4272 SF
4271 SF
5025 SF
4275 SF
4275 SF
4275 SF
4778 SF
5026 SF
5286 SF
5078 SF
5336 SF
5465 SF
5371 SF
8125 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4300 SF
4505 SF
5536 SF
5046 SF
4727 SF
4514 SF
4332 SF
5046 SF
5662 SF
5672 SF
6121 SF
6229 SF
6115 SF
6428 SF
4465 SF
4647 SF
4548 SF
4542 SF
4293 SF
4332 SF
4323 SF
4497 SF
4673 SF
4307 SF
4788 SF
4377 SF
4675 SF
4304 SF
4299 SF
4294 SF
4289 SF
4284 SF
5881 SF
5938 SF
5574 SF
5614 SF
4494 SF
4315 SF
4231 SF
4480 SF
5871 SF
4251 SF
4256 SF
4261 SF
4266 SF
4572 SF
4484 SF
4448 SF
4342 SF
4246 SF
5448 SF
4585 SF
4585 SF
5422 SF
5436 SF
4717 SF
4770 SF
4358 SF
4524 SF
5225 SF
4091 SF
4275 SF
4275 SF
4275 SF
5792 SF
7387 SF
4666 SF
4802 SF
6903 SF
4275 SF
4783 SF
4587 SF
4587 SF
4275 SF
4278 SF
4587 SF
4587 SF
4587 SF
4447 SF
4987 SF
6006 SF
5839 SF
5824 SF
5926 SF
5839 SF
5972 SF
5666 SF
5839 SF
5858 SF
5888 SF
5874 SF
5839 SF
5839 SF
5901 SF
5793 SF
5833 SF
5747 SF
5910 SF
5734 SF
5730 SF
5794 SF
5837 SF
4
5
.
0
5
'
44.79'
CONCRETE
SPLIT-RAIL
FENCE
SPLIT-RAIL
FENCE
WOOD
FENCE
CONCRETE
FENCE
WOOD
FENCE
WOOD
FENCE
SECONDARY SIGN
6' SOUND
WALL
DETENTION
WOOD
FENCE
DETENTION
FACILITY
CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
25
' L
AN
DS
CA
PE
S
ET
BA
CK
20
' G
AS
L
IN
E E
AS
EM
EN
T
20.00
APZ1 ZONE
APZ2 ZONE
AP
Z2 Z
ON
E
FUTURE COMMERCIAL ACCESS
(FINAL LOCATION TO BE DETERMINED)
257397 SF
TRACT A
PO
WE
RS
B
LV
D. 210' R
.O
.W
.
(F
RE
EW
AY
)
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
H
E
R
D
H
O
L
L
O
W
P
A
T
H
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
D
R
IN
K
IN
G
H
O
R
S
E
C
O
U
R
T
5
0
' R
.O
.W
. (
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
B
L
U
E
M
I
N
E
R
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
L
IT
T
L
E
B
O
U
L
D
E
R
L
O
O
P
5
0
' R
.O
.W
. (
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
G
O
L
D
E
N
R
O
U
T
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
S
I
D
E
W
I
N
D
E
R
D
R
I
V
E
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
LA
Z
Y
R
ID
G
E
D
R
IV
E
50' R
.O
.W
.
(LO
C
A
L R
E
S
ID
E
N
T
IA
L - P
U
B
LIC
)
BLU
E M
IN
ER
S
TR
EE
T
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
GO
LD
EN
R
OU
T S
TR
EE
T
50
' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
5
0
' R
.O
.W
. (L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
- P
U
B
L
IC
)
FA
LLIN
G R
OC
K D
RIV
E
50' R
.O.W
.
(LO
CA
L R
ES
IDE
NT
IAL -
PU
BLIC
)
50' ROW
50'
ROW
50'
ROW
50'
ROW
50' ROW
50'
ROW
50'
ROW
50'
ROW
50'
ROW
50' ROW
50'
ROW
CROSSPAN
CROSSPAN
S
I
G
H
T
T
R
I
A
N
G
L
E
S
IG
H
T
D
IS
T
.
E
S
M
N
T
,
SIGHT DIST.
ESMNT,
S
IG
H
T
D
IS
T
.
E
S
M
N
T
,
5.00
5.0
0
WOOD
FENCE
LOT 275
LOT 273
LOT 272
LOT 274
LOT 270
LOT 268
LOT 271
LOT 269
LOT 237
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 232
LOT 220
LOT 221
LOT 235
LOT 233
LOT 219
LOT 234
LOT 76
LOT 78
LOT 74
LOT 79
LOT 75
LOT 70
LOT 73
LOT 71
LOT 72
LOT 68
LOT 66
LOT 67
LOT 69
LOT 62
LOT 61
LOT 51
LOT 64
LOT 63
LOT 50
LOT 54
LOT 55
LOT 65
LOT 56
LOT 59
LOT 77
LOT 84
LOT 85
LOT 60
LOT 81
LOT 82
LOT 83
LOT 90
LOT 86
LOT 89
LOT 80
LOT 88
LOT 87
LOT 104
LOT 93
LOT 94
LOT 92
LOT 91
LOT 103
LOT 95
LOT 108
LOT 105
LOT 106
LOT 107
LOT 109
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 102
LOT 123
LOT 124
LOT 125
LOT 119
LOT 120
LOT 121
LOT 122
LOT 115
LOT 116
LOT 117
LOT 118
LOT 114
LOT 136
LOT 137
LOT 138
LOT 139
LOT 140
LOT 141
LOT 142
LOT 131
LOT 132
LOT 133
LOT 134
LOT 135
LOT 129
LOT 130
LOT 229
LOT 228
LOT 227
LOT 226
LOT 225
LOT 224
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 42
LOT 46
LOT 45
LOT 26
LOT 25
LOT 24
LOT 32
LOT 31
LOT 30
LOT 29
LOT 2
LOT 3
LOT 111
LOT 110
LOT 305
LOT 306
LOT 58
LOT 57
LOT 143
LOT 113
LOT 112
LOT 277
LOT 222
LOT 276
LOT 231
LOT 280
LOT 279
LOT 223
LOT 278
LOT 307
LOT 308
LOT 1
LOT 128
LOT 53
LOT 44
LOT 52
LOT 49
LOT 43
LOT 28
LOT 48
LOT 47
LOT 126
LOT 127
LOT 230
LOT 27
S0° 26' 25.00"E
230.41'
N0° 26' 25.00"W
110.95'
L
=
1
2
6
.
4
6
,R
=
3
0
0
.
0
0
Δ
=
2
4
°
0
9
'
0
9
"
L
=
2
8
7
.2
4
,R
=
5
5
0
.
0
0
Δ
=
2
9
°
5
5
'2
1
"
L=655.53
,
R=745.00
Δ=50°24'54"
N
3
0
°
2
1
'
4
6
.
1
0
"
W
2
8
3
.
8
8
'
L
=
8
1
.
6
8
,
R
=
5
2
.
0
0
Δ
=
9
0°0
0
'0
0
"
N
5
9
°
3
8
'
1
3
.
9
0
"
E
1
3
6
.
0
0
'
L
=
8
1.68
,
R
=
5
2
.
0
0
Δ
=
90°
0
0
'
0
0
"
S
3
0
°
2
1
'
4
6
.
1
0
"
E
1
5
8
.
8
4
'
L
=
8
0
.
5
7
,
R
=
8
0
0
.
0
0
Δ
=
5
°
4
6
'
1
3
"
S
2
4
°
3
5
'
3
3
.
8
4
"
E
1
5
9
.
7
3
'
N
5
9
°
2
9
'
1
2
.
7
4
"
E
5
6
5
.
5
8
'
N
3
0
°
2
1
'
4
6
.
1
0
"
W
3
1
7
.
9
9
'
N
1
3
°
3
9
' 0
8
.0
6
"W
1
2
8
.1
6
'
L
=
81.4
5
,
R=
20
0.0
0
Δ=
23
°2
0'0
5
"
8
.0
0
"
L
=
5
1
.
8
5
,
R
=
2
0
0
.
0
0
Δ
=
1
4
°
5
1
'1
5
"
N
1
5
°
3
9
' 3
2
.7
1
"
W1
8
2
.0
6
'
L=
8
1
.6
Δ
=
8
9
L
=
2
1
5
.
1
8
,
R
=
1
2
0
0
.
0
0
Δ
=
1
0
°
1
6
'
2
7
"
N
6
9
°
4
5
'
3
9
.
4
9
"
E
4
5
6
.
1
3
'
S
3
0
°
2
1
'
4
7
.
1
2
"
E
1
0
9
.
3
4
'
N
3
0
°
2
4
'
0
4
.
5
6
"
W
2
7
3
.
1
8
'
N
6
2
°
5
2
'
5
1
.
4
3
"
E
8
9
.
5
2
'
L
=
2
2
.
7
8
,
R
=
2
0
0
.0
0
Δ
=
6
°
3
1
'
3
7
"
N
2
2
°
1
1
'
0
9
.
5
6
"
W
3
0
.
3
8
'
N
3
0
°
3
0
'
4
7
.
2
6
"
W
4
8
.
9
0
'
L=61.46, R=260.00
Δ=13°32'37"
N1° 25' 16.60"W
S88° 27' 00.28"W
, 160.00'
S2° 52' 07.71"W, 44.56'
S5° 32' 44.58"W, 44.55'
S8° 16' 15.68"W, 44.55'
S10° 58' 48.68"W
44.56'
N0° 29' 10.00"W
, 1691.71'
N90° 00' 00.00"E, 515.00'
N0° 00' 00.00"E
, 148.75'
S
I
G
H
T
T
R
I
A
N
G
L
E
PR
OP
ER
TY
LIN
E
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
SHEET 8 OF 24
MATCH LINE SEE SHEET 11 - SP05
MATCH LINE SEE SHEET 10 - SP04
MATCH LINE SEE SHEET 7 - SP01
MA
TC
H LIN
E S
EE
S
HE
ET
9 - S
P03
PUD SITE
PLAN
SP02
BS
JA
GS
KEY MAP
SP06
GR06
UT06
B
R
A
D
L
E
Y
R
D
.
PO
WE
RS
B
LV
D.
SP01
GR01
UT01
SP03
GR03
UT03
SP02
GR02
UT02
SP04
GR04
UT04
SP05
GR05
UT05
S0° 08' 36.76"W, 44.57'
5
'
W
A
L
K
,
T
Y
P
.
2
0
'
L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
2
0
'
L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
20' LANDSCAPE SETBACK
CA
SE
L
IN
DS
AY
J
10
2 E
P
IK
E P
EA
K A
VE
S
TE
2
00
CO
LO
RA
DO
S
PR
IN
GS
C
O 8
09
03
-1
81
8
ZO
NE
D (P
UD
A
O)
AG
. G
RA
ZIN
G LA
ND
109.58'
258181 SF
41
46
3 S
F
F
R
O
N
T
FR
ON
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
FR
ON
T
FRONT
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
RE
AR
RE
AR
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
REAR
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
REAR REAR REARREAR
REARREAR REAR
8892 SF
L =6 5 5
.5 3
,
R=7 4 5.0 0
Δ= 5 0 °2 4 '5 4 "
N
1
3
°
3
9
' 0
8
.0
6
"
W
1
2
8
.1
6
'
L=
81
.
45
,R
=2
00
.
00
Δ=
23
°20
'0
5"
L=
19
2.9
8,
R=1
04
0.0
0
Δ=
10
°
37
'53
"
L=
11
9.
8 6,
R
=
9 4
0
.0 0
Δ
= 7
°18
' 2
1"
N0° 19' 34.31"W
1192.67'
S89° 59' 33.08"E
342.98'
N89° 59' 33.08"W
342.93'
L
=
2 1
5
.1
8
, R
=
1
2 0
0
. 0
0
Δ
= 1
0
°1
6
'2
7
"
N
6
9
°
4
5
'
3
9
.4
9
"E
4
5
6
.1
3
'
L
=
7
3
9
. 6
3
,
R
=
5
7
0
.
0
0
Δ
=
7
4
°
2
0
'
4
8
"
L
=
5
4
6
.
2
6 ,
R
=
4
2
0
.0
0
Δ
=
7
4
°
3
1
'1
4
"
N90° 00' 00.00"W
361.22'
S11° 09' 11.86"W
17.28'
L
=
22
.7
8
,R
=
2
0
0.
0
0
Δ
=
6
°
3
1
'3
7
"
N22° 11' 09.56"W
30.38'
N89° 49' 33.64"E
15.97'
5' WALK,
TYP.
5' WALK, TYP.
5
' W
A
L
K
, T
Y
P
.
5' W
AL
K, T
YP
.
5' WALK, TYP.
5' WALK, TYP.
5' W
AL
K, T
YP
.
5' WALK, TYP.
TRACT P
FUTURE PARK
TRACT E
TR
AC
T U
3
9
.1
'
3
2
.
7
'
2
9
.
1
'
3
4
.
2
'
3
1
.
9
'
4
8
'
8
.
5
'
3
5
.
7
'
1
2
.
9
'
6
1
.
8
'
3
3
.
3
'
3
2
.
9
'
9
.
2
'
3
1
.
9
'
8
1
.
3
'
7
3
.7
'
3
1
.
9
'
3
4
.
9
'
3
0
.4
'
6
5
.9
'
3
8
.2
'
3
4
'
6
7
.
7
'
6
.
3
'
71
.8
'
3
3
'
37.6'45'45'45'45'
71
.7
'
3
2
.
8
'
33.9'
56.5'
71
.6
'
3
3
'
32.7'33.9'
56.5'
32.6'
3
3
'
71
.8
'
3
7
.
8
'
77
'
1
0
.
4
'
71
.7
'
3
2
.
8
'
13.9'
3
2
.
5
'
81
.6
'
1
0
.
9
'
27.6'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
22.8'
3
3
'
36.4'
1
1
'
81
.1
'
10
4.1
'
11.6
'
1
1
'
36.4'27.6'
1
0
.
9
'
35' 35'35' 35'35' 35'
35' 35'35' 35'35' 35'
35' 35'35' 35'35' 35'
95'
95
'
95
'95'
95'
95'
95'
95'
95
'
45'
45'
45'45'
45'
45'
45'45'
1
1
0
'
1
1
0
'
L
4
8
.0
5
'
1
1
0
'
L
4
8
.
0
5
'
L
4
8
.
0
5
'
1
1
0
'
1
1
0
'
1
1
0
'
L
4
8
.
0
5
'
L
4
8
.
0
5
'
1
1
0
'
1
1
0
'
L
4
8
.
0
5
'
L
4
8
.
0
5
'
L
4
8
.
0
5
'
L
4
8
.
0
5
'
1
1
0
'
1
1
0
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
1
1
0
'
L
3
7
.
5
1
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L37.5
1'
1
1
0
'
61.48'
45'
45'
45'
45'
45'
45'
45'
45'
45'
45'
45'
45'
95'
95'
95'
95'
95'
95'
95
'
L44.4
2'
9
5
'
L50.4
9'
9
5
'
L
5
0
.4
9
'
9
5
'
L
5
0
.4
9
'
9
5
'
L
5
0
.
4
9
'
9
5
'
L
5
0
.
4
9
'
L
5
0
.
4
9
'
9
5
'
9
5
'
9
5
'
L
5
0
.
4
9
'
L
5
0
.
4
9
'
L
5
0
.
4
9
'
L
5
0
.
4
9
'
9
5
'
9
5
'
L
5
0
.
4
9
'
L
5
0
.
4
9
'
L
5
0
.
4
9
'
9
5
'
9
5
'
9
5
'
L
5
0
.
4
9
'
9
5
'
9
5
'
9
5
'
4
5
'
45'
45'
95'
45'
45
'
95'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45
'
95'
45'
45
'
95'
95'
45'
45
'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
95'
45'
45'
4
5
'
4
5
'
9
5
'
4
5
'
9
5
'
4
5
'
4
5
'
4
5
'
4
5
'
9
5
'
9
5
.0
1
'
9
5
.0
1
'
45'
45
'
45'
1
1
0
'
110'
110'
110'
110'
113.02'
111.71'
111.62'
111.5
0'
111.33'
111.1
4'
1
1
0
.9
0
'
1
1
0
.6
4
'
L
4
9
.
7
7
'
L
4
9
.7
8
'
1
1
1
.3
5
'
L
4
8
.8
0
'
111.10'
L48.81'
111.05'
L48.80'
111.20'
L48.80'
110.73'
L48.79'
109.6
2'
L49.77'
110'
110'
110'
110.33'
110.08'
110.6
0'
L66.29'
1
6
.8
1
'
L
7
0
.
6
5
'
14.67'
L24.99'
L18.50'
5.41'
5.41'
L
3
3
.
2
6
'
L
3
8
.
6
6
'
L
6
5
.
1
2
'
L
4
7
'
L
4
7
'
L
3
7
.
3
3
'
L48.5
4'
L36.1
5'
L32.2
1'
L56.24'
L65.77'
L55.02'
L3
9.3
2'
L
1
0
4
.
9
6
'
L49.19'
L49.10'
L17.58'
L5
3.8
8'
L108.82'
L86.75'
L18.71'
L3.66'
L2.83'
6.53'
10.16'
4.61'
L6.62'
11.68'
2
1
.9
5
'
L20.18'
L19.65'
L10.61'
L7.49'
L17.12'
L
5
2
.2
4
'
L
9
5
.
9
0
'
L
4
3
.
8
3
'
4
0
.5
5
'
L10.80'
110.01'
L6.99'
5
5
.3
9
'
3
1
.4
3
'
L56.36'
L47.95'
48.89'
44
.5
7'
44
.5
6'
32.88'
2
2
.6
0
'
3
4
.5
1
'
L19.95'
3
1
.6
0
'
L
3
2
.6
7
'
L41.38'
L50.43'
L4
7.3
2'
L3
8.2
7'
L29.22'
L
2
8
.7
0
'
L
3
7
.
7
5
'
L5
7.2
3'
L
5
7
.
1
5
'
L
5
7
.1
8
'
L57.20'
L5
7.2
2'
L57.24'
L57.25'
L43.5
4'
L
4
3
.5
4
'
L
4
3
.5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
3
.
5
4
'
L
4
7
'
L
4
7
'
L
4
7
'
L
4
7
'
L
4
7
'
L
4
7
'
L
4
7
'
L
4
7
'
L47'
L
3
5
'
L
3
5
'
L
3
5
'
L
3
5
'
L
3
5
'
L
3
5
'
L35'
L40'
L
3
5
'
L44.31'
112.5
8'
117.5
9'
125.10'
50
.9
1'
54
.7
3'
54
.6
3'
54
.3
3'
4.78'
L38.30'
4466 SF
5059 SF
5543 SF
4671 SF
4756 SF
3850 SF3850 SF 3850 SF 3850 SF
3850 SF
3850 SF
3779 SF
5301 SF
5543 SF
5745 SF
5398 SF
5319 SF
6930 SF
6947 SF
6912 SF
11224 SF
6263 SF
5944 SF
5743 SF
7792 SF
6556 SF
6806 SF
10697 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4275 SF
4443 SF
4275 SF 4275 SF4275 SF 4275 SF 4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
6006 SF
5839 SF
5824 SF
5926 SF
5839 SF
5972 SF
5666 SF
5839 SF
5858 SF
5888 SF
5874 SF
5839 SF
5839 SF
5901 SF
5793 SF
5833 SF
5747 SF
5910 SF
5734 SF
5730 SF
5794 SF
4648 SF
5837 SF
4275 SF 4275 SF 4275 SF 4274 SF
4274 SF4275 SF4275 SF4275 SF
5072 SF
5124 SF
5124 SF
5069 SF
END
CONCRETE
FENCE
SPLIT-RAIL
FENCE
SPLIT-RAIL
FENCE
START
SPLIT-RAIL
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
SPLIT-RAIL
FENCE
SPLIT-RAIL
FENCE
WOOD
FENCE
COMMUNITY
WIDE MAIL
SHELTER
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
COLA LLC
555 MIDDLE CREEK PKWY, SUITE 380COLORADO SPRINGS, CO 80921
ZONED (CS RS-5000 CAD-O)
VACANT
EXISTING FILING 1
TO REMAIN
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
LEGACY HILL DRIVE
80' R.O.W.
(NON-RESIDENTIAL COLLECTOR- PUBLIC)
(PLATTED WITH FILING NO. 1)
NUTTERBUTTER POINT
30' R.O.W. (PRIVATE)
B
E
A
R
T
R
A
C
K
P
O
I
N
T
3
0
'
R
.
O
.
W
.
(
P
R
I
V
A
T
E
)
R
O
U
N
D
H
O
U
S
E
D
R
IV
E
5
0
' R
.O
.W
.
(
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
BIR
D R
ID
GE
D
RIV
E
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
TURTLE LAKE WAY
50' R.O.W.
(LOCAL RESIDENTIAL - PUBLIC)
D
R
IN
K
IN
G
H
O
R
S
E
C
O
U
R
T
5
0
' R
.O
.W
. (
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
L
E
G
A
C
Y
H
I
L
L
D
R
I
V
E
8
0
'
R
.
O
.
W
.
(
N
O
N
-
R
E
S
I
D
E
N
T
I
A
L
C
O
L
L
E
C
T
O
R
-
P
U
B
L
I
C
)
(
P
L
A
T
T
E
D
W
I
T
H
F
I
L
I
N
G
N
O
.
1
)
BIG
JO
HN
SO
N D
RIV
E
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
LA
Z
Y
R
ID
G
E
D
R
IV
E
50' R
.O
.W
.
(LO
C
A
L R
E
S
ID
E
N
T
IA
L - P
U
B
LIC
)
S
U
N
D
A
Y
G
U
L
C
H
D
R
IV
E
5
0
' R
.O
.W
.
(L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
- P
U
B
L
IC
)
W
A
G
O
N
H
A
M
M
E
R
D
R
IV
E
5
0
' R
.O
.W
. (L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
- P
U
B
L
IC
)
FA
LLIN
G R
OC
K D
RIV
E
50' R
.O.W
.
(LO
CA
L R
ES
IDE
NT
IAL -
PU
BLIC
)
50' ROW
50'
ROW
50'
ROW
50'
ROW
50'
ROW
50'
ROW
30'
ROW
50'
ROW
50'
ROW
50'
ROW
30' ROW
50' ROW
CROSSPAN
CROSSPAN
CROSSPAN
CROSSPAN
SIGHT DIST.
ESMNT,
SIG
HT
TR
IA
NG
LE
S
I
G
H
T
D
I
S
T
.
E
S
M
N
T
,
SIGHT DIST.
ESMNT,
S
IG
H
T
D
IS
T
.
E
S
M
N
T
,
SIG
HT
DIS
T.
ES
MN
T,
LOT 302
LOT 349
LOT 275
LOT 273
LOT 272
LOT 274
LOT 270
LOT 268
LOT 271
LOT 269
LOT 237
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 215
LOT 232
LOT 220
LOT 221
LOT 235
LOT 233
LOT 219
LOT 234
LOT 26
LOT 25
LOT 24
LOT 2
LOT 3
LOT 488
LOT 487
LOT 486
LOT 485
LOT 484
LOT 483
LOT 482
LOT 481
LOT 480
LOT 479
LOT 478
LOT 477
LOT 286LOT 287LOT 289 LOT 288LOT 291
LOT 292
LOT 290
LOT 293
LOT 294
LOT 295
LOT 299
LOT 297
LOT 296
LOT 298
LOT 301
LOT 300
LOT 304
LOT 303
LOT 305
LOT 351
LOT 306
LOT 353
LOT 356
LOT 352
LOT 354
LOT 358
LOT 350
LOT 359
LOT 355
LOT 357
LOT 468
LOT 364
LOT 368
LOT 362
LOT 363
LOT 366
LOT 367
LOT 365
LOT 369
LOT 277
LOT 222
LOT 276
LOT 231
LOT 282
LOT 281
LOT 280
LOT 283
LOT 360
LOT 284
LOT 279
LOT 278
LOT 361
LOT 348
LOT 307
LOT 308
LOT 464
LOT 462
LOT 460
LOT 463
LOT 459 LOT 461
LOT 285
LOT 458LOT 457
LOT 1
LOT 470
LOT 472LOT 471 LOT 473 LOT 474
LOT 467 LOT 466
LOT 475
LOT 469
LOT 476
LOT 465
LOT 27
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
P
R
I
V
A
T
E
)
L=655.53
,
R=745.00
Δ=50°24'54"
N
1
3
°
3
9
' 0
8
.0
6
"W
1
2
8
.1
6
'
L
=
81.4
5
,
R=
20
0
.0
0
Δ
=2
3°2
0'0
5"
L=
19
2.9
8
,
R=
10
40
.0
0
Δ=
10
°3
7'5
3"
L
=
1
1
9
.
8
6
,
R
=
9
4
0
.0
0
Δ
=
7
°
1
8
'
2
1
"
8
.
0
0
"
N0
° 1
9' 3
4.3
1"W
11
92
.6
7'
S89° 59' 33.08"E
342.98'
N89° 59' 33.08"W
342.93'
L
=
2
1
5
.
1
8
,
R
=
1
2
0
0
.
0
0
Δ
=
1
0
°
1
6
'
2
7
"
N
6
9
°
4
5
'
3
9
.
4
9
"
E
4
5
6
.
1
3
'
L
=
7
3
9
.
6
3
,
R
=
5
7
0
.
0
0
Δ
=
7
4
°
2
0
'
4
8
"
L
=
5
4
6
.
2
6
,
R
=
4
2
0
.
0
0
Δ
=
7
4
°
3
1
'
1
4
"
N90° 00' 00.00"W
361.22'
S11° 09' 11.86"W
17.28'
L
=
2
2
.
7
8
,
R
=
2
0
0
.
0
0
Δ
=
6
°
3
1
'
3
7
"
N
2
2
°
1
1
'
0
9
.
5
6
"
W
3
0
.
3
8
'
S15° 57' 58.15"W
50.00'
L=105.53, R=993.94
Δ=6°04'59"
S0
° 0
0' 0
0.0
0"E
, 2
14
.7
4'
S88° 42' 26.52"W, 110.10'
N1° 25' 16.60"W
4.78'
S88° 27' 00.28"W
, 160.00'
S2° 52' 07.71"W, 44.56'
S5° 32' 44.58"W, 44.55'
S8° 16' 15.68"W, 44.55'
S10° 58' 48.68"W
44.56'
N90° 00' 00.00"W, 511.94'
L
=
1
7
5
.2
9,
R
=
69
0.0
0
Δ
=
1
4
°3
3
'21"
S
1
4
°
3
3
' 2
1
.3
9
"
W
, 1
2
3
.8
5
'
S
1
2
°
4
7
' 4
4
.3
0
"W
, 8
0
.4
0
'
L=32.42, R=20.00
Δ=92°53'07"
N75° 02' 04.19"W
5.45'
S
I
G
H
T
T
R
I
A
N
G
L
E
PARALLEL RAMP
TYP.
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
SHEET 9 OF 24
MA
TC
H LIN
E S
EE
S
HE
ET
8 - S
P02
MATCH LINE SEE SHEET 11 - SP05MATCH LINE SEE SHEET 10 - SP04
MATCH LINE SEE SHEET 7 - SP01
PUD SITE
PLAN
SP03
BS
JA
GS
KEY MAP
SP06
GR06
UT06
B
R
A
D
L
E
Y
R
D
.
PO
WE
RS
B
LV
D.
SP01
GR01
UT01
SP03
GR03
UT03
SP02
GR02
UT02
SP04
GR04
UT04
SP05
GR05
UT05
2
0
' L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
2
0
' L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
1
3
1
8
S
F
(
4
)
G
U
E
S
T
P
A
R
K
IN
G
1
0
' L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
CRP ENTITLEMENT LCC
31 N TEJON ST STE #500
COLORADO SPRINGS CO 80903-1514
ZONED (CS)
VACANT LAND
CRP ENTITLEMENT LCC
31 N TEJON ST STE #500
COLORADO SPRINGS CO 80903-1514
ZONED (CS)
VACANT LAND
7
1
2
1
S
F
1
4
7
2
S
F
69449 SF
56281 SF
3
1
8
5
6
S
F
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
L
=
8
1
.
6
7
,
R
=
5
2
.0
0
Δ
=
8
9
°
5
9
'
0
5
"
N
2
7
°
1
1
'
1
8
.
4
3
"
W
1
2
9
.
6
5
'
L
=4
0
.
25
,
R=
2
0
0
.
0
0
Δ
=
1
1°
3
1
'4
6"
N
1
5
°
3
9
' 3
2
.7
1
"
W
3
3
8
.
3
0
'
N
1
5
°
3
9
' 3
2
.7
1
"
W
1
8
2
.0
6
'
L
=
8
1
.
6
3
,
R
=
5
2
.
0
0
Δ
=
8
9
°
5
6
' 3
0
"
N
7
4
° 1
6
' 5
6
.9
4
"E
188.0
5'
N
6
9
°
4
5
'
3
9
.4
9
"E
4
5
6
.1
3
'
S
1
5
°
3
9
' 1
2
.0
0
"E
6
1
0
.4
5
'
N
1
5
°
3
9
' 1
2
.0
0
"
W
5
5
8
.4
3
'
L=
2
2
.
7
8
,R
=2
00
.0
0
Δ
=
6
°
31
'37
"
5' WALK, TYP.
5
' W
A
L
K
, T
Y
P
.
5
' W
A
L
K
, T
Y
P
.
5' WALK, TYP.
5' WALK, TYP.
5
' W
A
L
K
, T
Y
P
.
1
0
'
L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
T
R
A
C
T
H
T
R
A
C
T
J
T
R
A
C
T
K
TRACT I
TRACT D
T
R
A
C
T
X
8
.
5
'
2
6
.8
'
3
2
.
9
'
7
1
.
7
'
3
1
.4
'
3
2
.
9
'
1
2
.
9
'
6
1
.
8
'
3
3
.
3
'
3
2
.
9
'
3
1
.
9
'
8
1
.
3
'
7
3
.7
'
2
6
.6
'
3
1
.
9
'
3
4
.
9
'
3
0
.4
'
6
5
.9
'
3
8
.2
'
3
4
'
6
7
.
7
'
6
.
3
'
3
1
.3
'
7
4
.6
'
4
0
'
4
0
'
1
1
0
'
9
5
.6
6
'
3
5
'
3
5
'
1
1
0
'
3
5
'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
3
5
'
1
0
9
.9
7
'
1
0
9
.9
7
'
3
5
'
3
5
'
3
5
'
1
0
9
.9
7
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
3
5
'
1
1
0
'
1
1
0
' 3
5
'
3
5
'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
.0
2
'
5
0
'
8
5
.0
5
'
L
4
2
.6
4
'
5
6
.9
6
'
L40.36'
L
1
0
4
.
2
7
'
L
4
0
.
3
6
'
9
5
'
3
6
.3
3
'
L
4
3
.
2
4
'
9
5
'
L40.36'
1
0
4
.3
0
'
4
5
'
3
6
.7
0
'
4
5
'
4
5
'
1
0
4
.9
5
'
1
0
4
.9
4
'
4
5
'
4
5
'
4
5
'
4
5
'
1
0
4
.9
3
'
4
5
'
4
5
'
1
0
4
.9
2
'
4
5
'
4
5
'
1
0
4
.9
1
'
1
0
4
.8
9
'
3
5
'
4
5
'
4
5
'
4
5
'
9
5
'
9
5
'
9
5
'
4
5
'
5
4
.6
2
'
2
7
.5
2
'
9
4
.9
2
'
9
4
.9
2
'
4
5
'
4
5
'
4
5
'
9
4
.9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'9
5
'
9
5
.0
1
'
9
5
.0
1
'
9
5
.0
2
'
9
5
.0
2
'
4
5
'
4
5
'
9
5
.0
3
'
4
5
'
9
5
.0
2
'
3
6
.8
0
'
4
5
'
9
5
.1
6
'
4
5
'
L
3
7
.
1
2
'
4
5
'
4
5
.
9
3
'
1
0
1
.2
3
'
4
5
'
1
1
0
.4
1
'
L
4
4
.2
7
'
1
0
4
.
9
4
'
1
0
5
.
4
6
'
84.33'
L37.30'
107.57'
L
3
2
.
1
9
'
1
0
2
.
9
7
'
L
2
6
.7
7
'
1
0
8
.
5
5
'
1
2
5
.
8
3
'
L
4
1
.6
3
'
108.8
1'
6
3
.
1
0
'
4
6
.
0
1
'
9
9
.4
7
'
3
7
.
6
9
'
4
9
.
1
2
'
1
3
2
.0
4
'
1
3
5
.
7
8
'
2
7
.
2
5
'
3
7
.
1
8
'
9
5
.4
5
'
3
1
.6
6
'
9
5
'
4
5
'
4
5
.6
6
'
5
0
'
9
5
.7
1
'
4
2
.
6
3
'
1
1
0
.1
4
'
8
7
.
9
4
'
1
0
3
.
8
5
'
8
9
.
7
2
'
9
8
.9
5
'
4
8
.
2
6
'
4
5
'
1
0
0
.4
9
'
L
3
6
.
3
7
'
4
5
'
9
5
'
4
5
'
9
5
'
4
5
'
9
5
'
4
5
'
9
5
'
5
0
'
7
6
.3
'
1
6
.8
1
'
2
6
.8
8
'
5
6
.9
9
'
4
5
'
L8.76'
12.77'
L19.62'
L24.67'
L13.90'
L21.35'
L5.40'
L20.61'
L
3
7
.
8
0
'
L11.84'
L26.01'
10.66'
8.35'
L8.20'
14.67'
L24.99'
L18.50'
L22.50'
L24.67'
4.21'
L15.70'
L8.96'
18.73'
1
9
.
2
3
'
L12.02'
16.89'
L
3
3
.
2
6
'
L
3
8
.
6
6
'
L
6
5
.
1
2
'
L
4
7
'
6
7
.9
7
'
7
1
.7
5
'
4
5
'
4
5
'
2.07'
4
5
'
3
5
'
L6.99'
7
9
.4
4
'
8
7
.
8
2
'
3
5
'
L
4
2
.
4
1
'
L24.67'
18.12'
2
7
.
7
3
'
1
1
3
.5
0
'
1
2
1
.4
5
'
1
2
1
.4
4
'
L
3
5
.
1
3
'
L
3
3
.
7
5
'
L
4
6
.3
2
'
L
4
2
.
4
1
'
1
6
.
7
'
1
1
0
'
3
5
'
1
1
0
'
4480 SF
4397 SF
4813 SF
4923 SF
4671 SF
5301 SF
4716 SF
5543 SF
5745 SF
3848 SF
3849 SF
3849 SF
3850 SF
3850 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3849 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
6530 SF
6870 SF
6317 SF
4721 SF
4721 SF
4533 SF
4722 SF
4723 SF
4722 SF
4721 SF
4276 SF
6109 SF
6701 SF
4276 SF
4387 SF
4762 SF
4937 SF
5944 SF
6216 SF
4276 SF
4276 SF
4276 SF
4275 SF
4275 SF
6139 SF
5128 SF
5185 SF
7332 SF
4274 SF
4272 SF
4271 SF
5025 SF
4275 SF
4275 SF
4275 SF
6283 SF
5441 SF
4329 SF
5880 SF
5465 SF
5371 SF
8125 SF
5932 SF
3850 SF
4648 SF
3849 SF
3848 SF
4306 SF
4275 SF
4275 SF
4275 SF
4575 SF
1
0
9
.9
8
'
BEGIN CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
MONUMENT
SIGN
CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
AP
Z1
Z
ON
E
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
F
R
O
N
T
S
I
D
E
D
R
I
V
E
8
0
'
R
.
O
.
W
.
(
N
O
N
-
R
E
S
.
C
O
L
L
E
C
T
O
R
-
P
U
B
L
I
C
)
B
E
A
R
T
R
A
C
K
P
O
IN
T
3
0
' R
.O
.W
. (
P
R
IV
A
T
E
)
L
IT
T
L
E
E
L
K
L
A
N
E
5
0
' R
.O
.W
.
(
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
D
R
IN
K
IN
G
H
O
R
S
E
C
O
U
R
T
5
0
' R
.O
.W
. (
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
L
IT
T
L
E
B
O
U
L
D
E
R
L
O
O
P
5
0
' R
.O
.W
. (
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
R
O
U
N
D
H
O
U
S
E
D
R
IV
E
5
0
' R
.O
.W
.
(
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
L
E
G
A
C
Y
H
IL
L
D
R
IV
E
8
0
' R
.O
.W
.
(
N
O
N
-
R
E
S
ID
E
N
T
IA
L
C
O
L
L
E
C
T
O
R
-
P
U
B
L
IC
)
(
P
L
A
T
T
E
D
W
IT
H
F
IL
IN
G
N
O
. 1
)
30'
ROW
50'
ROW
50'
ROW
50'
ROW
50'
ROW
30'
ROW
80' ROW
CROSSPAN
CROSSPAN
S
I
G
H
T
D
I
S
T
.
E
S
M
N
T
,
S
IG
H
T
D
IS
T
.
E
S
M
N
T
,
(
4
)
G
U
E
S
T
P
A
R
K
IN
G
(
6
)
G
U
E
S
T
P
A
R
K
IN
G
(
2
)
G
U
E
S
T
P
A
R
K
IN
G
LOT 33
LOT 349
LOT 333
LOT 391
LOT 393
LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 20
LOT 21
LOT 34
LOT 35
LOT 26
LOT 25
LOT 24
LOT 32
LOT 31
LOT 30
LOT 29
LOT 18
LOT 19
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 17
LOT 16
LOT 15
LOT 14
LOT 7
LOT 324
LOT 326
LOT 325
LOT 327
LOT 320
LOT 328
LOT 329
LOT 321
LOT 322
LOT 323
LOT 316
LOT 315
LOT 317
LOT 318
LOT 312
LOT 319
LOT 310
LOT 311
LOT 313
LOT 314
LOT 309
LOT 336
LOT 334
LOT 335
LOT 340
LOT 345
LOT 343
LOT 344
LOT 337
LOT 339
LOT 342
LOT 338
LOT 341
LOT 346
LOT 414
LOT 416
LOT 415
LOT 392
LOT 347
LOT 348
LOT 307
LOT 308
LOT 1
LOT 23
LOT 332
LOT 22
LOT 539
LOT 536
LOT 537
LOT 538
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
P
R
I
V
A
T
E
)
L=
8
1
.
6
7
,
R
=
5
2
.
0
0
Δ
=
8
9
°
5
9
'
0
5
"
N
2
7
°
1
1
'
1
8
.
4
3
"
W
1
2
9
.
6
5
'
L
=
4
0
.
2
5
,
R
=
2
0
0
.
0
0
Δ
=
1
1
°
3
1
'
4
6
"
N
1
5
°
3
9
' 3
2
.7
1
"
W
3
3
8
.3
0
'
N
1
5
°
3
9
' 3
2
.7
1
"
W1
8
2
.0
6
'
L=
8
1
.
6
3
,
R
=
5
2
.
0
0
Δ
=
8
9
°
5
6
'
3
0
"
N
7
4
°
1
6
' 5
6
.9
4
"
E
1
8
8
.0
5
'
N
6
9
°
4
5
'
3
9
.
4
9
"
E
4
5
6
.
1
3
'
S
1
5
°
3
9
' 1
2
.0
0
"
E
6
1
0
.4
5
'
N
1
5
°
3
9
' 1
2
.0
0
"
W
5
5
8
.4
3
'
7
8
,
R
=
2
0
0
.
0
0
Δ
=
6
°
3
1
'
3
7
"
N
2
2
°
1
1
'
0
9
.
5
6
"
W
L=61.46, R=260.00
Δ=13°32'37"
N0
° 0
0' 0
0.0
0"E
, 1
48
.7
5'
N
2
2
°
0
1
'
3
6
.
0
0
"
E
,
5
3
8
.
1
2
'
L
=
3
7
4
.
3
9
,
R
=
4
1
0
.
0
0
Δ
=
5
2
°
1
9
'
1
2
"
N
7
4
°
2
0
' 4
8
.0
0
"
E
, 5
2
5
.8
7
'
N
1
5
°
3
9
' 1
2
.0
0
"
W
, 4
6
9
.9
8
'
S
I
G
H
T
T
R
I
A
N
G
L
E
F
R
O
N
T
S
ID
E
D
R
IV
E
8
0
' R
.O
.W
. (
N
O
N
-
R
E
S
. C
O
L
L
E
C
T
O
R
-
P
U
B
L
IC
)
(
P
L
A
T
T
E
D
W
IT
H
F
IL
IN
G
N
O
. 1
)
PROPERTY LINE
PROPERTY LINE
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
SHEET 10 OF 24
MATCH LINE SEE SHEET 9 - SP03
MATCH LINE SEE SHEET 8 - SP02
MA
TC
H LIN
E S
EE
S
HE
ET
11 - S
P05
MATCH LINE SEE SHEET 12 - SP06
PUD SITE
PLAN
SP04
BS
JA
GS
KEY MAP
SP06
GR06
UT06
B
R
A
D
L
E
Y
R
D
.
PO
WE
RS
B
LV
D.
SP01
GR01
UT01
SP03
GR03
UT03
SP02
GR02
UT02
SP04
GR04
UT04
SP05
GR05
UT05
PA
RA
LLE
L R
AM
P
TY
P.
PARALLEL RAMP
TYP.
PARALLEL RAMP
TYP.
2
0
' L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
2
0
' L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
1
3
1
8
S
F
(
4
)
G
U
E
S
T
P
A
R
K
IN
G
1
0
' L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
MA
RK
SH
EF
FE
L-W
OO
DM
AN
IN
VE
ST
LLC
E
T A
L
102 E
P
IK
ES
P
EA
K A
VE
S
TE
200
CO
LO
RA
DO
S
PR
IN
GS
C
O 80903-1818
ZO
NE
D (P
UD
A
O)
AG
. G
RA
ZIN
G LA
ND
102 E
P
IK
E P
EA
K A
VE
S
TE
200
CO
LO
RA
DO
S
PR
IN
GS
C
O 80
903-1818
31 N TEJON ST STE #500
COLORADO SPRINGS CO 80903-1514
ZONED (CS)
VACANT LAND
L27.07
7
1
2
1
S
F
83315 SF
4401 SF
8888 SF
20763 SF
22258 SF
6277 SF
211
8 S
F
39115 SF
1
4
7
2
S
F
2410 SF
69449 SF
7899 SF
8885 SF
33955 SF
41
463
S
F
33955 SF
44
054
S
F
3
3
9
5
5
S
F
FRONT
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
FRONT FRONT
FRONT
FRONT
FRONT
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
FRONT
FRONT
FRONT FRONT FRONTFRONT
FRONT FRONT FRONT FRONT
FRONTFRONT
FRONT FRONT
FRONT
FRONT
FRONTFRONT
FRONT FRONTFRONT
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
FRONT
FRONT FRONT
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
REAR
REAR
REARREAR REAR REAR REAR
REAR REAR
REARREAR
REAR
REAR REARREAR REAR REAR
REAR REAR REAR REAR REAR
REARREARREAR
REAR
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
REAR
REAR
REARREAR
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
R
E
A
R
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
REAR
REARREAR
REAR
REAR
REAR
REARREAR
REAR
RE
AR
F
R
O
N
T
R
E
A
R
F
R
O
N
T
F
R
O
N
T
REAR
FR
ON
T
RE
AR
R
E
A
R
F
R
O
N
T
F
R
O
N
T R
E
A
R
F
R
O
N
T
8892 SF
N89° 59' 33.08"W
342.93'
N89° 43' 08.72"E
483.80'
N89° 40' 25.67"E
373.47'
L=5
3 .55
, R =2
0 0 .00
Δ
=15 ° 2
0 ' 3 3"
N89° 40' 25.67"E
368.99'
L =5
3. 7
1, R =
2 0 0
.0 0
Δ
=15
°2 3 '
1 6 "
L
=53
.5 5
, R= 2
0 0 . 0
0
Δ=1
5 °2
0' 3 3
"
N
7
4
° 1
9
' 5
3
.1
2
"E
618.5
6'
N
7
4
° 1
9
' 5
3
.1
2
"E
474.8
5'
L
=
8
1
.
6
7,
R
=
5
2
.
0
0
Δ
=
8
9
°
5
9
'
0
5
"
N
6
9
°
4
5
'
3
9
.4
9
"E
4
5
6
.1
3
'
S
1
5
°
3
9
' 1
2
.0
0
"
E
6
1
0
.
4
5
'
N0° 19' 34.31"W
1192.67'
L = 91 .0
4 , R =3
4 0 .00
Δ =1 5
° 2 0' 3 3 "
S
1
5
°
3
9
' 1
2
.0
0
"
E
3
5
9
.8
3
'
N0° 19' 34.33"W
135.73'
S89° 40' 25.67"W
368.94'
S
7
4
° 1
9
' 5
3
.1
2
"W163.2
8'
S
1
5
°
3
9
' 1
2
.0
0
"
E
4
4
7
.8
6
'
N0° 20' 47.78"W
1824.60'
N
7
4
° 1
9
' 5
3
.1
2
"E
283.6
4'
N
1
5
°
3
9
' 1
2
.0
0
"
W
5
5
8
.4
3
'
L
=
22
.7
8
,R
=
20
0.0
0
Δ
=
6
°3
1
'
3
7
"
N22° 11' 09.56"W
30.38'
5' WALK, TYP.
5' WALK, TYP.
5' WALK, TYP.
5
' W
A
L
K
, T
Y
P
.
5' WALK, TYP.
5' WALK, TYP.
5
' W
A
L
K
, T
Y
P
.
5
' W
A
L
K
, T
Y
P
.
5' WALK, TYP.
5' W
AL
K, T
YP
.
5' W
AL
K, T
YP
.
5' WALK, TYP.
5' WALK, TYP.
5' W
AL
K, T
YP
.
5' W
AL
K, T
YP
.
5' W
AL
K, T
YP
.
5' W
AL
K, T
YP
.
5' W
AL
K, T
YP
.
5' WALK, TYP.
5' WALK, TYP.
5
' W
A
L
K
, T
Y
P
.
5' WALK, TYP.
T
R
A
C
T
H
TRACT N
TRACT O
TRACT L
TRACT R
TRACT S
TRACT Q
TRACT P
TRACT V
TR
AC
T B
B
TRACT Y
T
R
A
C
T
J
T
R
A
C
T
K
TRACT M
TRACT I
TR
AC
T U
TRACT CC
TRACT T
TRACT N
TR
AC
T W
T
R
A
C
T
N
11
0'
L0.55'
30'30' 30'30'
30'30' 30'30' 30'
L12.53
30'
19.1'
L16.05
1
5
.6
'
3
0
'
3
1
.7
'
3
0
'
3
0
'
3
0
'
3
1
.7
'
3
0
'
3
0
'
3
0
'
1
5
.6
'
L23.19
19.1'
30'
L18.10
30' 30' 30'30'30'
30'
30'30'
100
'
30'
10
0'
10
0'
10
0'
10
0'
10
0'
10
0'
10
0'
10
0'
10
0'
1
0
0
'
10
0'
10
0'
1
0
0
'
1
0
0
'
1
0
0
'
3
0
'
1
0
0
'
1
0
0
'
1
0
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
1
0
0
'
1
0
0
'
1
0
0
'
7.8'
30' 24.5'
30'
30'
30'30'30'
20'
15.1'
10
0'
94
.5
'
10
0'
10
0'
10
0'
10
0'
100
'
10
0'
88.3
'
1
0
0
'
1
9
.5
'
20'29.4'
14.8'
88.9
'
10
0'
100'
100
'
1
9
.5
'
8
.
5
'
1
2
.
9
'
6
1
.
8
'
3
3
.
3
'
3
2
.
9
'
9
.
2
'
3
1
.
9
'
8
1
.
3
'
7
3
.7
'
2
6
.6
'
3
1
.
9
'
3
4
.
9
'
3
0
.
4
'
6
5
.9
'
3
8
.2
'
3
4
'
6
7
.
7
'
6
.
3
'
13.9'
3
2
.
5
'
81
.6
'
1
0
.
9
'
27.6'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
22.8'
3
3
'
36.4'
1
1
'
81
.1
'
1
1
'
36.4'
10
4.4
'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
27.6'
1
0
.
9
'
3
2
.
9
'
2
7
.7
'
3
1
.3
'
7
4
.6
'
4
0
'
4
0
'
1
1
0
'
1
0
8
.9
'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
83
'
10
4.5
'
39.8'
43'
10
4.5
'
1
1
'
33.5'
10
4.5
'
1
0
.
9
'
27.6'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
1
0
.
9
'30.4'
36.3'
1
1
'
10
4.5
'
1
0
.
9
'
30.6'8'
3
5
'
11
1.8
'
8'
30.5'1
1
'
10
4.5
'
1
0
.
9
'
27.5'
11
0'
11
0'
11
0'
11
0'
11
0'
11
0'
45.8'
10
4.5
'
1
1
'
36.3'
33.5'
1
1
'
87
.6
'
3
3
.
3
'
19.4'
11
6.7
'
11
6.7
'
11
6.7
'
11
6.7
'
116
.7
'
11
6.7
'
11
6.7
'
1
1
6
'
1.7'
L
3
3.8
8
16.4'
30.2'
3
2
.
9
'
1
1
'
37'
45.84'
37' 45.87'
37'
2
5
.5
5
'
1
4
.8
1
'
3
5
'
1
4
.8
1
'
95'
45'
45'
95'
95'
45'
45'
95'
45'
45'
95'
45'
95'
45'
45'
95'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
35' 35'35' 35'35'
35' 35'35' 35'
35'35'
35' 35'35' 35'
35'35'
35' 35'35' 35'
35'35'
35'35'
35' 35'35' 35'
35' 35'35' 35'
35' 35'
35' 35'35' 35'
35' 35'
35' 35'35' 35'35' 35'
35' 35'35' 35'35' 35'
35' 35'35' 35'35' 35'
35' 35'35' 35'35' 35'
35' 35'35' 35'35' 35'
3
5
'
3
5
'
40'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
L
4
8
.
0
5
'
1
1
0
'
1
1
0
'
L
4
8
.
0
5
'
L
4
8
.
0
5
'
L
4
8
.
0
5
'
L
4
8
.
0
5
'
1
1
0
'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
1
1
0
'
35'
1
1
0
'
1
1
0
'
1
1
0
'
35'
35'
35'
110'
110'
40'
110'
110'
35'35'
110'
110'
35'
L27.09'
1
1
0
'
3
5
'
35'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
3
5
'
1
1
0
'
3
5
'
3
5
'
1
1
0
'
3
5
'
1
1
0
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
3
5
'
1
1
0
'
1
1
0
'
3
5
'
1
1
0
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
3
5
'
1
1
0
'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
3
5
.0
4
'
3
5
'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
1
1
0
'
3
5
'
3
5
'
3
5
'
1
1
0
'
1
0
9
.9
7
'
3
5
'
3
5
'
1
0
9
.9
7
'
3
5
'
3
5
'
1
0
9
.9
7
'
3
5
'
3
5
'
1
0
9
.9
7
'
3
5
'
1
0
9
.9
7
'
1
0
9
.9
7
'
3
5
'
3
5
'
1
0
9
.9
7
'
3
5
'
1
0
9
.9
7
'
1
0
9
.9
7
'
3
5
'
3
5
'
3
5
'
1
0
9
.9
7
'
3
5
'
3
5
'
3
5
'
1
0
9
.9
7
'
1
0
9
.9
7
'
3
5
'
3
5
'
3
5
'
3
5
'
1
0
9
.9
7
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
1
1
0
'
1
1
0
'
1
1
0
'
3
5
'
1
1
0
'
1
1
0
' 3
5
'
3
5
'
1
1
0
'
1
1
0
'
3
5
'
3
5
'
3
5
'
3
5
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
1
1
0
'
L
3
7
.
5
1
'
L
3
7
.
5
1
'
9
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
'
4
5
'
4
5
'
9
5
.0
2
'
5
0
'
8
5
.0
5
'
L
4
2
.6
4
'
5
6
.9
6
'
L40.36'
L
1
0
4
.
2
7
'
L
4
0
.
3
6
'
9
5
'
3
6
.3
3
'
L
4
3
.
2
4
'
9
5
'
L40.36'
1
0
4
.3
0
'
4
5
'
3
6
.7
0
'
4
5
'
4
5
'
1
0
4
.9
5
'
1
0
4
.9
4
'
4
5
'
4
5
'
4
5
'
4
5
'
1
0
4
.9
3
'
4
5
'
4
5
'
1
0
4
.9
2
'
4
5
'
4
5
'
1
0
4
.9
1
'
1
0
4
.8
9
'
4
5
'
4
5
'
1
0
4
.8
8
'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
95'
45'
45'
3
5
'
95'
45'
95'
45'
45'
95'
45'
45'
1
1
0
'
3
5
'
3
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
4
5
'
9
5
'
9
5
.0
1
'
9
5
.0
1
'
9
5
.0
2
'
9
5
.0
2
'
4
5
'
9
5
.0
3
'
4
5
'
9
5
.0
2
'
4
5
'
4
5
'
4
5
'
45'
4
5
'
4
5
'
9
5
'
4
5
'
3
1
.3
'
9
5
'
5
0
'
7
6
.3
'
2
6
.
4
'
14.67'
L24.99'
L18.50'
L22.50'
L24.67'
4.21'
L15.70'
L8.96'
L45.74'
L31.67'
L
2
8
.5
0
'
L28.50'
L28.50'
L
3
6
.5
3
'
18.73'
1
9
.
2
3
'
L12.02'
16.89'
L27.08'
35'
10
7.7
5'
7.93'
L20.23'
L9.45'
L20.22'
L
3
3
.
2
6
'
L
3
8
.
6
6
'
L
6
5
.
1
2
'
L
4
7
'
L
3
7
.
3
3
'
6
9
.8
2
'
3
9
.2
2
'
1
6
.
6
7
'
3
5
'
3
5
'
1
1
0
'
3
5
'
L
4
2
.
4
1
'
L11.54'
L9.01'
L
4
3
.
5
4
'
L
3
5
'
L
3
5
'
L
3
5
'
L
3
5
'
L
3
5
'
L
3
5
'
L
3
5
'
L35'
L40'
L
3
5
'
1
6
.
7
'
1
1
0
'
1
0
0
'
1
0
0
'
3
5
'
1
1
0
'
35'
45'
4275 SF
3008 SF
4752 SF
4275 SF
4275 SF
4275 SF
4275 SF
3000 SF
3000 SF
3000 SF
3000 SF
3167 SF
3524 SF
3871 SF
3445 SF
3000 SF 3000 SF 3000 SF 3000 SF 3000 SF3000 SF3000 SF
3000 SF 3000 SF
2985 SF3000 SF
3000 SF3000 SF3000 SF3000 SF
3000 SF2943 SF
2945 SF
3251 SF
3251 SF
3251 SF
2977 SF
3000 SF
3000 SF
3000 SF
4275 SF
4275 SF
4275 SF
4275 SF
4752 SF
4397 SF
4813 SF
4671 SF
4756 SF
3850 SF3850 SF 3850 SF 3850 SF
3850 SF3850 SF
3779 SF
5021 SF3850 SF3850 SF3850 SF3850 SF3850 SF3850 SF4044 SF
5015 SF 3850 SF 3850 SF 3850 SF3850 SF 3850 SF 3850 SF
4044 SF
4374 SF
4374 SF
3843 SF
3973 SF
3855 SF
4336 SF4086 SF
4086 SF 4086 SF 4086 SF
4086 SF 4086 SF
4712 SF
4041 SF3850 SF
3850 SF
3850 SF3850 SF3850 SF
5005 SF
4354 SF3850 SF
3850 SF3850 SF 3850 SF
3850 SF
3850 SF4699 SF
3850 SF
5042 SF
5301 SF
4716 SF
5543 SF
5745 SF
3848 SF
3848 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
3850 SF
3850 SF
3850 SF
3850 SF
3831 SF
3850 SF
3850 SF3850 SF
3850 SF
3850 SF
3850 SF3850 SF
3850 SF
3850 SF
3850 SF
3866 SF
3850 SF
3850 SF
3850 SF
3850 SF
3852 SF
3850 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3850 SF
3849 SF
3850 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3849 SF
4648 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
6530 SF
6870 SF
6317 SF
4721 SF
4721 SF
4533 SF
4720 SF
4722 SF
4723 SF
4722 SF
4721 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4276 SF
4276 SF
4276 SF
4276 SF
4276 SF
4275 SF
4275 SF
3850 SF
3850 SF
3850 SF
3850 SF
4648 SF
3850 SF
3849 SF
3848 SF
4275 SF
4275 SF
4575 SF
3000 SF
50'
50'
50'
50'
(
9
)
G
U
E
S
T
P
A
R
K
IN
G
1
0
9
.9
8
'
87
.9
5'
10
4.5
4'
10
4.4
7'
BEGIN CONCRETE
FENCE
SP
LIT
-R
AIL
FE
NC
E
SPLIT-RAIL
FENCE
SP
LIT
-R
AIL
FE
NC
E
SPLIT-RAIL
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
CROSSPAN
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
L
O
C
A
L
R
E
S
I
D
E
N
T
I
A
L
-
P
U
B
L
I
C
)
S
C
H
O
O
N
O
V
E
R
D
R
IV
E
5
0
' R
.O
.W
.
(
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
LOWLINE VIEW
30' R.O.W. (PRIVATE)
HAZELTON VIEW
30' R.O.W. (PRIVATE)
H
A
Z
E
L
T
O
N
V
IE
W
3
0
' R
.O
.W
. (
P
R
IV
A
T
E
)
L
O
W
L
IN
E
V
IE
W
3
0
' R
.O
.W
. (
P
R
IV
A
T
E
)
NUTTERBUTTER POINT
30' R.O.W. (PRIVATE)
B
E
A
R
T
R
A
C
K
P
O
I
N
T
3
0
'
R
.
O
.
W
.
(
P
R
I
V
A
T
E
)
B
E
A
R
T
R
A
C
K
P
O
IN
T
3
0
' R
.O
.W
. (
P
R
IV
A
T
E
)
B
U
L
L
R
U
N
D
R
IV
E
5
0
' R
.O
.W
.
(
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
BIR
D R
ID
GE
D
RIV
E
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
D
R
IN
K
IN
G
H
O
R
S
E
C
O
U
R
T
BIR
D R
ID
GE
D
RIV
E
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
R
O
U
N
D
H
O
U
S
E
D
R
IV
E
5
0
' R
.O
.W
.
(
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
BIG
JO
HN
SO
N D
RIV
E
50' R
.O
.W
.
(LO
CA
L R
ES
ID
EN
TIA
L - P
UB
LIC
)
REDSHIRT POINT
30' R.O.W. (PRIVATE)
L
E
G
A
C
Y
H
IL
L
D
R
IV
E
8
0
' R
.O
.W
.
(
N
O
N
-
R
E
S
ID
E
N
T
IA
L
C
O
L
L
E
C
T
O
R
-
P
U
B
L
IC
)
(
P
L
A
T
T
E
D
W
IT
H
F
IL
IN
G
N
O
. 1
)
R
E
D
S
H
IR
T
P
O
IN
T
3
0
' R
.O
.W
. (
P
R
IV
A
T
E
)
30'
ROW
50'
ROW
50'
ROW
30'
ROW
50'
ROW
50'
ROW
50'
ROW
30'
ROW
50'
ROW
30'
ROW
30'
ROW
50'
ROW
30'
ROW
30'
ROW
50' ROW
80' ROW
CROSSPAN
CROSSPAN
CROSSPAN
SIG
HT
TR
IA
NG
LE
SIG
HT
TR
IA
NG
LE
S
I
G
H
T
D
I
S
T
.
E
S
M
N
T
,
(
4
)
G
U
E
S
T
P
A
R
K
IN
G
(
6
)
G
U
E
S
T
P
A
R
K
IN
G
(
2
)
G
U
E
S
T
P
A
R
K
IN
G
LOT 499
LOT 394
LOT 349
LOT 333
LOT 389
LOT 391
LOT 399
LOT 393
LOT 395
LOT 400
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8
LOT 7
LOT 489
LOT 488
LOT 487
LOT 486
LOT 485
LOT 494
LOT 493
LOT 492
LOT 491
LOT 490
LOT 497
LOT 496
LOT 495
LOT 498
LOT 324
LOT 326
LOT 325
LOT 327
LOT 330
LOT 320
LOT 328
LOT 329
LOT 321
LOT 322
LOT 323
LOT 316
LOT 315
LOT 317
LOT 318
LOT 312
LOT 319
LOT 310
LOT 311
LOT 313
LOT 314
LOT 309
LOT 350
LOT 336
LOT 334
LOT 335
LOT 340
LOT 345
LOT 343
LOT 344
LOT 337
LOT 339
LOT 408
LOT 342
LOT 338
LOT 341
LOT 407
LOT 346
LOT 406
LOT 409
LOT 413
LOT 414
LOT 411
LOT 412
LOT 410
LOT 416
LOT 396
LOT 415
LOT 398
LOT 397
LOT 402
LOT 401
LOT 384
LOT 387
LOT 386
LOT 390
LOT 385
LOT 383
LOT 388
LOT 382
LOT 379LOT 378
LOT 373
LOT 377
LOT 374
LOT 376
LOT 372
LOT 375
LOT 368
LOT 366
LOT 367
LOT 365
LOT 371
LOT 369
LOT 370
LOT 392
LOT 347
LOT 348
LOT 307
LOT 308
LOT 331
LOT 433
LOT 435
LOT 431
LOT 436 LOT 434
LOT 438
LOT 437
LOT 439
LOT 425
LOT 440
LOT 432
LOT 426 LOT 427 LOT 428LOT 429
LOT 417
LOT 430
LOT 419 LOT 418
LOT 421
LOT 420
LOT 422
LOT 405
LOT 423LOT 424
LOT 404
LOT 380
LOT 403
LOT 381
LOT 448LOT 445 LOT 446 LOT 447
LOT 444LOT 441
LOT 456
LOT 443LOT 442
LOT 453LOT 455 LOT 454 LOT 451LOT 452 LOT 450 LOT 449
LOT 464
LOT 462
LOT 460
LOT 463
LOT 459 LOT 461LOT 458LOT 457
LOT 1
LOT 332
LOT 504
LOT 503
LOT 502
LOT 501
LOT 500
LOT 509
LOT 508
LOT 507
LOT 506
LOT 505
LOT 550 LOT 551
LOT 552LOT 554
LOT 553 LOT 555
LOT 556 LOT 557
LOT 558LOT 560LOT 561LOT 563
LOT 562LOT 559
LOT 542
LOT 543
LOT 544
LOT 545
LOT 546
LOT 547LOT 549
LOT 564
LOT 568
LOT 570
LOT 569
LOT 567
LOT 565
LOT 566
LOT 539
LOT 540
LOT 541
LOT 574
LOT 573
LOT 572
LOT 571
LOT 537
LOT 538
LOT 548
M
O
O
S
E
M
E
A
D
O
W
S
T
R
E
E
T
5
0
'
R
.
O
.
W
.
(
P
R
I
V
A
T
E
)
N89° 59' 33.08"W
342.93'
N89° 43' 08.72"E
483.80'
N89° 40' 25.67"E
373.47'
L
=
5
3
.
5
5
, R
=2
00.00
Δ
=
1
5
°2
0'33"
N89° 40' 25.67"E
368.99'
L
=
5
3
.
7
1
, R
=
2
00.0
0
Δ
=
1
5
°
2
3'1
6"
L
=
5
3
.
5
5
, R
=
2
00.00
Δ
=
1
5
°
2
0
'33
"
N
7
4
°
1
9
' 5
3
.1
2
"
E
6
1
8
.5
6
'
N
7
4
°
1
9
' 5
3
.1
2
"
E
4
7
4
.8
5
'L=
8
1
.
6
7
,
R
=
5
2
.
0
0
Δ
=
8
9
°
5
9
'
0
5
"
N
6
9
°
4
5
'
3
9
.
4
9
"
E
4
5
6
.
1
3
'
S
1
5
°
3
9
' 1
2
.0
0
"
E
6
1
0
.4
5
'
N0
° 19
' 34
.3
1"W
1192.67'
L
=
9
1.0
4
,R
=34
0.00
Δ
=
15
°2
0'3
3"
S
1
5
°
3
9
' 1
2
.0
0
"
E
3
5
9
.8
3
'
N0° 19' 34.33"W
13
5.73
'
S89° 40' 25.67"W
368.94'
S
7
4
°
1
9
' 5
3
.1
2
"
W1
6
3
.2
8
'
S
1
5
°
3
9
' 1
2
.0
0
"
E
4
4
7
.8
6
'
N0° 20' 47.78"W
18
24
.6
0'
N
7
4
°
1
9
' 5
3
.1
2
"
E
2
8
3
.6
4
'
N
1
5
°
3
9
' 1
2
.0
0
"
W
5
5
8
.4
3
'
L
=
2
2
.
7
8
,
R
=
2
0
0
.0
0
Δ
=
6
°
3
1
'
3
7
"
N
2
2
°
1
1
'
0
9
.
5
6
"
W
3
0
.
3
8
'
N
7
4
°
2
0
' 4
8
.0
0
"
E
, 5
2
5
.8
7
'
S0° 1
9' 3
0.5
3"E
, 2
03
8.34
'
S
I
G
H
T
T
R
I
A
N
G
L
E
F
R
O
N
T
S
ID
E
D
R
IV
E
8
0
' R
.O
.W
. (
N
O
N
-
R
E
S
. C
O
L
L
E
C
T
O
R
-
P
U
B
L
IC
)
(
P
L
A
T
T
E
D
W
IT
H
F
IL
IN
G
N
O
. 1
)
PARALLEL RAMP
TYP.
PA
RA
LLE
L R
AM
P
TY
P.
PROPERTY LINE
PROPERTY LINE
R
E
A
R
R
E
A
R
FRONT FRONT
FRONT FRONT FRONT
FR
O
N
T
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
SHEET 11 OF 24
MATCH LINE SEE SHEET 9 - SP03
MATCH LINE SEE SHEET 8 - SP02
MA
TC
H LIN
E S
EE
S
HE
ET
10 - S
P04
MATCH LINE SEE SHEET 12 - SP06
PUD SITE
PLAN
SP05
BS
JA
GS
KEY MAP
SP06
GR06
UT06
B
R
A
D
L
E
Y
R
D
.
PO
WE
RS
B
LV
D.
SP01
GR01
UT01
SP03
GR03
UT03
SP02
GR02
UT02
SP04
GR04
UT04
SP05
GR05
UT05
PA
RA
LLE
L R
AM
P
TY
P.
END CONCRETE
FENCE
1
0
' L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
MA
RK
SH
EF
FE
L-W
OO
DM
AN
IN
VE
ST
LLC
E
T A
L
102 E
P
IK
ES
P
EA
K A
VE
S
TE
200
CO
LO
RA
DO
S
PR
IN
GS
C
O 80903-1818
ZO
NE
D (P
UD
A
O)
AG
. G
RA
ZIN
G L
AN
D
RANKIN HOLDINGS LP ET AL
630 SOUTHPOINTE CT STE 200
COLORADO SPRINGS CO 80906-3800
ZONED (A-5 CAD-O)
AG. GRAZING LAND
CRP ENTITLEMENT LCC
31 N TEJON ST STE #500
COLORADO SPRINGS CO 80903-1514
ZONED (CS)
VACANT LAND
7
1
2
1
S
F
6277 SF
2118 S
F
39115 SF
2410 SF
27858 SF
31370 SF
7899 SF
44054 SF
3
1
8
5
6
S
F
44
054 S
F
2488 SF
FRONT
FRONT
FRONT
FRONTFRONT
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
F
R
O
N
T
FRONT
FRONT
FRONT
FRONT
REAR
FRONT
REAR
FRONT
REAR
FRONT
REAR
REAR
REARREARREAR
REAR
RE
AR
F
R
O
N
T
R
E
A
R
F
R
O
N
T
F
R
O
N
T
REAR
FR
ON
T
RE
AR
R
E
A
R
F
R
O
N
T
F
R
O
N
T
R
E
A
R
FR
ON
T
RE
AR
FR
ON
T
RE
AR
FR
ON
T
RE
AR
FR
ON
T
RE
AR
F
R
O
N
T
R
E
A
R
F
R
O
N
T
R
E
A
R
F
R
O
N
T
R
E
A
R
F
R
O
N
T
R
E
A
R
F
R
O
N
T
R
E
A
R
F
R
O
N
T R
E
A
R
F
R
O
N
T R
E
A
R
F
R
O
N
T
R
E
A
R
F
R
O
N
T
R
E
A
R
F
R
O
N
T
R
E
A
R
F
R
O
N
TR
E
A
R
F
R
O
N
T
R
E
A
R
L = 5 3
.5 5
,
R
=2 0 0
.0 0
Δ=
15 °2 0
' 33 "
N89° 40' 25.67"E
368.99'
N
7
4
° 1
9
' 5
3
.1
2
"E
618.5
6'
L
=91 .0 4
, R= 3 4
0 .0 0
Δ=15 ° 2
0 ' 3 3 "
S
1
5
°
3
9
' 1
2
.0
0
"
E
3
5
9
.
8
3
'
N
1
1
° 1
2
' 5
5
.7
3
"W
2
1
9
.4
9
'
L=
3
8.0
1,
R=
2
00
.00
Δ=
10
°
53
'
21
"
N0° 19' 34.33"W
135.73'
S89° 40' 25.67"W
368.94'
S
7
4
° 1
9
' 5
3
.1
2
"W1
6
3
.2
8
'
S
1
5
°
3
9
' 1
2
.0
0
"
E
4
4
7
.
8
6
'
L = 4
31. 4 5
, R=
19 2
5 .0 0
Δ
=12 °
5 0 ' 3
0 "
S
7
4
° 2
0
' 4
8
.0
0
"W240.5
2'
L
=
8
1
.6
8,
R=
5
2
.0
0
Δ
=
9
0
°
0
0
'
0
0
"
N6° 43' 15.86"W
254.44'
L
=
8
3
.9
2
,
R
=
5
2
.
0
0
Δ
=
9
2
°
2
7
' 5
4
"
5' WALK, TYP.
5' WALK, TYP.
5' W
ALK
, T
YP
.
5' W
ALK
, T
YP
.
5' W
ALK
, T
YP
.
5' W
ALK
, T
YP
.
5' WALK, TYP.
FRONT
T
R
A
C
T
H
TRACT V
TR
AC
T B
B
TRACT Y
TRACT M
TRACT Z
TRACT AA
TRACT CC
TRACT W
T
R
A
C
T
X
TR
AC
T W
TRACT DD
L0.55'
30'30' 30'30'
30'30' 30'
30' 30'
L12.53
30'19.1'
L16.05
1
5
.6
'
3
0
'
3
1
.7
'
3
0
'
3
0
'
3
0
'
3
1
.7
'
3
0
'
3
0
'
3
0
'
1
5
.6
'
L23.19
19.1'
30'
L18.10
30' 30' 30'
30'30'30'
30'30'
100'
30'
100'
100'
100'
100'
100'
100'
100'
100'
100'
1
0
0
'
100'
100'
1
0
0
'
1
0
0
'
1
0
0
'
3
0
'
1
0
0
'
1
0
0
'
1
0
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
1
0
0
'
3
0
'
3
0
'
3
0
'
3
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
7.8'
30' 24.5'30'
30'
30'30'30'
30'
20'
15.1'
30'30' 30'30'
30' 30'
100'
94.5'
100'
100'
100'
100'
100'
100'
88.3'
1
0
0
'
1
9
.5
'
20'29.4'
14.8'
88.9'
100'
100'
100'
30'
30.16'
1
9
.5
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
3
0
'
2
6
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
2
6
'
3
0
'
3
0
'
3
0
'
3
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
1
0
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
3
0
'
1
0
0
'
3
0
'
1
0
0
'
30'
30'
30'
30'
30'
30'
30'
30'
30'
30'
30'
30'
30'
30'
100'
100'
100'
100'
100'
100'
100'
30'
100'
25'
L5.07
99.5'
45'
86.4'
10'
3
2
.
9
'
2
7
.7
'
87.6'
3
3
.
3
'
19.4'
116.7'
116.7'
116.7'
116.7'
116.7'
116.7'
116.7'
1
1
6
'
16.4'
3
2
.
9
'
2
5
.5
5
'
95'
95'
95'
45
'
45
'
95'
45
'
45
'
95'
45
'
45
'
95'
45
'
45
'
95'
45
'
45
'
95'
45
'
45
'
95'
45
'
45
'
95'
45
'
95'
45
'
45
'
95'
95'
45
'
45
'
35' 35'35' 35'35'
1
0
9
.9
7
'
3
5
'
3
5
'
3
5
'
3
5
'
3
5
'
3
6
.3
3
'
L
4
3
.
2
4
'
1
0
4
.3
0
'
4
5
'
4
5
'
1
0
4
.9
5
'
1
0
4
.9
4
'
4
5
'
4
5
'
4
5
'
1
0
4
.9
3
'
4
5
'
4
5
'
1
0
4
.9
2
'
4
5
'
4
5
'
1
0
4
.9
1
'
1
0
4
.8
9
'
4
5
'
4
5
'
1
0
4
.8
8
'
L45'
L
8
.4
6
'
L37.69'
95.5'
L59.5
6'
76.9'
3
4
.
3
'
L15.67'
100.4'
L61.79'
L35.8
4'
3
4
'
75.3'
L
4
7
.2
6
'
L45'
98.3'
L
4
7
.2
5
'
L
4
5
'
97.8'
L
4
7
.2
5
'
L
4
5
'
97.6'
L
4
7
.2
6
'
L
4
5
'
9
7
.6
'
L
4
7
.2
7
'
L
4
5
'
9
7
.9
'
L
4
7
.2
2
'
1.3'
L
4
3
.6
6
'
9
8
.5
'
L
4
5
'
4
5
'
9
9
.4
'
3
4
'
4
5
'
9
9
.9
'
4
5
'
4
5
'
4
5
'
4
5
'
L6.78'
3
8
.2
'
4
5
'
L28.48'
L17.88'
9
9
.6
'
1
4
1
.1
'
L
3
5
.
0
4
'
9
0
.1
'
1
4
9
.
2
'
1
3
0
'
L
3
5
.0
4
'
8
8
.4
'
4
5
'
L
4
6
.1
8
'
22.1'
L
2
3
.5
1
'
9
0
.5
'
4
5
'
9
5
'
4
5
'
9
5
'
4
5
'
4
5
'
4
5
'
9
5
'
4
5
'
3
1
.3
'
9
5
'
5
0
'
7
6
.3
'
2
6
.
4
'
L11.61'
L24.67'
L45.74'
L31.67'
L
2
8
.5
0
'
L28.50'
L28.50'
L36.53'
L36.53'
L
3
6
.5
3
'
L4.02'
L4.02'
L15.48'
3
0
'
L9.45'
6
9
.8
2
'
3
9
.2
2
'
1
6
.
6
7
'
L11.54'
L9.01'
L11.02'
94.27'
L
4
6
.8
6
'
1
0
0
'
1
0
0
'
35'
45
'
3000 SF
3008 SF
4752 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4159 SF
3000 SF
3000 SF
3000 SF
3000 SF
3167 SF
3524 SF
3871 SF
3445 SF
3000 SF 3000 SF3000 SF
3000 SF 3000 SF3000 SF3000 SF
3000 SF 3000 SF
2985 SF3000 SF
3000 SF3000 SF3000 SF3000 SF
3000 SF2943 SF
2945 SF
3251 SF
3251 SF
3251 SF
2977 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
2999 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
4275 SF
4752 SF
3973 SF
3855 SF
4336 SF4086 SF
4086 SF 4086 SF 4086 SF
4086 SF 4086 SF
4712 SF
5042 SF
3849 SF
3849 SF
6530 SF
4721 SF
4721 SF
4720 SF
4722 SF
4723 SF
4722 SF
4721 SF
4298 SF
5511 SF
5726 SF
4522 SF
4505 SF
4500 SF
4508 SF
4530 SF
4561 SF
4487 SF
4497 SF
4497 SF
4497 SF
4495 SF
4221 SF
8607 SF
8246 SF
3892 SF
4241 SF
4275 SF
4275 SF
4275 SF
4575 SF
3927 SF
3000 SF
30'
50
'
50
'
50
'
50
'
(
9
)
G
U
E
S
T
P
A
R
K
IN
G
45
'
9
9
.9
'
4
5
'
9
9
.9
'
9
9
.9
'
87.95'
4
5
'
B
R
A
D
L
E
Y
R
D
.
2
1
0
' R
.O
.W
.
(E
X
P
R
E
S
S
W
A
Y
)
BEGIN CONCRETE
FENCE
CONCRETE
FENCE
SP
LIT
-R
AIL
FE
NC
E
CONCRETE
FENCE
CONCRETE
FENCE
CONCRETE
FENCE
SPLIT-RAIL
FENCE
2
5
' L
A
N
D
S
C
A
P
E
S
E
T
B
A
C
K
25' LA
ND
SC
AP
E S
ET
BA
CK
SPLIT-RAIL
FENCE
CROSSPAN
C
R
O
S
S
P
A
N
C
R
O
S
S
P
A
N
CROSSPAN
DETENTION
FACILITY
S
C
H
O
O
N
O
V
E
R
D
R
IV
E
5
0
' R
.O
.W
.
(
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
W
IN
N
E
R
C
R
E
E
K
D
R
IV
E
5
0
' R
.O
.W
.
(L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
- P
U
B
L
IC
)
B
U
L
L
R
U
N
D
R
IV
E
5
0
' R
.O
.W
.
(
L
O
C
A
L
R
E
S
ID
E
N
T
IA
L
-
P
U
B
L
IC
)
(L
OC
AL
R
ES
ID
EN
TIA
L - P
UB
LIC
)
REDSHIRT POINT
30' R.O.W. (PRIVATE)
BLA
C
KM
ER
S
TR
EE
T
50' R
.O
.W
.
(LO
C
AL R
ES
ID
EN
TIA
L - P
U
BLIC
)
F
IS
H
H
O
O
K
P
O
IN
T
3
0
' R
.O
.W
. (P
R
IV
A
T
E
)
R
E
D
S
H
IR
T
P
O
IN
T
3
0
' R
.O
.W
. (
P
R
IV
A
T
E
)
K
E
Y
H
O
L
E
P
O
IN
T
3
0
' R
.O
.W
. (
P
R
IV
A
T
E
)
BIG
JO
HN
SO
N D
RIV
E
50
' R
.O
.W
.
(L
OC
AL
R
ES
ID
EN
TIA
L - P
UB
LIC
)
50'
ROW
50' ROW
80' ROW
50'
ROW
50'
ROW
50'
ROW
210'
ROW
CROSSPAN
S
IG
H
T
T
R
IA
N
G
L
E
(4) GUEST
PARKING
5' WALK, TYP.
5
' W
A
L
K
, T
Y
P
.
LOT 592
LOT 324
LOT 326
LOT 325
LOT 327
LOT 330
LOT 328
LOT 329
LOT 323
LOT 408
LOT 407
LOT 406
LOT 331
LOT 417LOT 419 LOT 418
LOT 421
LOT 420
LOT 422
LOT 405
LOT 423LOT 424
LOT 404
LOT 504
LOT 503
LOT 515
LOT 514
LOT 513
LOT 512
LOT 511
LOT 510
LOT 509
LOT 508
LOT 507
LOT 506
LOT 505
LOT 517
LOT 518
LOT 519
LOT 550 LOT 551
LOT 552LOT 554
LOT 553 LOT 555
LOT 556 LOT 557
LOT 558LOT 560LOT 561LOT 563
LOT 595
LOT 594
LOT 596
LOT 605
LOT 603
LOT 602
LOT 601
LOT 600
LOT 599
LOT 598
LOT 597
LOT 593
LOT 562
LOT 559
LOT 520
LOT 521
LOT 522
LOT 523
LOT 524
LOT 525
LOT 542
LOT 543
LOT 544
LOT 545
LOT 546
LOT 547LOT 549
LOT 564
LOT 568
LOT 581
LOT 582
LOT 583
LOT 591
LOT 590
LOT 589
LOT 588
LOT 587
LOT 584
LOT 586
LOT 585
LOT 570
LOT 569
LOT 567
LOT 565
LOT 566
LOT 526
LOT 527
LOT 539
LOT 540
LOT 541
LOT 575
LOT 576
LOT 580
LOT 577
LOT 574
LOT 573
LOT 572
LOT 571
LOT 528
LOT 529
LOT 530
LOT 531
LOT 532
LOT 533
LOT 534
LOT 535
LOT 536
LOT 537
LOT 538
LOT 579
LOT 578
LOT 516
LOT 604
LOT 548
L
=
5
3
.
5
5
, R
=2
00.00
Δ
=
1
5
°2
0'3
3"
N89° 40' 25.67"E
368.99'
N
7
4
°
1
9
' 5
3
.1
2
"
E
6
1
8
.5
6
'
L
=
91
.0
4
,R
=
340.00
Δ
=
1
5°2
0'3
3"
S
1
5
°
3
9
' 1
2
.0
0
"
E
3
5
9
.8
3
'
N
1
1
° 1
2
' 5
5
.7
3
"W
2
1
9
.4
9
'
L=
38
.0
1
,
R
=2
0
0
.0
0
Δ=
10
°5
3'2
1
"
N0° 19' 34.33"W
135.73'
S89° 40' 25.67"W
368.94'
S
7
4
°
1
9
' 5
3
.1
2
"
W1
6
3
.2
8
'
S
1
5
°
3
9
' 1
2
.0
0
"
E
4
4
7
.8
6
'
L
=
4
3
1
.4
5
, R
=
1
9
2
5
.0
0
Δ
=
1
2
°5
0
'3
0
"
S
7
4
°
2
0
' 4
8
.0
0
"
W2
4
0
.5
2
'
L=
81.6
8,
R
=
5
2
.
0
0
Δ=
9
0
°
0
0
'
0
0
"
N
6° 43' 15.86"W
254.44'
L
=
8
3
.
9
2
,
R
=
5
2
.
0
0
Δ
=
9
2
°
2
7
'
5
4
"
N
7
4
°
2
0
' 4
8
.0
0
"
E
, 5
2
5
.8
7
'
N
1
5
°
3
9
' 1
2
.0
0
"
W
, 4
6
9
.9
8
'
N
7
4
°
2
0
' 4
8
.0
0
"
E
, 3
8
5
.1
4
'
L
=
7
3
4
.0
8
, R
=
2
7
5
9.9
5
Δ
=
1
5
°1
4
'2
1"
F
R
O
N
T
S
ID
E
D
R
IV
E
8
0
' R
.O
.W
. (
N
O
N
-
R
E
S
. C
O
L
L
E
C
T
O
R
-
P
U
B
L
IC
)
(
P
L
A
T
T
E
D
W
IT
H
F
IL
IN
G
N
O
. 1
)
P
A
R
A
L
L
E
L
R
A
M
P
T
Y
P
.
PROPERTY LINE
PROPERTY LINE
R
E
A
R
R
E
A
R
FRONT FRONT
FRONT FRONT FRONT
FR
O
N
T
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
SHEET 12 OF 24
MATCH LINE SEE SHEET 11 - SP05
MATCH LINE SEE SHEET 10 - SP04
PUD SITE
PLAN
SP06
BS
JA
GS
KEY MAP
SP06
GR06
UT06
B
R
A
D
L
E
Y
R
D
.
PO
WE
RS
B
LV
D.
SP01
GR01
UT01
SP03
GR03
UT03
SP02
GR02
UT02
SP04
GR04
UT04
SP05
GR05
UT05
PO
WE
RS
B
LV
D. 210' R
.O
.W
.
(F
RE
EW
AY
)
AP
Z2 Z
ON
E
5.00
5.0
0
PROPERTY LINE
PROPERTY LINE
A
A
B B T
A
W
W
W
W
W
W
W
LOT 254
LOT 184
LOT 256
LOT 255
LOT 267
LOT 270
LOT 264
LOT 265
LOT 268
LOT 266
LOT 269
LOT 237
LOT 240
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 214
LOT 215
LOT 176
LOT 241
LOT 165LOT 166
LOT 167
LOT 174LOT 175
LOT 168
LOT 173LOT 172
LOT 170
LOT 153
LOT 199
LOT 169
LOT 146
LOT 198
LOT 150
LOT 197
LOT 147
LOT 149LOT 148
LOT 76
LOT 78
LOT 145
LOT 79
LOT 77
LOT 81
LOT 82
LOT 83
LOT 80
LOT 109
LOT 140
LOT 141
LOT 142
LOT 111
LOT 110
LOT 208
LOT 247
LOT 207
LOT 209
LOT 210
LOT 246
LOT 245
LOT 211
LOT 244
LOT 213
LOT 243
LOT 242
LOT 212
LOT 143
LOT 112
LOT 200
LOT 196
LOT 194LOT 195
LOT 152
LOT 193
LOT 151
LOT 189 LOT 188LOT 187
LOT 185
LOT 183LOT 182
LOT 181LOT 180
LOT 178
LOT 190LOT 191
LOT 179
LOT 192
LOT 261
LOT 263
LOT 260
LOT 259
LOT 248
LOT 250
LOT 249
LOT 253
LOT 251
LOT 252
LOT 201
LOT 202
LOT 203
LOT 204
LOT 205
LOT 206
LOT 144
LOT 257
LOT 171
LOT 258
LOT 164
LOT 177
LOT 186
LOT 163
LOT 162
LOT 161
LOT 160
LOT 159
LOT 158
LOT 157
LOT 156
LOT 155
LOT 154
LOT 262
4.0%
3
:
1
3
:1
5
8
5
0
5
8
5
5
5
8
5
5
5
8
7
0
5
8
7
5
A
1
.
0
%
1
.
0
%
2
.3
%
0.8%
0.8%
2.0%
2.6%
0.8%
0
.
7
%
3
:
1
3
:
1
3:1
3
:1
3
:
1
3
:
1
3:1
3:1
4:1
4:1
0.7%
1.0%
3:1
LP
LP
W
W
W
W
W
W
W
W
W
W
HP
W
G
G
G
G
G
B
B
B
B
B
T
A
B
BBBBB
B
B
B
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
W
W
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
WEST POND
(PROPOSED FULL
SPECTRUM
DETENTION POND)
58
75
58
75
58
70
5870
5875
5875
5875
5880
5885
5
8
8
5
5
8
9
0
5
8
8
5
5
8
8
5
5
8
9
0
5
8
8
5
5
8
8
0
5
8
7
5
5
8
7
5
5
8
7
0
5865
5870
5880
58
75
5
8
8
0
5
8
8
5
5
8
8
0
5
8
8
0
5
8
8
0
5875
5
8
8
0
5
8
8
0
5875
5
8
7
5
5
8
7
5
5
8
7
0
5
8
7
5
5
8
7
5
5885
5880
5
8
7
0
5
8
8
0
G
W
W
W
A
A
A
A
B
B
B
B
A
A
A
A
A
T
B
B
5890
5875
LP
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
AAA
A
AA
A A A A A A
A
BB B B B B B B
AA
A A A A
T
BB
B
BB
B
T
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
EX. 20' GAS
EASEMENT
LP
LP
HP
HP
PROPOSED
ACCESS ROAD
DETENTION POND)
LOT 116
LOT 115
LOT 114
LOT 113
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRELIMINARY
GRADING PLAN
GR01
SHEET 13 OF 24
AL
NS
GS
APZ1 ZONE
APZ2 ZONE
AP
Z2 Z
ON
E
PO
WE
RS
B
LV
D. 210' R
.O
.W
.
(F
RE
EW
AY
)
5.00
5.0
0
PR
OP
ER
TY
LIN
E
W
W
W
LOT 275
LOT 273
LOT 272
LOT 274
LOT 270
LOT 268
LOT 271
LOT 269
LOT 237
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 232
LOT 220
LOT 221
LOT 235
LOT 233
LOT 219
LOT 234
LOT 76
LOT 78
LOT 74
LOT 79
LOT 75
LOT 70
LOT 73
LOT 71
LOT 72
LOT 68
LOT 66
LOT 67
LOT 69
LOT 62
LOT 61
LOT 51
LOT 64
LOT 63
LOT 50
LOT 54
LOT 55
LOT 65
LOT 56
LOT 59
LOT 77
LOT 84
LOT 85
LOT 60
LOT 81
LOT 82
LOT 83
LOT 90
LOT 86
LOT 89
LOT 80
LOT 88
LOT 87
LOT 104
LOT 93
LOT 94
LOT 92
LOT 91
LOT 103
LOT 95
LOT 108
LOT 105
LOT 106
LOT 107
LOT 109
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 102
LOT 136
LOT 137
LOT 138
LOT 139
LOT 140
LOT 141
LOT 142
LOT 131
LOT 132
LOT 133
LOT 134
LOT 135
LOT 129
LOT 130
LOT 229
LOT 228
LOT 227
LOT 226
LOT 225
LOT 224
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 42
LOT 46
LOT 45
LOT 26
LOT 25
LOT 24
LOT 32
LOT 31
LOT 30
LOT 29
LOT 2
LOT 3
LOT 111
LOT 110
LOT 305
LOT 306
LOT 58
LOT 57
LOT 143
LOT 112
LOT 277
LOT 222
LOT 276
LOT 231
LOT 280
LOT 279
LOT 223
LOT 278
LOT 307
LOT 308
LOT 1
LOT 128
LOT 53
LOT 44
LOT 52
LOT 49
LOT 43
LOT 28
LOT 48
LOT 47
LOT 230
LOT 27
3
:1
5
8
7
5
2.0%
2.6%
3
:
1
4:1
4:1
2
.
5
%
3
.3
%
4
.
0
%
4
.4
%
3
.2
%
2
.
2
%
4
.
9
%
3
.
2
%
3
.
2
%
2
.
5
%
2
.
5
%
2
.
5
%
4.0%
4
.
1
%
4
.
2
%
5
.
0
%
5
.
0
%
1.0%
6
.
4
%
6.1%
0
.7
%
5.8
%
4
:
1
3
:1
3
:
1
3
:1
3:1
3
:
1
3
:
1
3
:1
3:1
3
:
1
3
:
1
3:1
3
:
1
3
:1
3
:
1
HP
A
A
A
A
W
W
W
W
WEST POND
(PROPOSED FULL
5875
5875
5870
5870
5875
5875
5875
5880
5885
5
8
8
5
5
8
9
0
5
8
9
0
5
8
8
5
5
8
8
0
5
8
7
0
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
A
A
A
A
A
A
A
A
A
A
G
G
G
G
G
W
W
W
G
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
G
G
W
W
W
W
W
W
W
W
W
G
B
B
B
B
B
B
B
B
B
B
B
B
B
B
T
A
A
A
A
B
A
A
A
A
A
A
A
A
A
A
A
A
A
T
B
B
G
W
W
W
W
W
W
W
W
W
W
G
A
A
A
A
A
A
A
A
A
G
W
W
W
W
W
W
W
W
W
G
A
A
A
A
A
A
A
A
A
A
A
B
B
B
5
8
7
0
5
8
7
5
5
8
7
5
5
8
7
5
5880
5
8
8
5
5
8
9
0
5
8
9
5
5
9
0
0
5
9
0
5
5
9
1
0
5915
5905
5
9
0
0
5
8
8
5
5
8
9
0
5
9
1
0
5
9
0
5
5
9
0
0
5
8
9
5
5
9
0
0
5
9
0
5
5
9
1
0
5
9
1
0
5
9
1
5
5
9
0
5
5
9
1
0
5905
5905
5
9
0
0
5895
5890
5
8
8
5
5
9
0
5
5
9
0
0
5
8
9
5
5
8
9
5
5
8
9
0
5
8
7
5
5
8
8
0
5
8
8
5
5
9
0
0
5
8
7
0
5
8
7
5
5
8
8
0
5
8
8
5
5
8
9
0
5
8
9
5
5
9
0
0
5
9
0
5
5
8
9
0
5
8
9
5
5
9
0
0
5
9
0
5
5890
5885
5880
5
8
9
0
5
8
8
5
5
8
8
0
5
8
8
0
5
8
7
5
5
8
7
0
5875
5
8
7
5
G
5
8
8
5
5885
5
8
8
0
A
5910
5915
5
9
2
0
5
8
9
5
5
8
8
5
PR
OP
ER
TY
L
IN
E
PROPERTY LINE
PROPERTY LINE
592
5
LP
HP
LP
LP
HP
A
PROPOSED EMERGENCY
SPILLWAY
WEST POND
(PROPOSED FULL
SPECTRUM
DETENTION POND)
LOT 127
LOT 126
LOT 125
LOT 124
LOT 123
LOT 122
LOT 121
LOT 120
LOT 119
LOT 118
LOT 117
LOT 116
LOT 115
LOT 114
LOT 113
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRELIMINARY
GRADING PLAN
GR02
SHEET 14 OF 24
AL
NS
GS
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
W
W
W
LOT 302
LOT 349
LOT 275
LOT 273
LOT 272
LOT 274
LOT 270
LOT 268
LOT 271
LOT 269
LOT 237
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 215
LOT 232
LOT 220
LOT 221
LOT 235
LOT 233
LOT 219
LOT 234
LOT 26
LOT 25
LOT 24
LOT 2
LOT 3
LOT 489
LOT 488
LOT 487
LOT 486
LOT 485
LOT 484
LOT 483
LOT 482
LOT 481
LOT 480
LOT 479
LOT 478
LOT 477
LOT 286LOT 287LOT 289 LOT 288LOT 291
LOT 292
LOT 290
LOT 293
LOT 294
LOT 295
LOT 299
LOT 297
LOT 296
LOT 298
LOT 301
LOT 300
LOT 304
LOT 303
LOT 305
LOT 351
LOT 306
LOT 353
LOT 356
LOT 352
LOT 354
LOT 358
LOT 350
LOT 359
LOT 355
LOT 357
LOT 468
LOT 364
LOT 368
LOT 362
LOT 363
LOT 366
LOT 367
LOT 365
LOT 369
LOT 370
LOT 277
LOT 222
LOT 276
LOT 231
LOT 282
LOT 281
LOT 280
LOT 283
LOT 360
LOT 284
LOT 279
LOT 278
LOT 361
LOT 348
LOT 307
LOT 308
LOT 464
LOT 462
LOT 460
LOT 463
LOT 459 LOT 461
LOT 285
LOT 458LOT 457
LOT 1
LOT 470
LOT 472LOT 471 LOT 473 LOT 474
LOT 467 LOT 466
LOT 475
LOT 469
LOT 476
LOT 465
LOT 27
3
:1
3
:
1
3
:
1
5
8
7
5
3
:
1
2
.
5
%
3
.3
%
4
.
0
%
4
.4
%
6
.
4
%
6.1%
0
.7
%
4.0%
4.0%
4
.
5
%
5.8
%
2
.0
%
4
.
0
%
4
.
1
%
5
.6
%
2
.
8
%
4
.
5
%
4.4%
3.3%
4.0%
3:1
3:1
3:1
3
:
1
3
:
1
3:1
3:1
3
:1
HP
A
A
A
A
W
5
8
9
0
5
8
8
5
5
8
8
0
5
8
7
0
W
A
A
A
A
A
A
A
A
A
G
W
W
W
W
W
A
A
A
A
B
B
B
5895
5890
5
8
8
5
5
8
9
5
5
8
9
0
5
8
7
5
5
8
8
0
5
8
8
5
5
8
7
0
5
8
7
5
5
8
8
0
5
8
8
5
5890
5885
5880
5
8
9
0
5
8
8
5
5
8
8
0
5
8
8
0
5
8
7
5
5
8
7
0
5875
5
8
7
5
3
.
9
%
B
B
B
B
B
B
B
B
B
T
A
A
A
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
GG G
G
B
A
A
A
A
A
A
A
A
A
A
A
A
W
W
W
W
5
8
7
0
5
8
6
5
5860
5
8
6
5
5
8
8
5
5
8
8
0
5
8
7
5
5
8
7
0
5865
5860
5855
5885
5
8
8
0
5
8
7
5
5
8
7
0
5
8
6
5
5
8
6
0
5
8
5
5
5
8
5
0
5
8
6
5
5
8
7
0
5
8
6
0
5
8
5
5
5
8
7
5
5880
58
85
B
A
B
A
A
A
A
A
A
A
A
A
A
A
A
AA A
A
B
B
B BB
B
A
3:1
1.6%
3.1% 2.8%
3.5%
3.4%
5
8
7
0
5
8
6
5
5
8
6
0
5
8
5
5
5
8
5
0
5
8
5
5
5
8
6
0
5
8
6
5
5
8
7
0
5
8
7
5
5880
5
8
8
5
5885
5880
5
8
7
5
5
8
7
0
5865
5
8
6
5
5
8
6
0
5855
5
8
7
0
5865
5870
5
8
7
0
5
8
7
5
5
8
8
0
5
8
8
5
5
8
9
5
5
8
9
0
5
8
8
5
5
8
7
0
5
8
7
5
5875
5
8
6
55
8
6
0
5855
3:1
LP
G
GG G G G G G
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
EXISTING FILING 1
TO REMAIN
PR
OP
ER
TY
LIN
E
PROPERTY LINE
LP
LP
LP
HP
LP
LP
HP
3.3%
B
BB B B B B B
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRELIMINARY
GRADING PLAN
GR03
SHEET 15 OF 24
AL
NS
GS
AP
Z1
Z
ON
E
PROPERTY LINE
PROPERTY LINE
LOT 33
LOT 349
LOT 333
LOT 391
LOT 393
LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 20
LOT 21
LOT 34
LOT 35
LOT 26
LOT 25
LOT 24
LOT 32
LOT 31
LOT 30
LOT 29
LOT 18
LOT 19
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 17
LOT 16
LOT 15
LOT 14
LOT 7
LOT 324
LOT 326
LOT 325
LOT 327
LOT 320
LOT 328
LOT 329
LOT 321
LOT 322
LOT 323
LOT 316
LOT 315
LOT 317
LOT 318
LOT 312
LOT 319
LOT 310
LOT 311
LOT 313
LOT 314
LOT 309
LOT 336
LOT 334
LOT 335
LOT 340
LOT 345
LOT 343
LOT 344
LOT 337
LOT 339
LOT 342
LOT 338
LOT 341
LOT 346
LOT 414
LOT 416
LOT 415
LOT 392
LOT 347
LOT 348
LOT 307
LOT 308
LOT 1
LOT 23
LOT 332
LOT 22
LOT 539
LOT 536
LOT 537
LOT 538
2
.
5
%
3
.3
%
4
.4
%
5
.0
%
5
.0
%
3
.3
%
3
.1
%
3
.0
%
5
.8
%
4
.0
%
4
.0
%
4
.4
%
4
.6
%
0
.8
%
3
:1
HP
HP
HP
W
W
W
G
A
A
A
A
A
A
A
B
B
B
5
9
0
5
5
9
0
5
5
9
0
0
5
8
9
5
5
8
9
5
5
8
9
0
B
B
G
B
B
G
G
G
G
G
G
G
A
A
A
T
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
3
.
3
%
5
.0
%
HP
A
A
A
A
5910
5915
5
9
2
0
5
9
1
0
5
9
1
5
5
9
2
0
5
9
2
5
5
9
2
5
5
9
2
0
5
9
1
5
5
9
1
0
5
9
0
5
5
9
0
0
5
9
0
5
5
8
9
5
5900
5
9
0
5
5910
5
9
1
0
5
9
0
5
5
9
0
0
5
8
9
5
5
8
9
0
5
8
9
5
5
9
0
0
5
9
0
5
5
9
1
0
5
8
9
0
5
8
9
5
5
9
0
0
5
9
0
5
5
8
8
5
5
9
1
0
5905
1
.2
%
B
B
A
5
9
1
5
B
B
B
A
A
A
A
T
A
A
A
A
A
A
A
P
R
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
IN
E
5
9
2
0
5
9
1
5
5
9
1
5
3
:
1
3
:1
3
:
1
5
:
1
???
5925
5
9
3
0
5
9
3
5
5
9
4
0
5
9
2
5
5
9
3
0
5
9
3
5
5
9
4
0
5
9
2
5
5
9
2
0
5
9
1
5
5
9
0
5
5
9
1
0
5
9
2
0
G
B
T
T
T
B
B
A
A
LP
LP
LP
HP
HP
B
LP
LP
HP
A
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRELIMINARY
GRADING PLAN
GR04
SHEET 16 OF 24
AL
NS
GS
PROPERTY LINE
PROPERTY LINE
LOT 499
LOT 394
LOT 349
LOT 333
LOT 389
LOT 391
LOT 399
LOT 393
LOT 395
LOT 400
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8
LOT 7
LOT 489
LOT 488
LOT 487
LOT 486
LOT 485
LOT 494
LOT 493
LOT 492
LOT 491
LOT 490
LOT 497
LOT 496
LOT 495
LOT 498
LOT 324
LOT 326
LOT 325
LOT 327
LOT 330
LOT 320
LOT 328
LOT 329
LOT 321
LOT 322
LOT 323
LOT 316
LOT 315
LOT 317
LOT 318
LOT 312
LOT 319
LOT 310
LOT 311
LOT 313
LOT 314
LOT 309
LOT 306
LOT 350
LOT 336
LOT 334
LOT 335
LOT 340
LOT 345
LOT 343
LOT 344
LOT 337
LOT 339
LOT 408
LOT 342
LOT 338
LOT 341
LOT 407
LOT 346
LOT 406
LOT 409
LOT 413
LOT 414
LOT 411
LOT 412
LOT 410
LOT 416
LOT 396
LOT 415
LOT 398
LOT 397
LOT 402
LOT 401
LOT 384
LOT 387
LOT 386
LOT 390
LOT 385
LOT 383
LOT 388
LOT 382
LOT 379LOT 378
LOT 373
LOT 377
LOT 374
LOT 376
LOT 372
LOT 375
LOT 364
LOT 368
LOT 366
LOT 367
LOT 365
LOT 371
LOT 369
LOT 370
LOT 392
LOT 347
LOT 348
LOT 307
LOT 308
LOT 331
LOT 433
LOT 435
LOT 431
LOT 436 LOT 434
LOT 438
LOT 437
LOT 439
LOT 425
LOT 440
LOT 432
LOT 426 LOT 427 LOT 428LOT 429
LOT 417
LOT 430
LOT 419 LOT 418
LOT 421
LOT 420
LOT 422
LOT 405
LOT 423LOT 424
LOT 404
LOT 380
LOT 403
LOT 381
LOT 448LOT 445 LOT 446 LOT 447
LOT 444LOT 441
LOT 456
LOT 443LOT 442
LOT 453LOT 455 LOT 454 LOT 451LOT 452 LOT 450 LOT 449
LOT 464
LOT 462
LOT 460
LOT 463
LOT 459 LOT 461LOT 458LOT 457
LOT 1
LOT 332
LOT 504
LOT 503
LOT 502
LOT 501
LOT 500
LOT 509
LOT 508
LOT 507
LOT 506
LOT 505
LOT 550 LOT 551
LOT 552LOT 554
LOT 553 LOT 555
LOT 556 LOT 557
LOT 558LOT 560LOT 561LOT 563
LOT 562LOT 559
LOT 542
LOT 543
LOT 544
LOT 545
LOT 546
LOT 547LOT 549
LOT 564
LOT 568
LOT 570
LOT 569
LOT 567
LOT 565
LOT 566
LOT 539
LOT 540
LOT 541
LOT 574
LOT 573
LOT 572
LOT 571
LOT 538
LOT 548
2
.
5
%
3
.3
%
4
.4
%
4.0%
4
.
1
%
2
.
8
%
3
.3
%
3
.1
%
4
.0
%
4
.0
%
4
.4
%
4
.6
%
0
.8
%
3.4%
3.5
%
3.5%
4.0
%
2.0%
3
:
1
3:1
4:1
4:1
HP
HP
B
B
B
5
8
9
5
5
8
9
0
B
B
B
G
G
A
A
A
A
5885
B
B
A
A
A
T
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
A
A
A
A
A
A
B
B
B
B
G
G
GG
GG
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
3:1
3.1% 2.8%
3.4
%
5
8
7
0
5
8
6
5
5
8
8
5
5885
5880
5
8
7
0
5865
5870
5
8
7
0
5
8
7
5
5
8
8
0
5
8
8
5
5900
5
9
0
5
5
9
1
0
5
9
0
5
5
9
0
0
5
8
9
5
5
8
9
0
5
8
9
5
5
9
0
0
5
9
0
5
5
9
1
0
5
8
9
0
5
8
9
5
5
9
0
0
5
9
0
5
5
8
8
5
6.0%
2.8
%
6.0
%
4.6
%
3.7%
3.7%
0
.7
%
1
.6
%
1.6%
4.0%
2.6%
5
9
1
0
5
9
1
0
5
9
0
5
5905
5
9
0
0
5
8
9
5
5
8
9
0
5
8
8
5
5
8
8
0
5880
5
8
7
5
5
8
7
0
5
8
7
5
5
8
8
0
5
8
8
5
5
8
9
0
5895
5900
5
9
0
5
5
8
7
0
5
8
7
5
5
8
8
0
5
8
8
5
5
8
8
5
5
8
9
0
5
8
9
5
5
8
9
5
5
8
9
0
5
9
0
0
5
8
9
5
5
9
0
0
5
8
9
5
5
8
9
0
5
8
8
5
5
8
8
5
5
8
9
0
5
8
8
5
5
8
8
0
5875
5905
5
9
0
0
5
9
0
5
1
.2
%
1
.5
%
1.5%
1
.7
%
1
.7
%
4
.0
%
3:1
5900
5905
5910
5905
B
B
B
B
B
B
B
B
B
B
B
B
A
A
A
A
A
A
A
A
AA A
1
.8
%
5
9
1
0
B
B
B
B
B
B
B
B
B
B
B
B
B
A
A
A
A
T
A
A
A
A
A
A
A
HP
HP
BB
B B
BB
B
B
B
BB B B B B B
A A A A A A A A
B
BB B B B B B
G
GG G G G G G
A
A
A
A
A
A
A A A A A A A A A A A A
B
B
B
B
B B B B B B B B B B
A
A
A
A
A
P
R
O
P
E
R
T
Y
L
IN
E
5
9
1
5
5
9
1
5
LP
LP
LP
LP
LP
HP
LP
HP
LP
LP
HP
B
BB B B B B B
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRELIMINARY
GRADING PLAN
GR05
SHEET 17 OF 24
AL
NS
GS
ST
OP
PROPERTY LINE
PROPERTY LINE
LOT 592
LOT 324
LOT 326
LOT 325
LOT 327
LOT 330
LOT 328
LOT 329
LOT 323
LOT 408
LOT 407
LOT 406
LOT 331
LOT 417LOT 419 LOT 418
LOT 421
LOT 420
LOT 422
LOT 405
LOT 423LOT 424
LOT 404
LOT 504
LOT 503
LOT 515
LOT 514
LOT 513
LOT 512
LOT 511
LOT 510
LOT 509
LOT 508
LOT 507
LOT 506
LOT 505
LOT 517
LOT 518
LOT 519
LOT 550 LOT 551
LOT 552 LOT 554LOT 553 LOT 555
LOT 556 LOT 557
LOT 558LOT 560LOT 561LOT 563
LOT 595
LOT 594
LOT 596
LOT 605
LOT 603
LOT 602
LOT 601
LOT 600
LOT 599
LOT 598
LOT 597
LOT 593
LOT 562
LOT 559
LOT 520
LOT 521
LOT 522
LOT 523
LOT 524
LOT 525
LOT 542
LOT 543
LOT 544
LOT 545
LOT 546
LOT 547
LOT 549
LOT 564
LOT 568
LOT 581
LOT 582
LOT 583
LOT 591
LOT 590
LOT 589
LOT 588
LOT 587
LOT 584
LOT 586
LOT 585
LOT 570
LOT 569
LOT 567
LOT 565
LOT 566
LOT 526
LOT 527
LOT 539
LOT 540
LOT 541
LOT 575
LOT 576
LOT 580
LOT 577
LOT 574
LOT 573
LOT 572
LOT 571
LOT 528
LOT 529
LOT 530
LOT 531
LOT 532
LOT 533
LOT 534
LOT 535
LOT 536
LOT 537
LOT 538
LOT 579
LOT 578
LOT 516
LOT 604
LOT 548
3.4%
2.0%
2.4
%
4:1
HP
A
A
A
A
A
A
A
A
A
A
A
A
A
5
9
1
0
5
9
1
0
5
9
1
0
5
9
0
5
5905
5
9
0
0
5
8
9
5
5
9
0
0
5
9
0
5
1
.2
%
1
.5
%
1.5%
1
.7
%
1
.7
%
5900
5905
5910
5905
3
.9
%
3
.9
%
1
.8
%
2.2%
2
.2
%
3.5
%
3
.9
%
3.9
%
5
8
9
5
5
8
9
0
5
9
0
0
5
9
0
0
5
8
9
5
5895
5
9
0
0
5
9
1
0
5
9
1
0
5
9
0
5
5
9
0
0
5910
5
9
0
5
5
9
1
0
5
9
0
0
5
8
9
5
5
9
1
5
5880
B
B
B
A
A
A
A
A
A
A
HP
HP
HP
HP
BB
B B
BB
B
B
A
A
A
A
A
A
A A A A A A A A A A A A
B
B
B
BB B B B B B B B B B
A
A
A
T
B
B
B
B
A
A
A
A
A
A
A
T
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
P
R
O
P
E
R
T
Y
L
IN
E
P
R
O
P
E
R
T
Y
L
IN
E
4:1
3:1
4:1
4:1
PR
OP
ER
TY
LIN
E
5
9
2
0
5
9
1
5
5
9
1
5
LP
HP
HP
LP
T
NORTH POND
(PROPOSED FULL SPECTRUM
DETENTION POND)
PROPOSED EMERGENCY
SPILLWAY
A
A
A
A
A
A
A
A
A
A
A
A
A
PROPOSED
ACCESS ROAD
3:1
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRELIMINARY
GRADING PLAN
GR06
SHEET 18 OF 24
AL
NS
GS
4
7
9
1
S
F
2
5
3
3
S
F
23302 SF
257397 SF
T
R
A
C
T
F
T
R
A
C
T
G
TRACT B
TRACT A
5910 SF
10323 SF
5108 SF
5489 SF
5500 SF
5500 SF
5500 SF
6600 SF
5500 SF
5500 SF
5505 SF
5500 SF
7431 SF
7544 SF
6880 SF
7712 SF
7222 SF
8271 SF
6258 SF
6238 SF
5500 SF
5500 SF
5500 SF
5500 SF
5500 SF
5500 SF
5500 SF
5501 SF
6673 SF
6594 SF
5549 SF
5500 SF
5500 SF
7928 SF
6388 SF
5548 SF
5774 SF
6444 SF
6330 SF6639 SF
5500 SF5500 SF
6050 SF6050 SF
6050 SF6050 SF
7174 SF
6747 SF
5500 SF5500 SF
5500 SF
8183 SF
6068 SF
5500 SF5500 SF
5500 SF5500 SF
10711 SF
5405 SF
4568 SF
4182 SF
6242 SF
5941 SF
6115 SF
5904 SF
5937 SF
5617 SF
5500 SF
6316 SF
6525 SF
6258 SF
6258 SF
6258 SF
6620 SF
4644 SF
4644 SF
5046 SF
5662 SF
5672 SF
4465 SF
4542 SF
4293 SF
5938 SF
5448 SF
4585 SF
4585 SF
5422 SF
4358 SF
4587 SF
4447 SF
4987 SF
4500 SF
4500 SF
4370 SF
4500 SF
4500 SF 4500 SF
6369 SF
5500 SF5500 SF
7064 SF
9651 SF
5500 SF
5500 SF5500 SF
5500 SF
5500 SF
5500 SF6600 SF
6600 SF
6600 SF
6600 SF
6694 SF
5983 SF
5805 SF
5839 SF
5840 SF
5858 SF
5888 SF
5874 SF
5839 SF
5839 SF
5901 SF
5881 SF
5945 SF
5862 SF
5793 SF
5833 SF
5910 SF
5819 SF
257397 SF
TRACT A
5.00
5.0
0
LOT 254
LOT 184
LOT 256
LOT 255
LOT 267
LOT 270
LOT 264
LOT 265
LOT 268
LOT 266
LOT 269
LOT 237
LOT 240
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 214
LOT 215
LOT 176
LOT 241
LOT 165LOT 166
LOT 167
LOT 174LOT 175
LOT 168
LOT 173LOT 172
LOT 170
LOT 153
LOT 199
LOT 169
LOT 146
LOT 198
LOT 150
LOT 197
LOT 147
LOT 149 LOT 148
LOT 76
LOT 78
LOT 145
LOT 79
LOT 77
LOT 81
LOT 82
LOT 83
LOT 80
LOT 109
LOT 115
LOT 116
LOT 114
LOT 140
LOT 141
LOT 142
LOT 111
LOT 110
LOT 208
LOT 247
LOT 207
LOT 209
LOT 210
LOT 246
LOT 245
LOT 211
LOT 244
LOT 213
LOT 243
LOT 242
LOT 212
LOT 143
LOT 113
LOT 112
LOT 200
LOT 196
LOT 194LOT 195
LOT 152
LOT 193
LOT 151
LOT 189LOT 188
LOT 187
LOT 185
LOT 183LOT 182
LOT 181LOT 180
LOT 178
LOT 190LOT 191
LOT 179
LOT 192
LOT 261
LOT 263
LOT 260
LOT 259
LOT 248
LOT 250
LOT 249
LOT 253
LOT 251
LOT 252
LOT 201
LOT 202
LOT 203
LOT 204
LOT 205
LOT 206
LOT 144
LOT 257
LOT 171
LOT 258
LOT 164
LOT 177
LOT 186
LOT 163
LOT 162
LOT 161
LOT 160
LOT 159
LOT 158
LOT 157
LOT 156
LOT 155
LOT 154
LOT 262
PROPERTY LINE
PROPERTY LINE
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
3
4
4
TRAILS AT ASPEN
RIDGE FILING NO. 1
TRAILS AT ASPEN
RIDGE FILING NO. 1
5
3
4
4
3
5
4
3
4
4
4
3
3
4
3
3
3
4
4
3
3
4
4
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
NOTES:
1. ALL STORM LINES SHOWN ARE HEREON PUBLIC UNLESS OTHERWISE NOTED.
2. ALL STORM LINES SHALL BE HDPE OR CLASS III RCP.
PROPOSED SANITARY
SEWER MANHOLE
PROPOSED FIRE HYDRANT
2
1
PROPOSED STORM
SEWER MANHOLE
3
PROPOSED STORM
SEWER INLET
4
PROPOSED STORM
SEWER FLARED END
SECTION
5
LOT LINE
PROPOSED STORM SEWER (RCP/PP)
PROPERTY LINE
LEGEND
PROPOSED 8" WATER MAIN
PROPOSED SANITARY MAIN
PROPOSED 12" WATER MAIN
PRELIMINARY
UTILITY PLAN
UT01
SHEET 19 OF 24
MATCHLINE SEE SHEET 20 - UT02
MATCHLINE SEE SHEET 21 - UT03
MATCHLINE
BS
NS
GS
5914 SF
258181 SF
4187 SF
257397 SF
257397 SF
FUTURE PARK
TRACT E
TRACT C
TRACT A
TRACT A
4275 SF
4370 SF
5059 SF
4923 SF
4942 SF
4580 SF
4354 SF
5578 SF
5292 SF
4275 SF
6905 SF
4480 SF
4462 SF
4684 SF
4967 SF
4671 SF
5301 SF
5745 SF
5093 SF
6930 SF
6947 SF
6912 SF
7792 SF
6556 SF
6806 SF
10697 SF
5405 SF
4568 SF
4182 SF
5539 SF
5637 SF
4466 SF
4466 SF
4644 SF
4644 SF
4275 SF
4275 SF
4274 SF
4272 SF
4271 SF
5025 SF
4275 SF
4275 SF
4275 SF
4778 SF
5026 SF
5286 SF
5078 SF
5336 SF
5465 SF
5371 SF
8125 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4300 SF
4505 SF
5536 SF
5046 SF
4727 SF
4514 SF
4332 SF
5046 SF
5662 SF
5672 SF
6121 SF
6229 SF
6115 SF
6428 SF
4465 SF
4647 SF
4548 SF
4542 SF
4293 SF
4332 SF
4323 SF
4497 SF
4673 SF
4307 SF
4788 SF
4377 SF
4675 SF
4304 SF
4299 SF
4294 SF
4289 SF
4284 SF
5881 SF
5938 SF
5574 SF
5614 SF
4494 SF
4315 SF
4231 SF
4480 SF
5871 SF
4251 SF
4256 SF
4261 SF
4266 SF
4572 SF
4484 SF
4448 SF
4342 SF
4246 SF
5448 SF
4585 SF
4585 SF
5422 SF
5436 SF
4717 SF
4770 SF
4358 SF
4524 SF
5225 SF
4091 SF
4275 SF
4275 SF
4275 SF
5792 SF
7387 SF
4666 SF
4802 SF
6903 SF
4275 SF
4783 SF
4587 SF
4587 SF
4275 SF
4278 SF
4587 SF
4587 SF
4587 SF
4447 SF
4987 SF
6006 SF
5839 SF
5824 SF
5926 SF
5839 SF
5972 SF
5666 SF
5839 SF
5858 SF
5888 SF
5874 SF
5839 SF
5839 SF
5901 SF
5793 SF
5833 SF
5747 SF
5910 SF
5734 SF
5730 SF
5794 SF
5837 SF
257397 SF
TRACT A
5.00
5.0
0
LOT 275
LOT 273
LOT 272
LOT 274
LOT 270
LOT 268
LOT 271
LOT 269
LOT 237
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 232
LOT 220
LOT 221
LOT 235
LOT 233
LOT 219
LOT 234
LOT 76
LOT 78
LOT 74
LOT 79
LOT 75
LOT 70
LOT 73
LOT 71
LOT 72
LOT 68
LOT 66
LOT 67
LOT 69
LOT 62
LOT 61
LOT 51
LOT 64
LOT 63
LOT 50
LOT 54
LOT 55
LOT 65
LOT 56
LOT 59
LOT 77
LOT 84
LOT 85
LOT 60
LOT 81
LOT 82
LOT 83
LOT 90
LOT 86
LOT 89
LOT 80
LOT 88
LOT 87
LOT 104
LOT 93
LOT 94
LOT 92
LOT 91
LOT 103
LOT 95
LOT 108
LOT 105
LOT 106
LOT 107
LOT 109
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 102
LOT 123
LOT 124
LOT 125
LOT 119
LOT 120
LOT 121
LOT 122
LOT 115
LOT 116
LOT 117
LOT 118
LOT 114
LOT 136
LOT 137
LOT 138
LOT 139
LOT 140
LOT 141
LOT 142
LOT 131
LOT 132
LOT 133
LOT 134
LOT 135
LOT 129
LOT 130
LOT 229
LOT 228
LOT 227
LOT 226
LOT 225
LOT 224
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 42
LOT 46
LOT 45
LOT 26
LOT 25
LOT 24
LOT 32
LOT 31
LOT 30
LOT 29
LOT 2
LOT 3
LOT 111
LOT 110
LOT 305
LOT 306
LOT 58
LOT 57
LOT 143
LOT 113
LOT 112
LOT 277
LOT 222
LOT 276
LOT 231
LOT 280
LOT 279
LOT 223
LOT 278
LOT 307
LOT 308
LOT 1
LOT 128
LOT 53
LOT 44
LOT 52
LOT 49
LOT 43
LOT 28
LOT 48
LOT 47
LOT 126
LOT 127
LOT 230
LOT 27
PR
OP
ER
TY
LIN
E
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
1
2
2
2
2
1
2
2
3
3
3
4
4
4
4
TRAILS AT ASPEN
RIDGE FILING NO. 1
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
NOTES:
1. ALL STORM LINES SHOWN ARE HEREON PUBLIC
UNLESS OTHERWISE NOTED.
2. ALL STORM LINES SHALL BE HDPE OR CLASS III
RCP.
PRELIMINARY
UTILITY PLAN
UT02
SHEET 20 OF 24
MATCHLINE SEE SHEET 22 - UT04
MATCHLINE SEE SHEET 23 - UT05
MATCHLINE SEE SHEET 19 - UT01
MA
TC
HLIN
E S
EE
S
HE
ET
21 - U
T03
PROPOSED SANITARY
SEWER MANHOLE
PROPOSED FIRE HYDRANT
2
1
PROPOSED STORM
SEWER MANHOLE
3
PROPOSED STORM
SEWER INLET
4
PROPOSED STORM
SEWER FLARED END
SECTION
5
LOT LINE
PROPOSED STORM SEWER (RCP/PP)
PROPERTY LINE
LEGEND
PROPOSED 8" WATER MAIN
PROPOSED SANITARY MAIN
PROPOSED 12" WATER MAIN
MATCHLINE
BS
NS
GS
258181 SF
41
46
3 S
F
8892 SF
TRACT P
FUTURE PARK
TRACT E
TR
AC
T U
4466 SF
5059 SF
5543 SF
4671 SF
4756 SF
3850 SF3850 SF 3850 SF 3850 SF
3850 SF
3850 SF
3779 SF
5301 SF
5543 SF
5745 SF
5398 SF
5319 SF
6930 SF
6947 SF
6912 SF
11224 SF
6263 SF
5944 SF
5743 SF
7792 SF
6556 SF
6806 SF
10697 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4648 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4466 SF
4275 SF
4443 SF
4275 SF 4275 SF4275 SF 4275 SF 4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
6006 SF
5839 SF
5824 SF
5926 SF
5839 SF
5972 SF
5666 SF
5839 SF
5858 SF
5888 SF
5874 SF
5839 SF
5839 SF
5901 SF
5793 SF
5833 SF
5747 SF
5910 SF
5734 SF
5730 SF
5794 SF
4648 SF
5837 SF
4275 SF 4275 SF 4275 SF 4274 SF
4274 SF4275 SF4275 SF4275 SF
5072 SF
5124 SF
5124 SF
5069 SF
LOT 302
LOT 349
LOT 275
LOT 273
LOT 272
LOT 274
LOT 270
LOT 268
LOT 271
LOT 269
LOT 237
LOT 236
LOT 218
LOT 217
LOT 238
LOT 239
LOT 216
LOT 215
LOT 232
LOT 220
LOT 221
LOT 235
LOT 233
LOT 219
LOT 234
LOT 26
LOT 25
LOT 24
LOT 2
LOT 3
LOT 488
LOT 487
LOT 486
LOT 485
LOT 484
LOT 483
LOT 482
LOT 481
LOT 480
LOT 479
LOT 478
LOT 477
LOT 286LOT 287LOT 289 LOT 288LOT 291
LOT 292
LOT 290
LOT 293
LOT 294
LOT 295
LOT 299
LOT 297
LOT 296
LOT 298
LOT 301
LOT 300
LOT 304
LOT 303
LOT 305
LOT 351
LOT 306
LOT 353
LOT 356
LOT 352
LOT 354
LOT 358
LOT 350
LOT 359
LOT 355
LOT 357
LOT 468
LOT 364
LOT 368
LOT 362
LOT 363
LOT 366
LOT 367
LOT 365
LOT 369
LOT 277
LOT 222
LOT 276
LOT 231
LOT 282
LOT 281
LOT 280
LOT 283
LOT 360
LOT 284
LOT 279
LOT 278
LOT 361
LOT 348
LOT 307
LOT 308
LOT 464
LOT 462
LOT 460
LOT 463
LOT 459 LOT 461
LOT 285
LOT 458LOT 457
LOT 1
LOT 470
LOT 472LOT 471 LOT 473 LOT 474
LOT 467 LOT 466
LOT 475
LOT 469
LOT 476
LOT 465
LOT 27
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
1
1
1
1
1
1
2
2
2
2
2
2
2
2
1
3
3
4
TRAILS AT ASPEN
RIDGE FILING NO. 1
TRAILS AT ASPEN
RIDGE FILING NO. 1
3
3
4
4
3
4
3
4
4
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
NOTES:
1. ALL STORM LINES SHOWN ARE HEREON PUBLIC
UNLESS OTHERWISE NOTED.
2. ALL STORM LINES SHALL BE HDPE OR CLASS III
RCP.
PRELIMINARY
UTILITY PLAN
UT03
SHEET 21 OF 24
MATCHLINE SEE SHEET 22 - UT04
MATCHLINE SEE SHEET 23 - UT05
MATCHLINE SEE SHEET 19 - UT01
MA
TC
HLIN
E S
EE
S
HE
ET
20 - U
T02
PROPOSED SANITARY
SEWER MANHOLE
PROPOSED FIRE HYDRANT
2
1
PROPOSED STORM
SEWER MANHOLE
3
PROPOSED STORM
SEWER INLET
4
PROPOSED STORM
SEWER FLARED END
SECTION
5
LOT LINE
PROPOSED STORM SEWER (RCP/PP)
PROPERTY LINE
LEGEND
PROPOSED 8" WATER MAIN
PROPOSED SANITARY MAIN
PROPOSED 12" WATER MAIN
MATCHLINE
BS
NS
GS
1
3
1
8
S
F
7
1
2
1
S
F
1
4
7
2
S
F
69449 SF
56281 SF
3
1
8
5
6
S
F
T
R
A
C
T
H
T
R
A
C
T
J
T
R
A
C
T
K
TRACT I
TRACT D
T
R
A
C
T
X
4480 SF
4397 SF
4813 SF
4923 SF
4671 SF
5301 SF
4716 SF
5543 SF
5745 SF
3848 SF
3849 SF
3849 SF
3850 SF
3850 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3849 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
6530 SF
6870 SF
6317 SF
4721 SF
4721 SF
4533 SF
4722 SF
4723 SF
4722 SF
4721 SF
4276 SF
6109 SF
6701 SF
4276 SF
4387 SF
4762 SF
4937 SF
5944 SF
6216 SF
4276 SF
4276 SF
4276 SF
4275 SF
4275 SF
6139 SF
5128 SF
5185 SF
7332 SF
4274 SF
4272 SF
4271 SF
5025 SF
4275 SF
4275 SF
4275 SF
6283 SF
5441 SF
4329 SF
5880 SF
5465 SF
5371 SF
8125 SF
5932 SF
3850 SF
4648 SF
3849 SF
3848 SF
4306 SF
4275 SF
4275 SF
4275 SF
4575 SF
LOT 33
LOT 349
LOT 333
LOT 391
LOT 393
LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 20
LOT 21
LOT 34
LOT 35
LOT 26
LOT 25
LOT 24
LOT 32
LOT 31
LOT 30
LOT 29
LOT 18
LOT 19
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 17
LOT 16
LOT 15
LOT 14
LOT 7
LOT 324
LOT 326
LOT 325
LOT 327
LOT 320
LOT 328
LOT 329
LOT 321
LOT 322
LOT 323
LOT 316
LOT 315
LOT 317
LOT 318
LOT 312
LOT 319
LOT 310
LOT 311
LOT 313
LOT 314
LOT 309
LOT 336
LOT 334
LOT 335
LOT 340
LOT 345
LOT 343
LOT 344
LOT 337
LOT 339
LOT 342
LOT 338
LOT 341
LOT 346
LOT 414
LOT 416
LOT 415
LOT 392
LOT 347
LOT 348
LOT 307
LOT 308
LOT 1
LOT 23
LOT 332
LOT 22
LOT 539
LOT 536
LOT 537
LOT 538
PROPERTY LINE
PROPERTY LINE
1
1
2
2
2
1
2
2
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
NOTES:
1. ALL STORM LINES SHOWN ARE HEREON PUBLIC
UNLESS OTHERWISE NOTED.
2. ALL STORM LINES SHALL BE HDPE OR CLASS III
RCP.
PRELIMINARY
UTILITY PLAN
UT04
SHEET 22 OF 24
MATCHLINE SEE SHEET 20 - UT02
MATCHLINE SEE SHEET 21 - UT03
MATCHLINE SEE SHEET 24 - UT06
MA
TC
HLIN
E S
EE
S
HE
ET
23 - U
T05
PROPOSED SANITARY
SEWER MANHOLE
PROPOSED FIRE HYDRANT
2
1
PROPOSED STORM
SEWER MANHOLE
3
PROPOSED STORM
SEWER INLET
4
PROPOSED STORM
SEWER FLARED END
SECTION
5
LOT LINE
PROPOSED STORM SEWER (RCP/PP)
PROPERTY LINE
LEGEND
PROPOSED 8" WATER MAIN
PROPOSED SANITARY MAIN
PROPOSED 12" WATER MAIN
MATCHLINE
BS
NS
GS
1
3
1
8
S
F
7
1
2
1
S
F
83315 SF
4401 SF
8888 SF
20763 SF
22258 SF
6277 SF
211
8 S
F
39115 SF
1
4
7
2
S
F
2410 SF
69449 SF
7899 SF
8885 SF
33955 SF
41
463
S
F
33955 SF
44
054
S
F
3
3
9
5
5
S
F
8892 SF
T
R
A
C
T
H
TRACT N
TRACT O
TRACT L
TRACT R
TRACT S
TRACT Q
TRACT P
TRACT V
TR
AC
T B
B
TRACT Y
T
R
A
C
T
J
T
R
A
C
T
K
TRACT M
TRACT I
TR
AC
T U
TRACT CC
TRACT T
TRACT N
TR
AC
T W
T
R
A
C
T
N
4275 SF
3008 SF
4752 SF
4275 SF
4275 SF
4275 SF
4275 SF
3000 SF
3000 SF
3000 SF
3000 SF
3167 SF
3524 SF
3871 SF
3445 SF
3000 SF 3000 SF 3000 SF 3000 SF 3000 SF3000 SF3000 SF
3000 SF 3000 SF
2985 SF3000 SF
3000 SF3000 SF3000 SF3000 SF
3000 SF2943 SF
2945 SF
3251 SF
3251 SF
3251 SF
2977 SF
3000 SF
3000 SF
3000 SF
4275 SF
4275 SF
4275 SF
4275 SF
4752 SF
4397 SF
4813 SF
4671 SF
4756 SF
3850 SF3850 SF 3850 SF 3850 SF
3850 SF3850 SF
3779 SF
5021 SF3850 SF3850 SF3850 SF3850 SF3850 SF3850 SF4044 SF
5015 SF 3850 SF 3850 SF 3850 SF3850 SF 3850 SF 3850 SF
4044 SF
4374 SF
4374 SF
3843 SF
3973 SF
3855 SF
4336 SF4086 SF
4086 SF 4086 SF 4086 SF
4086 SF 4086 SF
4712 SF
4041 SF3850 SF
3850 SF
3850 SF3850 SF3850 SF
5005 SF
4354 SF3850 SF
3850 SF3850 SF 3850 SF
3850 SF
3850 SF4699 SF
3850 SF
5042 SF
5301 SF
4716 SF
5543 SF
5745 SF
3848 SF
3848 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
4568 SF
3850 SF
3850 SF
3850 SF
3850 SF
3831 SF
3850 SF
3850 SF3850 SF
3850 SF
3850 SF
3850 SF3850 SF
3850 SF
3850 SF
3850 SF
3866 SF
3850 SF
3850 SF
3850 SF
3850 SF
3852 SF
3850 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
3850 SF
3849 SF
3850 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3850 SF
3849 SF
3849 SF
4648 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
6530 SF
6870 SF
6317 SF
4721 SF
4721 SF
4533 SF
4720 SF
4722 SF
4723 SF
4722 SF
4721 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4276 SF
4276 SF
4276 SF
4276 SF
4276 SF
4275 SF
4275 SF
3850 SF
3850 SF
3850 SF
3850 SF
4648 SF
3850 SF
3849 SF
3848 SF
4275 SF
4275 SF
4575 SF
3000 SF
LOT 499
LOT 394
LOT 349
LOT 333
LOT 389
LOT 391
LOT 399
LOT 393
LOT 395
LOT 400
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8
LOT 7
LOT 489
LOT 488
LOT 487
LOT 486
LOT 485
LOT 494
LOT 493
LOT 492
LOT 491
LOT 490
LOT 497
LOT 496
LOT 495
LOT 498
LOT 324
LOT 326
LOT 325
LOT 327
LOT 330
LOT 320
LOT 328
LOT 329
LOT 321
LOT 322
LOT 323
LOT 316
LOT 315
LOT 317
LOT 318
LOT 312
LOT 319
LOT 310
LOT 311
LOT 313
LOT 314
LOT 309
LOT 350
LOT 336
LOT 334
LOT 335
LOT 340
LOT 345
LOT 343
LOT 344
LOT 337
LOT 339
LOT 408
LOT 342
LOT 338
LOT 341
LOT 407
LOT 346
LOT 406
LOT 409
LOT 413
LOT 414
LOT 411
LOT 412
LOT 410
LOT 416
LOT 396
LOT 415
LOT 398
LOT 397
LOT 402
LOT 401
LOT 384
LOT 387
LOT 386
LOT 390
LOT 385
LOT 383
LOT 388
LOT 382
LOT 379LOT 378
LOT 373
LOT 377
LOT 374
LOT 376
LOT 372
LOT 375
LOT 368
LOT 366
LOT 367
LOT 365
LOT 371
LOT 369
LOT 370
LOT 392
LOT 347
LOT 348
LOT 307
LOT 308
LOT 331
LOT 433
LOT 435
LOT 431
LOT 436 LOT 434
LOT 438
LOT 437
LOT 439
LOT 425
LOT 440
LOT 432
LOT 426 LOT 427 LOT 428LOT 429
LOT 417
LOT 430
LOT 419 LOT 418
LOT 421
LOT 420
LOT 422
LOT 405
LOT 423LOT 424
LOT 404
LOT 380
LOT 403
LOT 381
LOT 448LOT 445 LOT 446 LOT 447
LOT 444LOT 441
LOT 456
LOT 443LOT 442
LOT 453LOT 455 LOT 454 LOT 451LOT 452 LOT 450 LOT 449
LOT 464
LOT 462
LOT 460
LOT 463
LOT 459 LOT 461LOT 458LOT 457
LOT 1
LOT 332
LOT 504
LOT 503
LOT 502
LOT 501
LOT 500
LOT 509
LOT 508
LOT 507
LOT 506
LOT 505
LOT 550 LOT 551
LOT 552LOT 554
LOT 553 LOT 555
LOT 556 LOT 557
LOT 558LOT 560LOT 561LOT 563
LOT 562LOT 559
LOT 542
LOT 543
LOT 544
LOT 545
LOT 546
LOT 547LOT 549
LOT 564
LOT 568
LOT 570
LOT 569
LOT 567
LOT 565
LOT 566
LOT 539
LOT 540
LOT 541
LOT 574
LOT 573
LOT 572
LOT 571
LOT 537
LOT 538
LOT 548
PROPERTY LINE
PROPERTY LINE
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
3
2
3
4
4
3
4
4
3
3
4
4
3
3
3
4
4
3
4
4
2
3
4
4
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRELIMINARY
UTILITY PLAN
UT05
SHEET 23 OF 24
NOTES:
1. ALL STORM LINES SHOWN ARE HEREON PUBLIC
UNLESS OTHERWISE NOTED.
2. ALL STORM LINES SHALL BE HDPE OR CLASS III
RCP.
MATCHLINE SEE SHEET 20 - UT02MATCHLINE SEE SHEET 21 - UT03
MATCHLINE SEE SHEET 24 - UT06
MA
TC
HLIN
E S
EE
S
HE
ET
22 - U
T04
PROPOSED SANITARY
SEWER MANHOLE
PROPOSED FIRE HYDRANT
2
1
PROPOSED STORM
SEWER MANHOLE
3
PROPOSED STORM
SEWER INLET
4
PROPOSED STORM
SEWER FLARED END
SECTION
5
LOT LINE
PROPOSED STORM SEWER (RCP/PP)
PROPERTY LINE
LEGEND
PROPOSED 8" WATER MAIN
PROPOSED SANITARY MAIN
PROPOSED 12" WATER MAIN
MATCHLINE
BS
NS
GS
7
1
2
1
S
F
6277 SF
2118 S
F
39115 SF
2410 SF
27858 SF
31370 SF
7899 SF
44054 SF
3
1
8
5
6
S
F
44054 S
F
2488 SF
T
R
A
C
T
H
TRACT L
TRACT V
TR
AC
T B
B
TRACT Y
TRACT M
TRACT Z
TRACT AA
TRACT CC
TRACT W
T
R
A
C
T
X
TR
AC
T W
TRACT DD
3000 SF
3008 SF
4752 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4275 SF
4159 SF
3000 SF
3000 SF
3000 SF
3000 SF
3167 SF
3524 SF
3871 SF
3445 SF
3000 SF 3000 SF3000 SF
3000 SF 3000 SF3000 SF3000 SF
3000 SF 3000 SF
2985 SF3000 SF
3000 SF3000 SF3000 SF3000 SF
3000 SF2943 SF
2945 SF
3251 SF
3251 SF
3251 SF
2977 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
2999 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
3000 SF
4275 SF
4275 SF
4752 SF
3973 SF
3855 SF
4336 SF4086 SF
4086 SF 4086 SF 4086 SF
4086 SF 4086 SF
4712 SF
5042 SF
3849 SF
3849 SF
3849 SF
3849 SF
3849 SF
6530 SF
6870 SF
4721 SF
4721 SF
4720 SF
4722 SF
4723 SF
4722 SF
4721 SF
4298 SF
5511 SF
5726 SF
4522 SF
4505 SF
4500 SF
4508 SF
4530 SF
4561 SF
4487 SF
4497 SF
4497 SF
4497 SF
4495 SF
4221 SF
8607 SF
8246 SF
3892 SF
4241 SF
4275 SF
4275 SF
4275 SF
4575 SF
3927 SF
3000 SF
LOT 592
LOT 324
LOT 326
LOT 325
LOT 327
LOT 330
LOT 328
LOT 329
LOT 322
LOT 323
LOT 408
LOT 407
LOT 406
LOT 409
LOT 411
LOT 410
LOT 331
LOT 417LOT 419 LOT 418
LOT 421
LOT 420
LOT 422
LOT 405
LOT 423LOT 424
LOT 404
LOT 504
LOT 503
LOT 502
LOT 515
LOT 514
LOT 513
LOT 512
LOT 511
LOT 510
LOT 509
LOT 508
LOT 507
LOT 506
LOT 505
LOT 517
LOT 518
LOT 519
LOT 550 LOT 551
LOT 552 LOT 554LOT 553 LOT 555
LOT 556 LOT 557
LOT 558LOT 560LOT 561LOT 563
LOT 595
LOT 594
LOT 596
LOT 605
LOT 603
LOT 602
LOT 601
LOT 600
LOT 599
LOT 598
LOT 597
LOT 593
LOT 562
LOT 559
LOT 520
LOT 521
LOT 522
LOT 523
LOT 524
LOT 525
LOT 542
LOT 543
LOT 544
LOT 545
LOT 546
LOT 547
LOT 549
LOT 564
LOT 568
LOT 581
LOT 582
LOT 583
LOT 591
LOT 590
LOT 589
LOT 588
LOT 587
LOT 584
LOT 586
LOT 585
LOT 570
LOT 569
LOT 567
LOT 565
LOT 566
LOT 526
LOT 527
LOT 539
LOT 540
LOT 541
LOT 575
LOT 576
LOT 580
LOT 577
LOT 574
LOT 573
LOT 572
LOT 571
LOT 528
LOT 529
LOT 530
LOT 531
LOT 532
LOT 533
LOT 534
LOT 535
LOT 536
LOT 537
LOT 538
LOT 579
LOT 578
LOT 516
LOT 604
LOT 548
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
1
1
2
1
1
1
1
2
2
2
1
2
2
2
2
2
2
1
3
4
3
4
4
4
3
3
5
2435 Research Parkway, Suite 300
Colorado Springs, CO 80920
Phone 719-575-0100
Fax 719-575-0208
CONSULTANT:
PROJECT:
OWNER:
ISSUE: SEPTEMBER 23, 2019
DRAWING INFORMATION:
PLANNER/ LANDSCAPE ARCHITECT/ CIVIL ENGINEER:
EL PASO COUNTY
FEBRUARY 2019
DEVELOPER:
COLA, LLC
COLORADO SPRINGS, CO 80921
(719) 382-9433
COLA, LLC
555 MIDDLE CREEK PKWY, SUITE 380
COLORADO SPRINGS, CO 80921
PROJECT NO: 19.886.008
DRAWN BY:
CHECKED BY:
APPROVED BY:
SHEET TITLE:
TRAILS AT ASPEN RIDGE
PUD/ SP
TRAILS AT ASPEN RIDGE
EL PASO COUNTY, COLORADO
PLANNED UNIT DEVELOPMENT AND
PRELIMINARY PLAN
PCD FILE: PUDSP-191
(719) 382-9433
555 MIDDLE CREEK PKWY, SUITE 380
REV1 COMMENT RESPONSE: JUNE , 2019
REV2 COMMENT RESPONSE: AUGUST , 2019
REV3 COMMENT RESPONSE: SEPTEMBER , 2019
PRELIMINARY
UTILITY PLAN
UT06
SHEET 24 OF 24
NOTES:
1. ALL STORM LINES SHOWN ARE HEREON PUBLIC
UNLESS OTHERWISE NOTED.
2. ALL STORM LINES SHALL BE HDPE OR CLASS III
RCP.
MATCHLINE SEE SHEET 23 - UT05MATCHLINE SEE SHEET 22 - UT04
PROPOSED SANITARY
SEWER MANHOLE
PROPOSED FIRE HYDRANT
2
1
PROPOSED STORM
SEWER MANHOLE
3
PROPOSED STORM
SEWER INLET
4
PROPOSED STORM
SEWER FLARED END
SECTION
5
LOT LINE
PROPOSED STORM SEWER (RCP/PP)
PROPERTY LINE
LEGEND
PROPOSED 8" WATER MAIN
PROPOSED SANITARY MAIN
PROPOSED 12" WATER MAIN
MATCHLINE
BS
NS
GS