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

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)

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8

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' R

.O

.W

.

(

N

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N

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L

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)

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)

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

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5

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L47.53'

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101.89'

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101.89'

55'

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5

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L43.48'

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L43.48'

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45.24'

101.13'

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L48.24'

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L48.24'

110'

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5

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111.62'

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L48.80'

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L56.24'

L65.77'

L53.88'

L108.82'

L86.75'

L18.71'

L3.66'

L2.83'

6.53'

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4.61'

L6.62'

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3'

8.22'

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24.06'

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6.74'

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L21.31'

18.41'

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L8.23'

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L38.27'

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L58.42'

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7

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8

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2

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4275 SF

4370 SF

5059 SF

4923 SF

4942 SF

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4354 SF

5578 SF

5292 SF

4275 SF

6905 SF

4480 SF

4462 SF

4684 SF

4967 SF

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5301 SF

5745 SF

5093 SF

6930 SF

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6912 SF

7792 SF

6556 SF

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10697 SF

5405 SF

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4182 SF

5539 SF

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4466 SF

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4275 SF

4275 SF

4274 SF

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5025 SF

4275 SF

4275 SF

4275 SF

4778 SF

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5336 SF

5465 SF

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8125 SF

4275 SF

4275 SF

4275 SF

4275 SF

4275 SF

4275 SF

4300 SF

4505 SF

5536 SF

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4727 SF

4514 SF

4332 SF

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5662 SF

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6121 SF

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6428 SF

4465 SF

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4293 SF

4332 SF

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4299 SF

4294 SF

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5881 SF

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5574 SF

5614 SF

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4572 SF

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4585 SF

5422 SF

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4717 SF

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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

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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

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.

(F

RE

EW

AY

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M

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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

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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

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'

3

2

.

7

'

2

9

.

1

'

3

4

.

2

'

3

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9

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4

8

'

8

.

5

'

3

5

.

7

'

1

2

.

9

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6

1

.

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3

3

.

3

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.

9

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9

.

2

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.

9

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1

.

3

'

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3

1

.

9

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3

4

.

9

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6

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3

8

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'

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

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'

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

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5

'

1

1

0

'

L

4

8

.

0

5

'

L

4

8

.

0

5

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1

1

0

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1

1

0

'

1

1

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L

4

8

.

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L

4

8

.

0

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1

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L

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.

0

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L

4

8

.

0

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L

4

8

.

0

5

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L

4

8

.

0

5

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1

1

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1

1

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1

1

0

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L

3

7

.

5

1

'

1

1

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L

3

7

.

5

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1

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1

1

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L

3

7

.

5

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L

3

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.

5

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L

3

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.

5

1

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L

3

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.

5

1

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1

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L

3

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.

5

1

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1

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L

3

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.

5

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L

3

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.

5

1

'

1

1

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'

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

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9

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9

5

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L

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4

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4

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4

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4

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4

9

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4

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5

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5

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L

5

0

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4

9

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9

5

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9

5

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9

5

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4

5

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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

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4

5

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4

5

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4

5

'

4

5

'

9

5

'

9

5

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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

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0

'

1

1

0

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4

'

L

4

9

.

7

7

'

L

4

9

.7

8

'

1

1

1

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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

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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

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4

'

L

9

5

.

9

0

'

L

4

3

.

8

3

'

4

0

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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

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0

'

L

3

2

.6

7

'

L41.38'

L50.43'

L4

7.3

2'

L3

8.2

7'

L29.22'

L

2

8

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0

'

L

3

7

.

7

5

'

L5

7.2

3'

L

5

7

.

1

5

'

L

5

7

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8

'

L57.20'

L5

7.2

2'

L57.24'

L57.25'

L43.5

4'

L

4

3

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4

'

L

4

3

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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

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4

3

.

5

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4

3

.

5

4

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L

4

3

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5

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L

4

7

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L

4

7

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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

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E

T

5

0

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R

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O

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W

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(

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A

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S

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T

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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

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3

0

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.

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TURTLE LAKE WAY

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(LOCAL RESIDENTIAL - PUBLIC)

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50' R

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LA

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.

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50' R

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.

(LO

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PU

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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

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M

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T

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,

SIG

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DIS

T.

ES

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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

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R

.

O

.

W

.

(

P

R

I

V

A

T

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)

L=655.53

,

R=745.00

Δ=50°24'54"

N

1

3

°

3

9

' 0

8

.0

6

"W

1

2

8

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6

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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

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7'5

3"

L

=

1

1

9

.

8

6

,

R

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9

4

0

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0

Δ

=

7

°

1

8

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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

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L

=

7

3

9

.

6

3

,

R

=

5

7

0

.

0

0

Δ

=

7

4

°

2

0

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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

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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

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L

E

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PO

WE

RS

B

LV

D.

SP01

GR01

UT01

SP03

GR03

UT03

SP02

GR02

UT02

SP04

GR04

UT04

SP05

GR05

UT05

2

0

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A

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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

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69449 SF

56281 SF

3

1

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2

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0

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7

4

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6

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6

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188.0

5'

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6

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4

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4

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L=

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6

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31

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"

5' WALK, TYP.

5

' W

A

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, T

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5

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5' WALK, TYP.

5' WALK, TYP.

5

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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

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8

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BEGIN CONCRETE

FENCE

CONCRETE

FENCE

CONCRETE

FENCE

CONCRETE

FENCE

CONCRETE

FENCE

MONUMENT

SIGN

CONCRETE

FENCE

CONCRETE

FENCE

CONCRETE

FENCE

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50'

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LOT 1

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LOT 539

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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

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SP03

GR03

UT03

SP02

GR02

UT02

SP04

GR04

UT04

SP05

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31 N TEJON ST STE #500

COLORADO SPRINGS CO 80903-1514

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VACANT LAND

L27.07

7

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4401 SF

8888 SF

20763 SF

22258 SF

6277 SF

211

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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

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Δ

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1 6 "

L

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3

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618.5

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1192.67'

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3

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N0° 19' 34.33"W

135.73'

S89° 40' 25.67"W

368.94'

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7

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3

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N0° 20' 47.78"W

1824.60'

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N22° 11' 09.56"W

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5' WALK, TYP.

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45'

95'

45'

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95'

45'

45'

95'

45'

45'

95'

45'

45'

95'

45'

45'

95'

45'

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95'

45'

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95'

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45'

95'

45'

45'

95'

45'

45'

3

5

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95'

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1

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L24.99'

L18.50'

L22.50'

L24.67'

4.21'

L15.70'

L8.96'

L45.74'

L31.67'

L

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8

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L28.50'

L

3

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2

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16.89'

L27.08'

35'

10

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7.93'

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L9.45'

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3

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L9.01'

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L40'

L

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1

1

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'

1

0

0

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1

0

0

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3

5

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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

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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

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P

A

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IN

G

1

0

9

.9

8

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87

.9

5'

10

4.5

4'

10

4.4

7'

BEGIN CONCRETE

FENCE

SP

LIT

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FE

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SPLIT-RAIL

FENCE

SP

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AIL

FE

NC

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SPLIT-RAIL

FENCE

CONCRETE

FENCE

CONCRETE

FENCE

CONCRETE

FENCE

CONCRETE

FENCE

CONCRETE

FENCE

CROSSPAN

M

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(

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LOWLINE VIEW

30' R.O.W. (PRIVATE)

HAZELTON VIEW

30' R.O.W. (PRIVATE)

H

A

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NUTTERBUTTER POINT

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REDSHIRT POINT

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50'

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50'

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30'

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ROW

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ROW

50'

ROW

30'

ROW

50'

ROW

30'

ROW

30'

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CROSSPAN

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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

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LOT 491

LOT 490

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LOT 496

LOT 495

LOT 498

LOT 324

LOT 326

LOT 325

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LOT 328

LOT 329

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LOT 323

LOT 316

LOT 315

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LOT 309

LOT 350

LOT 336

LOT 334

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LOT 406

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LOT 416

LOT 396

LOT 415

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LOT 397

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LOT 401

LOT 384

LOT 387

LOT 386

LOT 390

LOT 385

LOT 383

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LOT 382

LOT 379LOT 378

LOT 373

LOT 377

LOT 374

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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

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LOT 566

LOT 539

LOT 540

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LOT 574

LOT 573

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LOT 548

M

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(

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N89° 59' 33.08"W

342.93'

N89° 43' 08.72"E

483.80'

N89° 40' 25.67"E

373.47'

L

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N0° 19' 34.33"W

13

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PARALLEL RAMP

TYP.

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PROPERTY LINE

PROPERTY LINE

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FRONT FRONT

FRONT FRONT FRONT

FR

O

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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

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MATCH LINE SEE SHEET 8 - SP02

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10 - S

P04

MATCH LINE SEE SHEET 12 - SP06

PUD SITE

PLAN

SP05

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JA

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SP06

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SP01

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SP04

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UT04

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UT05

PA

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LLE

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END CONCRETE

FENCE

1

0

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102 E

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200

CO

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PR

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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

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F

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F

R

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F

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F

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F

R

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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

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T

F

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RE

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A

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A

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L = 5 3

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,

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

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3

9

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2

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9

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8

3

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1

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9

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L=

3

8.0

1,

R=

2

00

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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

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2

"W1

6

3

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8

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S

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L = 4

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, R=

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Δ

=12 °

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0 "

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7

4

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0

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8

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0

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=

8

1

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8,

R=

5

2

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0

Δ

=

9

0

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0

0

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0

0

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N6° 43' 15.86"W

254.44'

L

=

8

3

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2

,

R

=

5

2

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0

0

Δ

=

9

2

°

2

7

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4

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5' WALK, TYP.

5' WALK, TYP.

5' W

ALK

, T

YP

.

5' W

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, T

YP

.

5' W

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5' W

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.

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FRONT

T

R

A

C

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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

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'

3

0

'

3

0

'

3

0

'

3

1

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'

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

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3

0

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3

0

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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

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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

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7

'

3

5

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3

5

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3

5

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3

5

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3

5

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3

6

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3

'

L

4

3

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2

4

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1

0

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'

4

5

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4

5

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1

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4

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5

'

1

0

4

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4

'

4

5

'

4

5

'

4

5

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1

0

4

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3

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4

5

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4

5

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1

0

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2

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5

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4

5

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1

0

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1

'

1

0

4

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9

'

4

5

'

4

5

'

1

0

4

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8

'

L45'

L

8

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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

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5

'

L

4

5

'

97.6'

L

4

7

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6

'

L

4

5

'

9

7

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'

L

4

7

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7

'

L

4

5

'

9

7

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'

L

4

7

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2

'

1.3'

L

4

3

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6

'

9

8

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'

L

4

5

'

4

5

'

9

9

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'

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

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'

1

4

9

.

2

'

1

3

0

'

L

3

5

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4

'

8

8

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'

4

5

'

L

4

6

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8

'

22.1'

L

2

3

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1

'

9

0

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'

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

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'

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

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N

T

IA

L

- P

U

B

L

IC

)

B

U

L

L

R

U

N

D

R

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5

0

' R

.O

.W

.

(

L

O

C

A

L

R

E

S

ID

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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

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T

P

O

IN

T

3

0

' R

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.W

. (

P

R

IV

A

T

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K

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3

0

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. (

P

R

IV

A

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)

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N D

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50

' R

.O

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.

(L

OC

AL

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ID

EN

TIA

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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