agenda item no.: vi-a

Agenda Item No.: VI-A.

Meeting Date: August 26, 2019

Subject: Resolution No 19-81, a resolution approving a preliminary plat for Bridle

Creek subdivision.

Presenter: Jennifer Krieger, AICP, Community Development Director

Background: A 304 +/- acre preliminary plat for Bridle Creek. The purpose of this plat is

to subdivide the property into twenty-one (21) tracts and right-of-way for future

development. Tracts A, B, C, D, G, H, K, L, M, N, O, Q, R, T, and U are subject to future

preliminary plat and subdivision procedures.

Staff Recommendation: Staff recommends approval of Resolution No 19-81.

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August 26, 2019 To: City of Dacono City Council From: Jennifer Krieger, AICP, Community Development Director RE: Resolution 19-81, a resolution approving a preliminary plat for Bridle Creek subdivision Executive Summary Consideration of a 304 +/- acre preliminary plat for Bridle Creek. The

purpose of this plat is to subdivide the property into twenty-one (21) tracts and right-of-way for future development. Tracts A, B, C, D, G, H, K, L, M, N, O, Q, R, T, and U are subject to future preliminary plat and subdivision procedures.

Owner/Applicant

Bridle Creek LLC C/O Evergreen Investment Company LLC 600 Winslow Way East, Suite 247 Bainbridge Island, WA 98110

Items to be entered into the Public Hearing Record

• Staff report dated August 26, 2019

• Dacono Municipal Code

• Application and supporting documents

• Preliminary Plat submitted June 11, 2019

Property Location/Zoning

Bridle Creek is located in the north half of Section 18, Township 1 North, Range 67 West of the 6th Principal Meridian. The property is located south of Weld County Road (“WCR”) 10, east of WCR 13 (Colorado Boulevard) and west of WCR 15 (Holly Street). The property that comprises the application area for the proposed development includes parcel numbers:

• 146918200013

• 146918200012

• 146918100011 The majority of the site is zoned R-2 residential and 4.6+/- acres are zoned C-1 Commercial. Surrounding land use: North: Unincorporated Weld County South: C-R Commercial Residential, C-1 Commercial East: R-1 Residential (Holly Vista Annexation) West: PUD Planned Unit Development, unincorporated Weld County

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Background

The area encompassing the preliminary plat was annexed into the City of Dacono by Ordinance 598 and known as the Hingley Farm Annexation. By Ordinance 599, the site was zoned C-1 Commercial and R-2 Residential. Resolution 04-41 approved a preliminary plat for Bridle Creek. By Resolution 09-08, an extension to submit a final plat by June 1, 2011, was granted by the Planning and Zoning Commission. The final plat was never completed and the land use approvals expired in 2011.

Acreage/ Lot Description

Total acres: 304.48 acres Total tracts: 21 tracts Tracts A, B, C, D, G, H, K, L, M, N, O, Q, R, T, and U are subject to future preliminary plat and subdivision procedures.

Existing Conditions The site is currently undeveloped with the exception of a 9 +/-acre oil and gas facility, the Hingley 18H-A167, which is currently under construction. Little Dry Creek bisects the center of the site flowing from the southwest to northeast. The site includes a designated floodplain per FEMA Flood Insurance Rate Map panel 08123C2100E (effective date 1/20/2016) and is within the 100-year flood zone. The site has identified wetlands encompassing approximately 13 acres.

Subdivision Design Standards & Reports

Submittal requirements for preliminary plats are contained in Dacono Municipal Code (DMC) Chapter 17 Article 4. For the purpose of this “super plat” review, many submittal requirements are waived. No design or variances to any requirements of Chapter 17, Sec. 17-71. - Preliminary plats and data, are granted by this preliminary plat.

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Tracts: The purpose of this plat is to subdivide the property into twenty-one (21) tracts and right-of-way for future development. Tracts A, B, C, D, G, H, K, L, M, N, O, Q, R, T, and U are subject to future preliminary plat and subdivision procedures. Oil and Gas: A variety of abandoned well locations are located throughout the site. A future preliminary plat will need to reflect the location of these abandoned well locations and provide necessary setbacks. No development or right-of-way construction will be permitted over these sites. The Hingley 18H-A167 wells are currently under construction. All applicable well setbacks will need to be followed and accurately reflected on a future preliminary plat. Additionally, a 30’ pipeline easement runs along the eastern boundary of the site. All development adjacent to this pipeline will be subject to the Dacono Municipal Code Chapter 17 Article 5. Construction Plans: Preliminary construction plans were submitted to the City Engineer. As this preliminary plat application is for large tracts, subject to future preliminary plat and subdivision design standards, many of the submittal requirements were waived for this submittal. The preliminary plat does not waive any future submittal requirements or grant design variances. Right-of-Way: The preliminary plat reflects a new minor collector, Bridle Creek Way, that would create an additional connection between WCR 13 and WCR 15. Future right-of-way for a portion of WCR 10, Graden Blvd. is not reflected on the preliminary plat and may be required as part of the future plats. Internal road right-of-ways are shown on the preliminary plat. Based upon the level of detail provided, it cannot be determined if the roads are sufficient to serve future development. Geotechnical: A Geologic and Preliminary Geotechnical Investigation plan prepared by CTL Thompson, Inc. The purpose of the report was to identify geologic hazards that may exist at the site and to evaluate the subsurface conditions to assist in future site planning. The site contains geologic hazards that should be mitigated during planning and development. No geologic or geotechnical conditions were identified which would preclude development of this site. Geologic hazards at the site that need to be addressed include soft soils, shallow groundwater, potentially unstable slopes, hard bedrock and difficult excavations, regional issues of seismicity and radioactivity, and surface and subsurface mining are the primary geologic concerns pertaining to the development of the site. The Geologic and Preliminary Geotechnical Investigation prepared by CTL Thompson indicates a now shuttered mine shaft, known as the Hingley-Morgan Mine Shaft, is located on the site. While the Geologic and Preliminary Geotechnical Investigation illustrate the approximate location of the now shuttered mine shaft, this is shaft is not noted on the preliminary plat but appears to be near the proposed Bridle Creek Way. Per the Geologic and Preliminary Geotechnical Investigation,

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development is not recommended over the abandoned mine shaft. Future land use applications will need to correctly identify the mine shaft location and the plat may need to be modified to avoid the shaft. Groundwater was encountered at depths ranging from 6 to 24 feet below the existing ground surface. Groundwater levels are likely to affect utility installation and basement depths over portions of the site. Additional foundation, pavement, and soil stabilization recommendations were provided. Drainage: A Phase II Drainage Report, prepared by Galloway & Company, Inc., dated March 22, 2019, was submitted with the application. The conceptual drainage design provides an overview of the plans to convey runoff from both on-and off-site basins to Little Dry Creek without adverse impacts to upstream and downstream facilities. Utilities: A utility master plan was not submitted. A summary of the proposed utilities serving the future development include: Sewer- A Sanitary Sewer Analysis, prepared by Galloway & Company, Inc., dated March 15, 2019, was submitted with the preliminary plat. The report was prepared in accordance with the design criteria as established by the St. Vrain Sanitation District. The applicant is currently working with the District to design and build a lift station to the proposed project. Water- A Potable Water Design Report, prepared by Galloway & Company, Inc., dated March 15, 2019, was submitted with the application. The potable water system design and analysis was completed in general conformance with the City of Dacono design criteria. The proposed water distribution network has the capacity to supply the project site while maintaining a pressure greater than the minimum 20 psi and 1000 gpm required at every fire hydrant delivery node while maintaining velocities less than 7.5 ft/s except for the hydrant laterals. Parks and Open Space: Several tracts are shown as open space. A determination has not been made if the land meets the requirements of usable open space per the DMC Chapter 17 Article 14. Usable open space area shall be unobstructed to the sky, and for one-family and two-family residential developments shall have a minimum dimension of fifty (50) feet and a minimum area of seven thousand (7,000) square feet. Lands within required oil and gas facility setbacks are generally not suitable for public use and will not be considered as part of the required land dedication. Site characteristics of natural significance, such as natural or human-made water bodies (i.e., lakes, streams, creeks), natural areas offering aesthetic or ecological value, or adjacent or off-site facilities or areas may, at the discretion of the City Council, qualify toward meeting the usable open space requirement.

Flood Damage Prevention Standards

The site will be subject to the Dacono Municipal Code Chapter 18 Article 6 6 - Floodplain Damage Prevention as part of any future land use or building applications. Sec. 18-138. – Compliance. No structure or land shall hereafter be located, altered or have its use changed within the Special Flood Hazard Area without full compliance with the terms of Article 6 and other applicable regulations.

Referral Agency As this preliminary plat is subject to future preliminary plat and subdivision

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Comments

procedures, additional development referrals will be sent to applicable agencies.

Planning and Zoning Commission Recommendation

On August 13, 2019, the Dacono Planning and Zoning Commission held a properly noticed public hearing on the application and recommended approval by PC 19-03.

Staff Recommendation Staff is recommending approval of Resolution 19-81 finding:

1. Adequate water and sanitary sewer facilities can be designed to serve the proposed development.

2. The Geologic and Preliminary Geotechnical Investigation report

provides recommendations to mitigate potential geologic hazards at the site including soft soils, shallow groundwater, and a former mine shaft. No geologic or geotechnical conditions were identified which would preclude development of this site.

3. This preliminary plat subdivides the property into twenty-one (21)

tracts and right-of-way for future development. Tracts are subject to future preliminary plat and subdivision procedures.

4. As the development is subject to future preliminary plat and subdivision procedures, the requirements of Chapter 18, Article 6 Floodplain Damage Prevention can be addressed in forthcoming submittals.

5. The general right-of-way as designed, provides an east-west

alignment through the site. Additional review in future submittals will need to determine if any of the road right-of-way conflicts with plugged and abandoned oil and gas facilities and/or the former Hingley-Morgan Mine Shaft.

CURVE TABLE

CURVE

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C24

C25

C26

C27

RADIUS

23.00

23.00

200.00

200.00

23.00

20.00

23.00

260.00

260.00

13.00

23.00

645.00

23.00

1030.00

420.00

430.00

23.00

23.00

23.00

23.00

23.00

645.00

555.00

555.00

555.00

23.00

370.00

LENGTH

35.90

36.13

138.09

176.07

36.13

31.62

36.13

228.89

179.52

20.42

36.13

507.39

36.13

807.50

173.46

177.59

36.13

36.20

36.06

36.06

36.06

507.50

436.59

212.70

223.90

36.13

152.81

DELTA

89°25'32"

90°00'00"

39°33'34"

50°26'26"

90°00'00"

90°34'28"

90°00'00"

50°26'26"

39°33'34"

90°00'00"

90°00'00"

45°04'19"

90°00'00"

44°55'07"

23°39'45"

23°39'45"

90°00'00"

90°10'18"

89°49'08"

89°49'42"

89°49'41"

45°04'53"

45°04'19"

21°57'28"

23°06'51"

90°00'00"

23°39'45"

BEARING

S44°54'26"E

N45°22'48"E

N70°36'01"E

N25°36'01"E

N44°37'12"W

S45°05'34"W

S45°22'49"W

S25°36'01"W

S70°36'01"W

S45°22'48"W

S44°37'12"E

S67°05'02"E

S89°32'52"E

N67°54'41"E

S11°27'38"E

S11°27'38"E

S44°37'46"E

N45°17'05"E

N44°42'37"W

S44°42'55"E

N44°42'55"W

S67°05'19"E

N67°05'02"W

N55°31'37"W

S78°03'46"E

N45°22'14"E

N11°27'38"W

CHORD

32.36

32.53

135.36

170.44

32.53

28.43

32.53

221.57

175.97

18.38

32.53

494.41

32.53

786.97

172.23

176.33

32.53

32.58

32.48

32.48

32.48

494.51

425.42

211.40

222.38

32.53

151.72

CURVE TABLE

CURVE

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

C38

C39

C40

C41

C42

C43

C44

C45

C46

C47

C48

C49

C50

C51

C52

C53

RADIUS

480.00

13.00

970.00

23.00

555.00

23.00

645.00

645.00

1030.00

1030.00

480.00

480.00

450.00

450.00

450.00

970.00

970.00

600.00

600.00

400.00

450.00

1000.00

230.00

230.00

1030.00

1030.00

LENGTH

198.23

20.42

760.46

36.13

436.68

36.36

282.52

224.87

328.70

478.80

115.50

82.73

45.56

452.11

497.68

450.90

309.55

471.99

472.09

165.20

185.85

783.98

158.80

202.48

8.00

22.00

DELTA

23°39'45"

90°00'00"

44°55'07"

90°00'00"

45°04'51"

90°34'28"

25°05'48"

19°58'31"

18°17'05"

26°38'02"

13°47'14"

9°52'31"

5°48'04"

57°33'54"

63°21'58"

26°38'02"

18°17'05"

45°04'19"

45°04'53"

23°39'45"

23°39'45"

44°55'07"

39°33'34"

50°26'26"

0°26'42"

1°13'26"

BEARING

N11°27'38"W

N44°37'46"W

S67°54'41"W

S00°27'08"W

S67°05'18"E

S45°05'34"W

N77°04'18"W

N54°32'08"W

S54°35'40"W

S77°03'13"W

S06°31'23"E

N18°21'15"W

S86°43'44"E

S55°02'45"E

N57°56'47"W

S77°03'13"W

S54°35'40"W

S67°05'02"E

S67°05'19"E

N11°27'38"W

N11°27'38"W

S67°54'41"W

S70°36'01"W

S25°36'01"W

N63°30'51"E

N64°20'55"E

CHORD

196.83

18.38

741.13

32.53

425.50

32.69

280.27

223.73

327.31

474.50

115.22

82.63

45.54

433.34

472.70

446.86

308.24

459.92

460.01

164.02

184.53

764.05

155.67

196.01

8.00

22.00

BRIDLE CREEKPART OF NORTH HALF OF SECTION 18, T. 1 N., R. 67 W. OF THE 6TH P.M.

CITY OF DACONO, COUNTY OF WELD, STATE OF COLORADO

GENERAL NOTES

I, FRANK A. KOHL DO HEREBY CERTIFY THAT THE ACCOMPANYING PLAT ACCURATELY REPRESENTS THE RESULTS OF ASURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION AND COMPLETED ACCORDING TO THE APPLICABLE STATE OFCOLORADO REQUIREMENTS.

______________________________FRANK A. KOHLCOLORADO PROFESSIONAL LAND SURVEYOR NO. 37067PROJECT NO.: EIC000001.10FOR AND ON BEHALF OF GALLOWAY & COMPANY, INC.

SURVEYOR'S CERTIFICATE:

1) BASIS OF BEARING: BEARINGS ARE BASED ON SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 18 OFTOWNSHIP 1 NORTH, RANGE 67 WEST OF THE 6TH P.M., WHICH IS ASSUMED TO BEAR N 89°37'46" W AND ADISTANCE OF 2602.43', MONUMENTED ON THE EAST BY A NO. 6 REBAR WITH A 2-1/2" ALUMINUM CAP, STAMPED, LS28656, 1993, AND ON THE WEST BY A NO. 6 REBAR WITH A 2-1/2" ALUMINUM CAP, STAMPED LS 29425, 2001.

2) UTILITY NOTE: THE LOCATION OF UTILITIES SHOWN HEREON WAS ESTABLISHED FROM SURFACE EVIDENCE,EXISTING UTILITY MARKERS AND UTILITY LOCATES FROM A UTILITY CONTRACTOR. THE EXACT LOCATION OFBURIED UTILITIES IS UNCERTAIN. PRIOR TO ANY EXCAVATION THE CONTRACTOR SHOULD CONTACT THE UTILITYNOTIFICATION CENTER. THE SURVEYOR MAKES NO GUARANTEE EITHER EXPRESSED OR IMPLIED THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE INTHE EXACT LOCATION DEPICTED ALTHOUGH THE UTILITIES ARE LOCATED AS ACCURATELY AS POSSIBLE FROMTHE INFORMATION AVAILABLE AT THE TIME OF THE SURVEY. THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THEUNDERGROUND UTILITIES.

3) PER THE FEMA FLOOD INSURANCE RATE MAPS (FIRM), MAP NO. 08123C2100E, HAVING AN MAP REVISED DATE OFJANUARY 20, 2016, INDICATES THE SUBJECT PROPERTY TO BE DESIGNATED AS ZONE A (WITHOUT BASE FLOODELEVATION AND ZONE X (OUTSIDE 0.2% CHANCE OF FLOOD). THIS SURVEY MAKES THIS STATEMENT BY GRAPHICPLOTTING ONLY. THE SURVEYOR RECOMMENDS A FLOOD STUDY IF MORE INFORMATION IS REQUIRED.

4) ALL LINEAL MEASUREMENTS SHOWN ARE GROUND DISTANCES AND U.S. SURVEY FEET.

5) EASEMENTS AND PUBLIC DOCUMENTS SHOWN OR NOTED ON THIS SURVEY WERE EXAMINED AS TO LOCATION ANDPURPOSE AND WERE NOT EXAMINED AS TO RESTRICTIONS, EXCLUSIONS, CONDITIONS, OBLIGATIONS, TERMS ORAS THE RIGHT TO GRANT THE SAME.

6) CAUTION: THE SURVEYOR PREPARING THIS MAP WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR USES OF THIS MAP. ALL CHANGES TO THIS EXHIBIT MUST BE APPROVED INWRITING BY THE SURVEYOR IN CHARGE.

7) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT INTHIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTIONBASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THECERTIFICATION SHOWN HEREON. C.R.S. 13-80-105(3)(A).

8) PURPOSE- THE PURPOSE OF THIS BRIDLE CREEK PRELIMINARY PLAT IS TO SUBDIVIDE THE PROPERTY INTO 21 TRACTS AND RIGHTS-OF-WAY FOR FUTURE DEVELOPMENT.

9) TRACTS A, B, C, D, G, H, K, L, M, N, O, Q, R, T AND U ARE SUBJECT TO FUTURE PRELIMINARY PLAT AND SUBDIVISIONPROCEDURES.

10) TITLE COMMITMENT PROVIDED BY CLIENT AND PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCECOMPANY, COMMITMENT NO. FCIF25165837, WITH AN EFFECTIVE DATE OF MAY 23, 2019 AT 5:00 P.M.

OWNERSHIP AND DEDICATION

KNOW ALL PEOPLE BY THESE PRESENTS, THAT THE UNDERSIGNED, BRIDLE CREEK LLC, A COLORADO LIMITED LIABILITY COMPANY BEING SOLEOWNER OF THE LAND SHOWN IN THIS PRELIMINARY PLAT AND DESCRIBED AS FOLLOWS:PART OF THE NORTH HALF OF SECTION 18, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE 6 P.M., WELD COUNTY, COLORADO, DESCRIBED ASFOLLOWS;

COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 18, MONUMENTED WITH A 2 ½” ALUMINUM CAP STAMPED LS 28656, 1993;

THENCE N89°37'46"W, A DISTANCE OF 30.00 FEET ON THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 18 TO THE WEST RIGHT OFWAY LINE OF HOLLY STREET AND THE POINT OF BEGINNING, MONUMENTED WITH A 1” ILLEGIBLE ALUMINUM CAP;

THENCE N89°37'46"W, A DISTANCE OF 2572.43 FEET ON SAID SOUTH LINE TO THE CENTER OF SECTION, MONUMENTED WITH A NUMBER 6 REBARWITH 2” ALUMINUM CAP STAMPED LS 29425, 2001;

THENCE N89°37'06"W, A DISTANCE OF 2470.83 FEET ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 18 TO THE EAST LINE OFCOLORADO BLVD. AND THE EAST LINE OF THAT PARCEL RECORDED IN THE WELD COUNTY CLERK AND RECORDERS OFFICE AT RECEPTIONNUMBER 3519835 AND THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT, MONUMENTED WITH A NO 5 REBAR WITH 1 ¼” ORANGE PLASTICCAP STAMPED PLS 38069;

THENCE ON SAID EAST LINE AND ALONG SAID NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1565.00 FEET, A CENTRAL ANGLE OF02°22'44", A DISTANCE OF 64.98 FEET, A CHORD BEARING OF N00°59'42"E WITH A CHORD DISTANCE OF 64.97 FEET, MONUMENTED WITH A NO 5REBAR WITH 1 ¼” ORANGE PLASTIC CAP STAMPED PLS 38069;

THENCE N00°11'40"W, A DISTANCE OF 2561.17 FEET CONTINUING ON SAID EAST LINE TO THE NORTHEAST CORNER THEREOF, MONUMENTED WITH ANO 5 REBAR WITH 1 ¼” ORANGE PLASTIC CAP STAMPED PLS 38069;

THENCE S89°37'12"E, A DISTANCE OF 2456.78 FEET PARALLEL WITH AND 30.00 FEET SOUTH OF THE NORTH LINE OF SAID NORTHWEST QUARTER OFSECTION 18, MONUMENTED WITH A NO 5 REBAR WITH 1 ¼” ORANGE PLASTIC CAP STAMPED PLS 38069;

THENCE S89°37'11"E, A DISTANCE OF 2603.17 FEET, PARALLEL WITH AND 30.00 FEET SOUTH OF THE NORTH LINE OF SAID NORTHEAST QUARTER OFSECTION 18 TO THE WEST RIGHT OF WAY LINE OF HOLLY STREET, MONUMENTED WITH A NO 5 REBAR WITH 1 ¼” ORANGE PLASTIC CAP STAMPEDPLS 38069;

THENCE S00°11'57"W, A DISTANCE OF 2625.66 FEET ON SAID WEST RIGHT OF WAY LINE, PARALLEL WITH AND 30.00 FEET WEST OF THE EAST LINE OFSAID NORTHEAST QUARTER OF SECTION 18 TO THE POINT OF BEGINNING.

PARCEL CONTAINS 13,263,508 SQUARE FEET OR 304.488 ACRES.

HAS LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF BRIDLE CREEK , ASUBDIVISION OF A PART OF THE CITY OF DACONO, COUNTY OF WELD, STATE OF COLORADO, AND BY THESE PRESENTS DOES HEREBY DEDICATETO THE CITY OF DACONO, COLORADO, THE STREETS, AVENUES (AND OTHER PUBLIC PLACES AND TRACTS) AS SHOWN ON THE ACCOMPANYINGPLAT FOR THE PUBLIC USE THEREOF FOREVER AND DOES FURTHER DEDICATE TO THE USE OF THE CITY OF DACONO AND ALL SERVING PUBLICUTILITIES (AND OTHER APPROPRIATE ENTITIES) THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE SO DESIGNATED AS EASEMENTS ASSHOWN.

IT IS EXPRESSLY UNDERSTOOD AND AGREED BY THE UNDERSIGNED THAT ALL EXPENSES AND COSTS INVOLVED IN CONSTRUCTING ANDINSTALLING SANITARY SEWER WORKS AND LINES, WATER SYSTEM WORKS AND LINES, GAS SERVICE LINES, ELECTRICAL SERVICE WORKS ANDLINES, LANDSCAPING, CURBS, GUTTERS, STREET PAVEMENT, SIDEWALKS, AND OTHER SUCH UTILITIES AND SERVICES SHALL BE GUARANTEED ANDPAID FOR BY THE SUBDIVIDER OR ARRANGEMENTS MADE BY THE SUBDIVIDER THEREOF WHICH ARE APPROVED BY THE CITY OF DACONO,COLORADO, AND SUCH SUMS SHALL NOT BE PAID BY THE CITY OF DACONO, AND THAT ANY ITEM SO CONSTRUCTED OR INSTALLED WHENACCEPTED BY THE CITY OF DACONO SHALL BECOME THE SOLE PROPERTY OF SAID CITY OF DACONO, COLORADO, EXCEPT PRIVATE ROADWAYCURBS, GUTTER AND PAVEMENT AND ITEMS OWNED BY CITY FRANCHISED UTILITIES, OR OTHER SERVING PUBLIC ENTITIES, AND, WHICH WHENCONSTRUCTED OR INSTALLED SHALL REMAIN AND/OR BECOME THE PROPERTY OF SUCH CITY FRANCHISED UTILITIES, OTHER SERVING PUBLICENTITIES, AND AND SHALL NOT BECOME THE PROPERTY OF THE CITY OF DACONO, COLORADO.

PROPERTY OWNER: BRIDLE CREEK, LLC, A COLORADO LIMITED LIABILITY COMPANY

___________________________________BY: EVERGREEN INVESTMENT COMPANY LLCBRUCE GALLOWAY, MANAGER

NOTARY CERTIFICATE STATE OF ) )SS

COUNTY OF )

THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___ DAY OF _________, 20 _, BY BRUCE GALLOWAY, MANAGER OFEVERGREEN INVESTMENT COMPANY LLC, AS MANAGER OF BRIDLE CREEK LLC.

MY COMMISSION EXPIRES: ________________________

STAMP

Date:

Drawn By:

Project No:

Checked By:

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Init.# Issue / DescriptionDate

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THESE PLANS ARE AN INSTRUMENT OF SERVICEAND ARE THE PROPERTY OF GALLOWAY, AND MAYNOT BE DUPLICATED, DISCLOSED, OR REPRODUCEDWITHOUT THE WRITTEN CONSENT OF GALLOWAY.COPYRIGHTS AND INFRINGEMENTS WILL BEENFORCED AND PROSECUTED.

COPYRIGHT

GallowayUS.com

5265 Ronald Reagan Blvd., Suite 210

Johnstown, CO 80534

970.800.3300

3/15/2019

EIC000001.10

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NOT TO SCALEVICINITY MAP

PROJECTSITE

SHEET 1 OF 9

1

PRELIMINARY PLAT

GAS, ELECTRIC, WATER AND SANITARY

SEWER EASEMENT APPROVAL

_________________________________ ______ __________________________________ ______BLACK HILLS CORP. DATE UNITED POWER DATE

_________________________________ ______ __________________________________ _______ST. VRAIN SANITATION DISTRICT DATE CITY OF DACONO DATE

PLANNING AND ZONING COMMISSION APPROVAL

APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF DACONO, THIS __________ DAY OF____________________, 2019.

________________________________CHAIRPERSON

CITY COUNCIL APPROVAL

THIS IS TO CERTIFY THAT BRIDLE CREEK PRELIMINARY PLAT WAS APPROVED BY THE CITY COUNCIL OF THE CITY OFDACONO BY RESOLUTION NO. ______________________, THIS __________ DAY OF ____________________, 2019, AND THATTHE MAYOR OF THE CITY OF DACONO, ON BEHALF OF THE CITY OF DACONO, HEREBY ACKNOWLEDGES SAID PLAT UPONWHICH THIS CERTIFICATION IS ENDORSED FOR ALL PURPOSES INDICATED HEREON.

ATTEST:

______________________________________ ______________________________________MAYOR CITY CLERK

COLO

RADO

BLV

D.

HOLL

Y ST

. COUN

TY R

OAD

17

SUMMIT BLVD.

GRADEN BLVD.

1817

87

1920

24

13

12

T. 1 N.

R. 68

W.

R. 67

W.

LITTLE DRY CREEK

STANLEY DITCH

EVERGREEN INVESTMENT COMPANYBRUCE GALLOWAY/SARAH HUNSUCKER600 WINSLOW WAY EAST, SUITE 247BAINBRIDGE ISLAND, WA 98110206.565.3027

DEVELOPER/APPLICANT

GALLOWAY & COMPANYJAMES PRELOG5265 RONALD REAGAN BLVD., SUITE 210JOHNSTOWN, COLORADO 80534970.800.3300

SITE ENGINEER

GALLOWAY & COMPANYSARAH ADAMSON6162 S WILLOW DR SUITE 320GREENWOOD VILLAGE, CO 80111303.770.8884

PLANNER

GALLOWAY & COMPANYFRANK A. KOHL5265 RONALD REAGAN BLVD., SUITE 210JOHNSTOWN, COLORADO 80534970.800.3300

LAND SURVEYOR

1 COVER SHEET

2 OVERALL PLAT

3 EXISTING CONDITIONS PLAN

4 PROPOSED GRADING PLAN

5-8 PLAT SHEETS

9 PROPOSED UTILITY PLAN

SHEET INDEX

ELEVATIONS ARE BASED ON NATIONAL GEODETIC SURVEY MONUMENT, '"RAMONA RESET" AND IS DESCRIBED ASFOLLOWS:

ELEVATION = 5167.29' (NAVD 88)

'RAMONA RESET' IS LOCATED & DESCRIBED AS FOLLOWS:

THE MARK IS 22.5 FEET SOUTH OF BACK EDGE OF A FIVE FOOT CONCRETE WALK, 1.5 FEET EAST OF CENTER OFMANHOLE FOR A STORM WATER INLET ON SOUTH CURBLINE OF WELD COUNTY ROAD NO. 8.

BENCHMARK INFORMATION

LAND USE SUMMARY

BRIDLE CREEK

TRACT

AREA (SQ. FT.)

AREA ACRES OWNERSHIP MAINTENANCE AMENITY TYPE% OF TOTAL

A 200,347 4.60 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

B 668,814 15.35 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

C 793,301 18.21 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

D 247,825 5.69 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

E 257,037 5.90 FUTURE METRO DISTRICT FUTURE METRO DISTRICT

DRAINAGE, ACCESS, EMERGENCY ACCESS AND UTILITY EASEMENT AND OPEN

SPACE

F 963,641 22.12 BRIDLE CREEK LLC FUTURE METRO DISTRICT FUTURE OPEN SPACE AND ZONE A- SPECIAL FLOOD HAZARD AREA

G 90,427 2.08 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

H 268,075 6.15 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

I 278,483 6.39 FUTURE METRO DISTRICT FUTURE METRO DISTRICT

DRAINAGE, ACCESS, EMERGENCY ACCESS AND UTILITY EASEMENT AND OPEN

SPACE

J 793,853 18.22 BRIDLE CREEK LLC BRIDLE CREEK LLC OIL AND GAS FACILITY

K 802,689 18.43 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

L 250,662 5.75 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

M 586,143 13.46 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

N 345,383 7.93 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

O 1,146,668 26.32 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

P 338,968 7.78 BRIDLE CREEK LLC BRIDLE CREEK LLC OIL AND GAS FACILITY

Q 1,198,062 27.50 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

R 470,369 10.80 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

S 755,080 17.33 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE OPEN SPACE AND ZONE A- SPECIAL FLOOD HAZARD AREA

T 1,018,750 23.39 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

U 975,536 22.40 BRIDLE CREEK LLC BRIDLE CREEK LLC FUTURE DEVELOPMENT

TOTAL 12,450,113 285.815 93.87%STREET RIGHT OF WAY (ALL PUBLIC

ROADWAYS)

ROAD

AREA (SQ. FT.)

AREA ACRES

INTERNAL ROADWAY RIGHT OF WAY 813,395 18.67 6.13%

TOTAL AREA TOTAL AREA 304.488 TOTAL PERCENTAGE 100%

CITY OF DACONO

CITY

OF

DACO

NO

UNINCORPORATEDWELD COUNTY

CITY OF DACONO

YORK

ST.

/WCR

11





CITY OF DACONO

CITY OF DACONO

CITY OF DACONO

BRIDLE CREEK LLCC/O EVERGREEN INVESTMENT COMPANY LLC600 WINSLOW WAY EAST, SUITE 247BAINBRIDGE ISLAND, WA 98110206.565.3027

OWNER

1_,

OWNER:TAMARA NORRISLOT B, RE-1627

REC. NO. 2409233ZONING:

AGRICULTURAL

NORTHWEST CORNERSECTION 18, T. 1 N., R, 67 W.

FOUND NUMBER 6 REBARWITH A 3-1/4" ALUMINUM CAP

STAMPED "LS 16406, 2010"

NORTHEAST CORNERSECTION 18, T. 1 N., R, 67 W.


STAMPED "LS 38100, 2008"

EAST QUARTER CORNERSECTION 18, T. 1 N., R, 67 W.FOUND NUMBER 6 REBARWITH A 2-1/2" ALUMINUM CAPSTAMPED "LS 28656, 1993"

CENTER QUARTER CORNERSECTION 18, T. 1 N., R, 67 W.

FOUND NUMBER 6 REBARWITH A 2" ALUMINUM CAPSTAMPED "LS 29425, 2001"

WEST QUARTER CORNERSECTION 18, T. 1 N., R, 67 W.FOUND NUMBER 6 REBARWITH A 3-1/4" ALUMINUM CAPSTAMPED "LS 38106, 2008"

NORTH QUARTER CORNERSECTION 18, T. 1 N., R, 67 W.


FOUND BRASS TAGON POST STAMPEDSTAMPED "LS 38106"

FOUND NUMBER 6 REBARWITH A 3-1/4" ALUMINUM CAPSTAMPED "LS 38106"DID NOT ACCEPT

FOUNDNO. 4 REBAR

WITH NO CAP

FOUND 1" ALUMINUM CAPILLEGIBLE

OWNER:TALL OAK RANCH LLC

PARCEL NO.146713000047

ZONING:PUD PLANNED UNIT

DEVELOPMENT

JOHNSON FARM LLPPARCEL NO.

146907400008ZONING:

AGRICULTURAL

OWNER:RICHARD J.GRIFFITHS

LOT B, RE-4097REC. NO. 3301664

ZONING: R-1RESIDENTIAL

HICKS AND JOHNSONDACONO FARM LLP

PARCEL NO. 146918300006ZONING: C-R COMERCIAL

RESIDENTIAL

JELTS LLCPARCEL NO.14691800009

ZONING:R-1

RESIDENTIAL

JELTS LLCPARCEL NO. 146918400010ZONING: R-1 RESIDENTIAL

OWNER:BERNICE J. YONTS

PARCEL NO.14671300001

ZONING:AGRICULTURAL

OWNERS:RICHARD J. AND

BETTY LOU ROOSPARCEL NO.

146713000016ZONING: RESIDENTIAL


BETTY LOU ROOSUSR-694AIRSTRIPZONING:

AGRICULTURAL


BETTY LOU ROOS,PARCEL NO.146713000011

ZONING: RESIDENTIAL

SEE DETAIL A

S89°37'11"E 2633.07'NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 18

S89°37'12"E 2547.08'NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 18

S0°1

1'57"

W

2655

.65'

EAST

LINE

OF

THE

NORT

HEAS

T QU

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R OF

SEC

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18

N0°1

1'40"

W

2656

.14'

WES

T LIN

E OF

THE

NOR

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QUAR

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OF S

ECTI

ON 18

N89°37'46"W 2602.43'SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 18

BASIS OF BEARINGS

N89°37'06"W 2559.49'SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 18

BRIDLE CREEK WAY LONGFIELD WAY

FARMSIDE DR

STAB

LEGA

TE D

R

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COLO

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BRIDLE CREEK WAY

BRIGADOON DR

LITTLE DRY CREEK

LITTL

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CRE

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N0°1

1'40"

W

2561

.17'


146907400008ZONING:

AGRICULTURAL

45'

45'

30'30'

45'

45'

30'30'

45'

45'

TRACT AZONE:

C-1TRACT B

ZONE: R-2

TRACT CZONE: R-2

TRACT EZONE: R-2

TRACT FZONE: R-2TRACT D

ZONE: R-2

TRACT G

ZONE:R-2

TRACT IZONE: R-2

TRACT HZONE: R-2

TRACT JZONE: R-2

TRACT KZONE: R-2

TRACT LZONE: R-2

TRACT MZONE: R-2

TRACT NZONE: R-2

TRACT OZONE: R-2

TRACT VZONE: R-2

S89°37'12"E 2456.78' S89°37'11"E 2603.17'

S00°

11'57

"W

2625

.66'

N89°37'46"W 2572.43'N89°37'06"W 1102.77'

Δ=2°22'44"R=1565.00'L=64.98'CB=N00°59'42"EC=64.97'

1228.39' 1228.39' 1301.58' 1301.58'

1312

.83'

1312

.83'

1235.42'1235.42'

1280

.58'

S71°14'33"E95.15'

S45°17'23"W42.36'

COLO

RADO

BLV

D

BRIDLE CREEK WAY

STEE

PLEC

HASE

RD

LONGFIELD

WAY

N89°37'46"W30.00'

S89°37'06"E88.65'

FEMAZONE A

FEMAZONE A

POINT OF COMMENCEMENT

POINT OF BEGINNING

TRACT PZONE: R-2

TRACT QZONE: R-2

TRACT RZONE: R-2

TRACT SZONE: R-2

TRACT TZONE: R-2

TRACT UZONE: R-2

GRADEN BLVD

STEE

PLEC

HASE

RD

HOLL

Y ST

REET

1286.21' 1316.21'

1280

.58'

NORTHEAST CORNERSECTION 7

FOUND NUMBER 6 REBARWITH A 3" ALUMINUM CAP

ILLEGIBLE

N00°

14'01

"W52

86.33

'

WEST QUARTER CORNERSECTION 7FOUND NUMBER 6 REBARWITH A 3" ALUMINUM CAPSTAMPED "LS 38106, 2008"

S00°

03'07

"W26

27.24

'

SOUTHWEST CORNERSECTION 18FOUND NUMBER 6 REBARWITH A 3-1/4" ALUMINUM CAPSTAMPED "LS 36053, 2006"

S00°

11'28

"E26

56.52

'

SOUTHEAST CORNERSECTION 18


S00°

12'03

"W26

56.31

'

WEST 1/16 CORNERSECTION 17 AND 8


S89°51'30"E1319.79'



STAMPED "LS 16406, 2010"

FOUND BRASS TAGON POST STAMPED

STAMPED "LS 38106"FOUND NUMBER 6 REBAR

WITH A 3-1/4" ALUMINUM CAPSTAMPED "LS 38106"

DID NOT ACCEPT

FOUNDNO. 4 REBAR

WITH NO CAP

N28°27'21"E3.75'

N65°57'06"E

71.40'



STAMP

Date:

Drawn By:

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Johnstown, CO 80534

970.800.3300

3/15/2019

EIC000001.10

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SCALE: 1"=200'

0 100 20050

SHEET 2 OF 9

2

PRELIMINARY PLAT

SET MONUMENT, NO. 5 REBAR WITHORANGE PLASTIC CAP, "PLS 38069"

LOT LINE

FOUND MONUMENT, (AS DESCRIBED)

PROPERTY LINE

SECTION LINE

LEGEND

EASEMENT LINE

ALIQUOT CORNER (AS DESCRIBED)

FLOOD PLAIN LINE - ZONE A

SCALE: 1" = 20'DETAIL A

S0°1

1'40"

E

2655

.41'

LOT B, RE-1627REC. NO. 2409233

NORTHWEST CORNERSECTION 18


STAMPED "LS 16406, 2010"



STAMPED "LS 38100, 2008"

EAST QUARTER CORNERSECTION 18FOUND NUMBER 6 REBARWITH A 2-1/2" ALUMINUM CAPSTAMPED "LS 28656, 1993"

CENTER QUARTER CORNERSECTION 18


WEST QUARTER CORNERSECTION 18FOUND NUMBER 6 REBARWITH A 3-1/4" ALUMINUM CAPSTAMPED "LS 38106, 2008"

NORTH QUARTER CORNERSECTION 18FOUND NUMBER 6 REBARWITH A 2" ALUMINUM CAPSTAMPED "LS 29425, 2001"



FOUND NO. 4 REBARWITH NO CAP

FOUND DISC ON POLESTAMPED "LS 16406"

FOUND NAIL ANDSHINER IN POLE

STAMPED "LS 29425"

FOUND CHISELED"X" ON CASING FOUND 1"

ALUMINUM DISCON POST STAMP"LS 38512"

FOUND DISC ON POLESTAMPED "LS 38106"

FOUND CHIVELED "X" ON FES

FOUND 1" ALUMINUM CAPILLEGIBLE FOUND NAIL AND

TAG ON FENCESTAMPED "LS 38512"

60' RIGHT OF WAYBOOK 86, PAGE 273

180' PSCO EASEMENTREC. NO. 1501255 AND 1501256


AND BOOK 48, PAGE 109


UTUT

UTUT

UTUT

UTUT

UTUT

UTUT

UTUT

UT

GG

GG

GG

GG

GG

GG

GG

G G G G

N0°1

1'40"

W

2561

.17'

S89°37'12"E 2456.78'

S0°1

1'57"

W

2625

.66'

N89°37'46"W 2572.43'

S00°

27'43

"E26

56.36

'

N89°37'06"W 2470.83'

UTILITY EASEMENT1 ROD WEST OF BOUNDARYAND 3' WEST OF CABLE LAID

REC. NO. 861755

TALL OAK RANCH LLCPARCEL NO.

146713000047


146907400008

LOT B, RE-4097REC. NO. 3301664


PARCEL NO. 146918300006


JELTS LLCPARCEL NO. 146918400010

BERNICE J. YONTSPARCEL NO.

146713000013

RICHARD J. ANDBETTY LOU ROOS

PARCEL NO.146713000016

USR-694AIRSTRIP

AUDREY MINNES

RICHARD J. ANDBETTY LOU ROOS

PARCEL NO.146713000011

EAST HALF OF THE NORTHWEST QUARTEROF SECTION 18

NORTH HALF OF THE NORTHEAST QUARTEROF SECTION 18

60' RIGHT OF WAYREC. NO. 3572175

S89°37'11"E 2603.17'

WW

WW

WW

WW

WW

UT

WELD COUNTY ROAD 10

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FO

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

G

G

G

G

G

G

G

GG

G

GG G G G G G G G G G

15" PIPEPOWER POLE

TOWERPOWER POLE

TOWER POWER POLETOWER

POWER POLETOWER

POWER POLETOWER

30' PERMANENT EASEMENTREC. NO. 4444812

30' SADDLE BUTTE ROCKIESMIDSTREAM EASEMENT

REC. NO. 4379079


10' PIPELINE EASEMNT REC. NO. 4477387

15' X 65' UNITEDPOWER EASEMENT

REC. NO. 4439702

R-2 ZONING PARCELREC. NO. 3160637

AT&T EASEMENTREC. NO. 2526499

S89°37'12"E 2547.08'NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 18 S89°37'11"E 2633.07'

NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 18

S0°1

1'57"

W

2655

.65'

EAST

LINE

OF

THE

NORT

HEAS

T QU

ARTE

R OF

SEC

TI O

N 18



S0°1

1'40"

E

2656

.14'

WES

T LIN

E OF

THE

NOR

THW

EST

QUAR

TER

OF S

ECTI

ON 18

Δ=2°22'44"R=1565.00'L=64.98'CB=N00°59'42"EC=64.97'

FOUND NAIL AND BOTTLE CAPON TOP OF WOODEN POST"

PART OF NORTH HALF OF SECTION 1813,263,508 SQ. FT.

304.488 ACRES

RIGHT OF WAYREC. NO. 3519835

1228.39' 1228.59' 1301.38' 1301.58'

1312

.83'

1312

.83'

1286.21'1286.21'1235.42'1235.42'

1280

.58'

1280

.58'

20' X 18'PERMANENT EASEMENTREC. NO. 3519835

30'

SURFACE USE AGREEMENTREC. NO. 2526499

(NO WIDTH PROVIDED)

SOUTHWEST QUARTER OF THE NORTHEAST QUARTEROF SECTION 18

SUBJECT TO SURFACE USE AGREEMENTREC. NO. 2656508, 2667755 AND REC. NO. 252649

SURFACE USE AGREEMENTREC. NO. 2526499

OIL AND GAS PARCEL

ALL OF SECTION 18SURFACE USE AGREEMENT

REC. NO. 2957499

SURFACE USE AGREEMENTS

RECEPTION NUMBER YEAR ALIQUOT AREA EFFECTED

2526499 1996 NORTH HALF OF SECTION 182656508 1998 SOUTHWEST QUARTER, NORTHEAST QUARTER OF SECTION 182667755 1999 SOUTHWEST QUARTER, NORTHEAST QUARTER OF SECTION 182811895 2000 EAST HALF, NORTHWEST QUARTER OF SECTION 182815002 2000 NORTHWEST QUARTER OF SECTION 184153358 2015 NORTHEAST QUARTER OF SECTION 18

WEST HALF OF THE NORTHWEST QUARTEROF SECTION 18

SOUTHEAST QUARTER OF THE NORTHEAST QUARTEROF SECTION 18

EXISTINGSTRUCTURES

TO BE REMOVEDABANDONED LOCATIONEXISTING WELL HINGLEY 1-A

(PER COGCC ONLINE GIS DATABASE)

ABANDONED LOCATIONEXISTING WELL BRIDLE CREEK 2-18

(PER COGCC ONLINE GIS DATABASE) PLUGGED AND ABANDONEDEXISTING WELL HINGLEY 2J(PER COGCC ONLINE GIS DATABASE)

PLUGGED AND ABANDONEDEXISTING WELL HINGLEY 5


PLUGGED AND ABANDONEDEXISTING WELL HINGLEY 12-18


PLUGGED AND ABANDONEDEXISTING WELL HINGLEY 3(S)


PLUGGED AND ABANDONEDEXISTING WELL HINGLEY 21-18


PLUGGED AND ABANDONEDEXISTING WELL HINGLEY 1-B


PLUGGED AND ABANDONEDEXISTING WELL HINGLEY FARMS 1


PLUGGED AND ABANDONEDEXISTING WELL HINGLEY 2(S)


PERMITTED PROPOSED WELLSHINGLEY 1A THROUGH 1K-18H-A167COGCC PERMIT NUMBERAPPROVED BY CC RES. NO. 18-51(PER COGCC ONLINE GIS DATABASE)

PLUGGED AND ABANDONEDEXISTING WELL HINGLEY 4


SHUT-INEXISTING WELL HINGLEY FARMS 32-18


ABANDONED LOCATIONEXISTING WELL HINGLEY 21-18


500' SETBACK



EXISTING CONDITIONS PLAN

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SCALE: 1"=200'

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PRELIMINARY PLAT


LOT LINE


PROPERTY LINE

SECTION LINE

LEGEND

EASEMENT LINE


FLOOD PLAIN LINE

SHEET 3 OF 9

3

GAS LINEG G

OVERHEAD POWER LINEOHE



AGRICULTURAL



STAMPED "LS 16406, 2010"



STAMPED "LS 38100, 2008"









FOUNDNO. 4 REBAR

WITH NO CAP



PARCEL NO.146713000047


DEVELOPMENT


146907400008ZONING:

AGRICULTURAL

OWNER:RICHARD J.GRIFFITHS

LOT B, RE-4097REC. NO. 3301664




RESIDENTIAL


ZONING:R-1

RESIDENTIAL



PARCEL NO.14671300001

ZONING:AGRICULTURAL






AGRICULTURAL



ZONING: RESIDENTIAL

SEE DETAIL A



S0°1

1'57"

W

2655

.65'

EAST

LINE

OF

THE

NORT

HEAS

T QU

ARTE

R OF

SEC

TION

18

N0°1

1'40"

W

2656

.14'

WES

T LIN

E OF

THE

NOR

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OF S

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ON 18


BASIS OF BEARINGS


BRIDLE CREEK WAY LONGFIELD WAY

FARMSIDE DR

STAB

LEGA

TE D

R

HOLL

Y ST

REET

COLO

RADO

BLV

D

GRADEN BLVD

BRIDLE CREEK WAY

BRIGADOON DR

LITTLE DRY CREEK

LITTL

E DRY

CRE

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N0°1

1'40"

W

2561

.17'


146907400008ZONING:

AGRICULTURAL

45'

45'

30'30'

45'

45'

30'30'

45'

45'

TRACT AZONE:

C-1TRACT B

ZONE: R-2

TRACT CZONE: R-2

TRACT EZONE: R-2

TRACT FZONE: R-2TRACT D

ZONE: R-2

TRACT G

ZONE:R-2

TRACT IZONE: R-2

TRACT HZONE: R-2

TRACT JZONE: R-2

TRACT KZONE: R-2

TRACT LZONE: R-2

TRACT MZONE: R-2

TRACT NZONE: R-2

TRACT OZONE: R-2

TRACT VZONE: R-2

S89°37'12"E 2456.78' S89°37'11"E 2603.17'

S00°

11'57

"W

2625

.66'

N89°37'46"W 2572.43'N89°37'06"W 1102.77'

Δ=2°22'44"R=1565.00'L=64.98'CB=N00°59'42"EC=64.97'

5060

5080

5040

5060

5070

5040

5050

5080

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5100

5110

5100

5090

5080

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5050

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50805080 5070

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7

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10' PROPOSEDRIGHT OF WAY

30'


60'

60'

30'

S71°14'33"E95.15'

S45°17'23"W42.36'

COLO

RADO

BLV

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STEE

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N89°37'46"W30.00'

S89°37'06"E88.65'

FEMAZONE A

FEMAZONE A

POINT OF COMMENCEMENT

POINT OF BEGINNING

TRACT PZONE: R-2

TRACT QZONE: R-2

TRACT RZONE: R-2

TRACT SZONE: R-2

TRACT TZONE: R-2

TRACT UZONE: R-2

GRADEN BLVD

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REC. NO. 4379079




REC. NO. 4439702


30'

90'

30'

30'

30'



FOUND NUMBER 6 REBARWITH A 3" ALUMINUM CAP

ILLEGIBLE

N00°

14'01

"W52

86.33

'

WEST QUARTER CORNERSECTION 7FOUND NUMBER 6 REBARWITH A 3" ALUMINUM CAPSTAMPED "LS 38106, 2008"

S00°

03'07

"W26

27.24

'

SOUTHWEST CORNERSECTION 18FOUND NUMBER 6 REBARWITH A 3-1/4" ALUMINUM CAPSTAMPED "LS 36053, 2006"

S00°

11'28

"E26

56.52

'

SOUTHEAST CORNERSECTION 18


S00°

12'03

"W26

56.31

'

WEST 1/16 CORNERSECTION 17 AND 8


S89°51'30"E1319.79'



GRADING PLAN

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AGRICULTURAL



STAMPED "LS 16406, 2010"





FOUNDNO. 4 REBAR

WITH NO CAP





UTILITY EASEMENT1 ROD WEST OF BOUNDARYAND 3' WEST OF CABLE LAID

REC. NO. 861755


PARCEL NO.146713000047


DEVELOPMENT


146907400008ZONING:

AGRICULTURAL



N0°1

1'40"

W

2656

.14'

WES

T LIN

E OF

THE

NOR

THW

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QUAR

TER

OF S

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ON 18

BRIDLE CREEK WAY

STAB

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R

COLO

RADO

BLV

D

GRADEN BLVD

BRIGADOON DR

5' UTILITY EASEMENT

5' UTILITY EASEMENT

5' UTILITY EASEMENT

5' UTILITYEASEMENT

LITTLE DRY CREEK

N0°1

1'40"

W

2561

.17'

30' UTILITYEASEMENT

45'

45'

30'

30'

102.3

8'30

.00'

10' PROPOSEDRIGHT OF WAY 10' PROPOSED

RIGHT OF WAY

5' UTILITY EASEMENT

5' UTILITY EASEMENT

TRACT A200,347 SQ. FT.

4.60 ACRES

TRACT B668,814 SQ. FT. 15.35 ACRES

TRACT C793,301 SQ. FT. 18.21 ACRES

TRACT D247,825 SQ. FT.

5.69 ACRES

TRACT F963,641 SQ. FT. 22.12 ACRES

TRACT G90,427 SQ. FT. 2.08 ACRES

TRACT O345,383 SQ. FT.

7.93 ACRES

C2

N00°

22'48

"E

162.0

0'

S89°37'12"E 362.29'C3

N50°49'14"E 469.68'

C4N0

0°22

'48"E

14

5.41'

C5

N89°37'12"W 2230.72'C6

30.20' S89°37'12"E 2456.78'

136.0

1'

C1

S89°37'12"E 1295.20'

S45°27'

08"W

217.47

'

C31

C12

S44°32'52"E 380.96'

C13

N45°27'

08"E

217.47

'

C7

S00°

22'48

"W

145.4

1'C8

S50°49'14"W 469.68'

C9N89°37'12"W 289.29'C10

S00°

22'48

"W89

.00'

C11 S89°37'12"E78.31'

S00°

22'48

"W

852.5

3'

208.19'

809.6

1'

219.31' 784.50'

S00°

22'48

"W

852.5

3'

1226.91'

302.51'C34

168.50'

S00°

22'13

"W

380.7

6'

N89°37'46"W 96.29'

S50°49'14"W 351.14'

S20°

55'38

"W

191.9

4'

S67°31'26"W 332.84'

C35

54.58'

S45°27'

08"W

681.64

'

C36

117.00'

S26°15'48"E 202.21'

C44

N01°

42'37

"W

143.8

2'

N45°16'

54"E

133.97

'N89°40'41"E 106.45' N35

°35'11

"E

115.6

5'

N62°33'51"E 149.46'

N23°

29'39

"E

120.7

4'

686.7

8'

784.50'

263.96'

30'

60'

30'

S89°37'12"E 1501.83'

S44°32'52"E 744.93'

C45

131.31'1370.52'

433.96'

S45°27'

08"W

285.47

'

S0°2

2'48"

W

178.4

1'C5

1

S50°49'14"W 469.68'

C50N89°37'12"W 332.29'

S0°2

2'48"

W

200.0

0'

S89°37'12"E 144.00'

S0°2

2'48"

W

372.5

6'

S26°15'48"E 513.77'

S89°37'12"E 114.00'

S0°2

2'48"

W

349.6

6'

S26°15'48"E 520.67'

LONGFIELD

WAYTRACT U

1,018,750 SQ. FT. 23.39 ACRES

221.96'

C24

C23

N89°37'12"W 1478.15'

C33

C25

RIGHT OF WAYREC. NO. 3519835

20' X 18'PERMANENT EASEMENTREC. NO. 3519835

30'

30'

30'

30'



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STAMPED "LS 38100, 2008"


OWNER:RICHARD J. GRIFFITHS

LOT B, RE-4097REC. NO. 3301664



LONGFIELD WAY

5' UTILITY EASEMENT

5' UTILITY EASEMENT

5' UTILITY EASEMENT



146907400008ZONING:

AGRICULTURAL

S89°37'46"E 506.66'

30'

30'

C52

C53

APPROXIMATE LOCATIONOF AT &T EASEMENTBOOK 1072, PAGE 215

5' UTILITY EASEMENT

30' UTILITYEASEMENT


10' PRPOSEDRIGHT OF WAY

TRACT E257,037 SQ. FT.

5.90 ACRES

TRACT H268,075 SQ. FT.

6.15 ACRES

TRACT I278,483 SQ. FT.

6.39 ACRES

TRACT J793,853 SQ. FT. 18.22 ACRES

TRACT K115,878 SQ. FT.

2.66 ACRES

TRACT N586,143 SQ. FT. 13.46 ACRES

S89°37'11"E 2603.17'

S00°

11'57

"W

2625

.66'

N00°

22'14

"E

379.3

5'

C29N89°37'46"W 797.00'

C30C14

S89°37'46"E 870.00'S0

0°22

'14"W

45

2.35'

C15

661.9

3'11

2.12'

912.0

8'

C19

824.83'

S89°37'11"E 2670.03'1011.70'

S48°44'51"W

179.92'

S79°32'45"W 182.65'

S62°37'37"W 256.74'

S29°

40'26

"W

123.0

1'

410.38'

S00°

22'14

"W

112.3

3'

S77°36'55"W 361.63'

S00°

22'13

"W

192.6

0'

S45°01'

42"W

71.19'

N89°37'46"W 212.94'

S33°

06'06

"W

286.3

6'

N89°37'46"W 221.75'

S00°

22'13

"W70

.96'

N89°37'46"W 1191.74'

54.58'

S26°15'48"E 202.21'

C37

S89°37'46"E 618.26'

N00°

22'14

"E

156.8

7'

N45°22'

14"E

105.38

' S89°37'46"E 174.97' S44°37'47"E 105.38'

S00°

22'13

"W

344.6

0'

132.00'

S00°

22'14

"W

822.6

7'

50.00' 850.56'

N89°37'46"W 1032.90'

112.2

9'26

2.35'

N76°35'00"E 97.58'

N26°15'48"W 200.03'

C43

C38

C42

S89°37'11"E 1032.56'

C41

665.00'10' PROPOSEDRIGHT OF WAY

30'


C48

N0°2

2'14"

E

422.3

5'

N89°37'46"W 840.00'

C49

S26°15'48"E 513.77'

TRACT L686,811 SQ. FT. 15.77 ACRES

STEE

PLEC

HASE

RD

FEMAZONE A

GRADEN BLVD

HOLL

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REC. NO. 4439702


30' PROPOSEDGAS EASEMENT



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RESIDENTIAL


ZONING:R-1 RESIDENTIAL


PARCEL NO.14671300001

ZONING:AGRICULTURAL






AGRICULTURAL



ZONING: RESIDENTIAL


5' UTILITYEASEMENT




TRACT V975,536 SQ. FT. 22.40 ACRES

C31

S44°32'52"E 257.97'

N89°37'06"W 1102.77'

Δ=2°22'44"R=1565.00'L=64.98'CB=N00°59'42"EC=64.97'

1102.77'

N00°

21'33

"E

229.4

5'

N25°

26'52

"E

214.9

3'

S89°37'06"E 495.33'

N35°51

'36"E

72

3.88'

N19°

27'13

"E

571.8

0'

N45°27'

08"E

550.50

'

N45°22'

54"E

106.07

' S89°37'06"E 205.36' N38°40

'07"E

12

1.03'

N00°

22'36

"E

138.6

1'

N48°02'

35"E

205.21

'

N00°

22'36

"E

111.3

8'

N65°31'15"W 141.92'

N24°

28'45

"E

287.9

2'

N31°

58'03

"E

275.6

1'

N01°

42'37

"W

143.8

2'

745.67'

N65°31'15"W 207.03'

N89°37'06"W 936.77'

622.39'

898.5

8'

60'

88.65'

S44°32'52"E 744.93'

310.97'

COLO

RADO

BLV

D

BRIDLE CREEK WAY

FEMAZONE A

TRACT T755,080 SQ. FT. 17.33 ACRES

TRACT S470,369 SQ. FT. 10.80 ACRES

TRACT R1,198,062 SQ. FT.

27.50 ACRES

S44°32'52"E 744.93'43.12'

479.85'

90'



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S0°1

1'57"

W

2655

.65'

EAST

LINE

OF

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18


BASIS OF BEARINGS

FARMSIDE DR

HOLL

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BRIDLE CREEK WAY

5' UTILITY EASEMENT5' UTILITY EASEMENT

5' UTILITY EASEMENT

45'

45'

45'

45'

TRACT L686,811 SQ. FT. 15.77 ACRES

TRACT M250,662 SQ. FT.

5.75 ACRES

N89°37'46"W 2572.43'

C26

N00°22'14"E 9.92'

C27

N23°17'31"W 53.04'

C28

C32

S89°37'46"E 1143.55'

C15S23°17'31"E 53.04'

C16

S00°22'14"W 9.92'

C17 S89°37'46"E 896.13' C18

N00°

22'14

"E

161.5

2'N0

5°38

'15"E

12

6.32' C40

S89°37'46"E 671.98' N76°35'00"E 97.58'

C38

C42

263.80'

N00°

22'14

"E

627.9

2'

N89°37'46"W 718.12'

C39

1844.31'

C41

TRACT O345,383 SQ. FT.

7.93 ACRES


5' UTILITY EASEMENT

5' UTILITY EASEMENT879.75'

S89°37'46"E 1196.55'

C46

S89°37'46"E 982.33'

C47

N23°17'31"W 53.04'

C48

TRACT Q338,968 SQ. FT.

7.78 ACRES

TRACT P1,146,668 SQ. FT.

26.32 ACRES

C20

609.3

0'

C21N89°37'46"W 151.42'

S00°

23'04

"W

110.0

0'

N89°37'46"W 1318.08'

N00°

22'14

"E

309.3

1'

N17°49'14"W 197.24'

N53°43'30"W 97.20'

S89°37'46"E 350.99'

N00°

22'14

"E

165.6

1'

S89°37'46"E 2146.08'1882.09'

161.3

0'

210.99'

C22

187.08'

140.00'

10.00'

STEE

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REC. NO. 4379079


30'

30'


30' PROPOSEDGAS EASEMENT



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RESOLUTION NO. 19-81

A RESOLUTION APPROVING A PRELIMINARY PLAT FOR BRIDLE CREEK

WHEREAS, there has been submitted to the City Council of the City of Dacono a request

for approval of a preliminary subdivision plat for Bridle Creek; and

WHEREAS, all materials related to the proposed preliminary plat have been reviewed by

City Staff and the Dacono Planning and Zoning Commission and found, with conditions, to be in

compliance with City of Dacono subdivision and zoning ordinances, and related City ordinances,

regulations, and policies; and

WHEREAS, the Planning and Zoning Commission has held a properly noticed public

hearing on the proposed preliminary plat, and has forwarded to the City Council a recommendation

of approval, with conditions; and

WHEREAS, the City Council has duly considered the proposed preliminary plat, and has

held a properly noticed public hearing on the application; and

WHEREAS, the City Council finds the proposed preliminary plat should be approved.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF

DACONO, COLORADO:

Section 1. The City Council hereby approves the proposed preliminary subdivision plat for

Bridle Creek.

PASSED AND ADOPTED this 26th day of August, 2019.

______________________________

Joe Baker, Mayor

ATTEST:

______________________________

Valerie Taylor, City Clerk

8/20/2019 4:45 PM [kmk] R:\Dacono\Subdivision\BridleCreek\Prelim Plat (2019) CC res.doc

agenda item no.: vi-a

Documents