1663 Stable View Dr Castle Pines, CO 80108

RE/MAX Alliance

30480 Stagecoach Blvd. Evergreen, CO 80439

Louis H. Moore, Elizabeth C. Moore, Debra K. Moore Broker Moore at RE/MAX

Alliance contracts@moorefamily.properties

Ph: 303-591-2075 Fax: 303-395-2233

1 The printed portions of this form, except differentiated additions, have been approved by the Colorado Real Estate Commission (CL8-5-19) (Mandatory 7-19)

3 THIS FORM HAS IMPORTANT LEGAL CONSEQUENCES AND THE PARTIES SHOULD CONSULT 4 LEGAL AND TAX OR OTHER COUNSEL BEFORE SIGNING.

Date: 8/4/2023 9

10 1. PARTIES, PROPERTY. Rodney W Morehead and Karen M Morehead , (Seller), 11 and ,

12 (Buyer), engage Land Title Guarantee Company , (Closing Company),

13 who agrees to provide closing and settlement services in connection with the Closing of the transaction

14 for the sale and purchase of the Property known as No.

15 1663 Stable View Drive, Castle Pines, CO 80108 ,

16 and more fully described in the Contract to Buy and Sell Real Estate, dated , including

17 any counterproposals and amendments (Contract). The Buyer’s lender may enter into separate closing

18 instructions with the Closing Company regarding the closing of the Buyer’s loan. All terms of the 19 Contract are incorporated herein by reference. In the event of any conflict between this Agreement and 20 the Contract, this Agreement controls, subject to subsequent amendments to the Contract or this

Agreement.

22 2. TITLE COMMITMENT, EXCEPTIONS AND POLICY. Closing Company Agrees Does Not

agree that: upon completion of a satisfactory title search and examination, it will furnish a Title

Insurance Commitment; and it will issue a Title Insurance Policy provided that all requirements have

been fulfilled. Closing Company Agrees Does Not agree to furnish copies of Exceptions. 26 3. INFORMATION, CLOSING, RECORDING. Closing Company is authorized to obtain any

information necessary for the Closing. Closing Company agrees to, deliver and record all documents

required or customarily recorded, and disburse all funds pursuant to the Contract that are necessary

to carry out the terms and conditions of the Contract. 30 4. PREPARATION OF DOCUMENTS. The Closing Company will prepare the necessary documents

to carry out the terms and conditions of the Contract to include:

32 4.1 Deed. If the deed required in the Contract is a special warranty deed, general warranty

deed, bargain and sale deed (excluding a personal representative’s or trustee’s deed) or a quit claim

deed, the deed will be prepared in accordance with the Contract by the Closing Company. However, if

the Contract requires a different form of deed (e.g.: personal representative’s deed or trustee’s deed) or

requires that the special warranty deed or general warranty deed list exceptions other than the

“statutory exceptions” as defined in §38-30-113(5)(a), C.R.S., then the Buyer or Seller must provide the

deed or written instructions for preparation of the deed to the Closing Company for Closing. For any

Buyer or Seller provided deed or written instructions for preparation of the deed that requires a list of

exceptions other than the “statutory exceptions”, the Buyer and Seller will hold the Closing Company

harmless for any causes of action arising out of the use of such deed. The parties acknowledge that the

real estate broker working with either the Buyer or the Seller is not responsible for reviewing or

approving any deed not prepared by the real estate broker.

44 4.2 Bill of Sale. If the transaction includes the sale of personal property (i.e. within the Contract

or a Personal Property Agreement) from the Seller to the Buyer, Seller and Buyer authorize Closing

Company to prepare the bill of sale conveying the personal property from the Seller to the Buyer as

their scrivener. The Buyer and Seller understand that the bill of sale is a legal document and it is

recommended that it be reviewed and approved by their respective attorneys. 49 4.3 Closing Statement. Closing Company will prepare and deliver accurate, complete and 50 detailed closing statements to Buyer, Seller and the real estate brokers working with Buyer and Seller.

Closing Statements will be prepared in accordance with the Contract and written instructions from the

Buyer, Seller, lender or real estate brokers so long as such written instructions are not contrary to the

Contract. If the written instructions are contrary to the Contract, the Buyer and Seller must execute an

Agreement to Amend/Extend Contract.

55 5. CLOSING FEE. Closing Company will receive a fee of $ 380 for providing closing and 56 settlement services (Closing Fee).

57 6. RELEASE, DISBURSEMENT. Closing Company is not authorized to release any signed

documents or things of value prior to receipt and disbursement of Good Funds, except as provided in

§§10, 11 and 12.

60 7. DISBURSER. Closing Company must disburse all funds, including real estate commissions,

except those funds as may be separately disclosed in writing to Buyer and Seller by Closing Company

or Buyer’s lender on or before Closing. All parties agree that no one other than the disburser can

assure that payoff of loans and other disbursements will actually be made.

64 8. SELLER’S NET PROCEEDS. Seller will receive the net proceeds of Closing as indicated:

Cashier’s Check , at Seller’s expense Funds Electronically Transferred (wire transfer) to an

account specified by Seller, at Seller’s expense Closing Company’s trust account check.

67 9. WIRE AND OTHER FRAUDS. Wire and other frauds occur in real estate transactions. Anytime

Buyer or Seller is supplying confidential information, such as social security numbers, bank account

numbers, transferring or receiving funds, Buyer and Seller should provide the information in person or

in another secure manner. 71 10. FAILURE OF CLOSING. If Closing or disbursement does not occur on or before Closing Date

set forth in the Contract, Closing Company, except as provided herein, is authorized and agrees to

return all documents, monies and things of value to the depositing party, upon which Closing Company

will be relieved from any further duty, responsibility or liability in connection with these Closing

Instructions. In addition, any promissory note, deed of trust or other evidence of indebtedness signed by

Buyer will be voided by Closing Company, with the originals returned to Buyer and a copy to Buyer’s

lender. 78 11. RETURN OF EARNEST MONEY. Except as otherwise provided in §12 (Earnest Money Dispute),

if the Earnest Money is being held by Closing Company and has not already been returned following CL8-5-19. CLOSING INSTRUCTIONS Page 2 of 5

PM

receipt of a Notice to Terminate or other written notice of termination, Closing Company must release

the Earnest Money as directed by written mutual instructions from the Buyer and the Seller. Such

release of Earnest Money must be made within five days of Closing Company’s receipt of the written

mutual instructions signed by both Buyer and Seller, provided the Earnest Money check has cleared.

84 12. EARNEST MONEY DISPUTE. In the event of any controversy regarding the Earnest Money

(notwithstanding any termination of the Contract), provided Closing Company is holding the Earnest

Money, Closing Company is not required to take any action. Closing Company, at its option and sole

subjective discretion, may: (1) await any proceeding, (2) interplead all parties and deposit Earnest

Money into a court of competent jurisdiction and recover court costs and reasonable attorney and legal 89 fees, or (3) provide notice to Buyer and Seller that unless Closing Company receives a copy of a

Summons and Complaint or Claim (between Buyer and Seller) containing the case number of the

lawsuit (Lawsuit) within one hundred twenty days of Closing Company’s notice to the parties, Closing

Company is authorized to return the Earnest Money to Buyer. In the event Closing Company does

receive a copy of the Lawsuit, and has not interpled the monies at the time of any Order, Closing

Company must disburse the Earnest Money pursuant to the Order of the Court.

95 13. SUBSEQUENT AMENDMENTS. Any amendments to, or termination of, these Closing 96 Instructions must be in writing and signed by Buyer, Seller and Closing Company.

14. CHANGE IN OWNERSHIP OF WATER WELL. Within sixty days after Closing, Closing Company

will submit any required Change in Ownership form or registration of existing well form to the Division of

Water Resources in the Department of Natural Resources (Division), with as much information as is

available. Closing Company is not liable for delaying Closing to ensure Buyer completes any required

form.

102 15. FIRPTA AND COLORADO WITHOLDING.

103 15.1 FIRPTA. Seller agrees to cooperate with Buyer and Closing Company to provide any 104 reasonably requested documents to determine Seller’s foreign person status. If withholding is required,

Seller authorizes Closing Company to withhold any required amount from Seller’s proceeds and remit it

to the Internal Revenue Service.

15.2 Colorado Withholding. Seller agrees to cooperate with Closing Company to provide any

reasonably requested documents to determine Seller’s status. If withholding is required under 109 Colorado law, Seller authorizes Closing Company to withhold any required amount from Seller’s 110 proceeds and remit it to the Colorado Department of Revenue. 111 16. ADDITIONAL PROVISIONS. (The following additional provisions have not been approved by the 112 Colorado Real Estate Commission.)

114 17. COUNTERPARTS. This document may be executed by each party, separately, and when each

party has executed a copy, such copies taken together are deemed to be a full and complete contract

between the parties.

117 18. BROKER’S COPIES. Closing Company must provide, to each real estate broker in this 118 transaction, copies of all signed documents that such real estate brokers are required to maintain

pursuant to the rules of the Colorado Real Estate Commission. Closing Company is authorized by both

Buyer and Seller to deliver their respective Closing Statement to one or both real estate brokers

CLOSING INSTRUCTIONS Page

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122 19. NOTICE, DELIVERY AND CHOICE OF LAW.

123 19.1 Physical Delivery and Notice. Any document, or notice to another party must be in 124 writing, except as provided in §19.2 and is effective when physically received by such party.

125 19.2 Electronic Notice. As an alternative to physical delivery, any notice, may be delivered in 126 electronic form to another party at the electronic address of the recipient by facsimile, email or 127 ctm eContracts

128 19.3 Electronic Delivery. Electronic Delivery of documents and notice may be delivered by: 129 (1) email at the email address of the recipient, (2) a link or access to a website or server, provided the 130 recipient receives the information necessary to access the documents or (3) facsimile at the facsimile 131 number (Fax No.) of the recipient.

132 19.4 Choice of Law. These Closing Instructions and all disputes arising hereunder are 133 governed by and construed in accordance with the laws of the State of Colorado that would be 134 applicable to Colorado residents who sign a contract in Colorado for real property located in Colorado.

Buyer: _______________________________________________________ Date: _______________

Address: Phone No.: Fax No.: Email Address:

Buyer: _______________________________________________________ Date: _______________

Address: Phone No.: Fax No.: Email Address: Date:

Seller: Rodney W Morehead

Address: Phone No.: Fax No.: Email Address:

Date:

Seller: Karen M Morehead

Address: Phone No.:

Fax No.:

Email Address:

Closing Company’s Name: Land Title Guarantee Company

Date: 8/1/2023

By: Nancy Macbeth

Authorized Signature Title:

Address: 3064 Whitman Dr Suite 201

Evergreen, CO 80439

Phone No.: 303-674-4493

Fax No.: 303-393-4901

Email Address: nmacbeth@ltgc.com; hshort@ltgc.com; mzouski@ltgc.com

30480 Stagecoach Blvd. Evergreen, CO 80439

Louis H. Moore, Elizabeth C. Moore, Debra K. Moore Broker Moore at RE/MAX Alliance contracts@moorefamily.properties

Ph: 303-591-2075 Fax: 303-395-2233

COMMON INTEREST COMMUNITY CHECKLIST FOR BROKERAGE FIRM

NOTE: Any recipient of this form is advised to independently verify information listed below.

Property Address: 1663 Stable View Drive Castle Pines CO 80108 Item

1. Are there any unpaid expenses or assessments on the property?

2. Are there any unpaid special assessments on the property?

3. Are there any unpaid liens on the property?

4. Are any special assessments being contemplated on the property?

5. Are any increases being contemplated to the periodic fee?

6. Is there a monthly association fee?

7. Is there a quarterly association fee?

8. Is there a semi-annual association fee?

9. Is there an annual association fee?

10. Is the property subject to more than one association fee?

11. Must a buyer prepay monthly association dues at time of closing? If so, how many months?

12. Is a working capital reserve deposit required from the buyer?

13. Is a transfer fee imposed by the association upon sale of the property?

14. Is a fee imposed by the association for providing a status letter?

15. Is there a charge for common area access devices? (pool keys, common hallway keys, etc.)

16. Are any other fees imposed by the association upon sale of the property?

17. Are there any violations of covenants that the seller has been advised of?

18. Are there any existing or pending law suits against the association and/or the property?

19. Is the association still under the control of the developer?

20. Is there any damage to this property, any common areas, any adjacent properties, or violations of the covenants or rules and regulations that could cause a lien against the property?

21. Is the sale of this property subject to a right of first refusal by the association or a member?

Date:

$138.75 HOA PLUS $30 METRO DIST DUE TOGETHER

HOA FEE INCLUDES A FEE FOR METRO DIST.

$275

22. Does this property include the use of?

Deeded Exclusive use

Storage unit(s)

Parking space(s)

Carport(s Garage(s)

23. The regular association dues includes the following:

Management

Insurance premiums

a. Structure(s)

b. Common area liability

Common area/element repair, maintenance or replacement

Trash collection

Water PARKER WATER & SANITATION DIST

Sewer PARKER WATER & SANITATON DIST

Heat BLACK HILLS ENERGY

Hot water PARKER WATER & SANITATION DIST

Snow removal

Roof

Indoor swimming pool

Outdoor swimming pool

Hot tub

Tennis court(s) PICKLE BALL COURT

Club house AND COFFEE HOUSE

Perimeter fencing YES FOR COMMON ARES

Cable/satellite TV AVAILABLE

Gas service BLACK HILLS

Electric service IREA

Road maintenance

Common area utilities IN HOA FEE

Exterior maintenance

Other Fitness center, recycling

Explain any "Yes" answers to the above questions: MONTHLY HOA FEE IS APPROX. $138.75 PLUS $30 FOR THE METRO DISTRICT. FEE TO BE PAID TOGETHER TO THE HOA FOR A TOTAL OF APPROX. $168.75

Association Name: THE CANYONS MASTER OWNER ASSOC.

Association Address: 8390 E. CRESCENT PRKWY., STE. 300, GREENWOOD VILLAGE, CO 80111

Association Phone: 303-779-5710 Association President:

Association e-mail address:

Association website: WWW.MYCANYONSLIVING.COM

COMMON INTEREST COMMUNITY CHECKLIST FOR BROKERAGE FIRM

Association Management Company: CLIFTON LARSEN ALLEN Management Company Address: 8390 E. CRESCENT PRKWY., STE. 300, GREENWOOD VILLAGE, CO

80111

Management Company Phone: 303-779-5710 Fax: Management Company e-mail address: Management Company Website:

Is there a Sub-Association? If so, the above information for the Sub-Association:

CICC-05-04 COMMON INTEREST COMMUNITY CHECKLIST FOR BROKERAGE FIRM

CTM eContracts - ©2022 MRI Software LLC - All Rights Reserved

RADON GAS DISCLOSURE TO BUYER

As required by law, Seller makes the following disclosure:

“Radon Gas is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who are exposed to it over time. Levels of radon that exceed federal and state guidelines have been found in buildings in every state. Additional information regarding radon and radon testing may be obtained from your county public health unit.”

THE COLORADO DEPARTMENTOFPUBLIC HEALTH AND ENVIRONMENT STRONGLYRECOMMENDSTHATALLHOMEBUYERSHAVEANINDOORRADON TEST PERFORMED BEFORE PURCHASING RESIDENTIAL REAL PROPERTY AND RECOMMENDSHAVINGTHERADONLEVELSMITIGATEDIFELEVATEDRADON CONCENTRATIONS ARE FOUND. ELEVATED RADON CONCENTRATIONS CAN BE REDUCED BY A RADON MITIGATION PROFESSIONAL. RESIDENTIAL REAL PROPERTY MAY PRESENT EXPOSURE TO DANGEROUS LEVELS OF INDOOR RADON GAS THAT MAY PLACE THE OCCUPANTS AT RISK OF DEVELOPING RADON-INDUCED LUNG CANCER. RADON, A CLASS A HUMAN CARCINOGEN, IS THE LEADING CAUSE OF LUNG CANCER IN NONSMOKERS AND THE SECOND LEADING CAUSE OF LUNG CANCER OVERALL. THE SELLER OF RESIDENTIAL REAL PROPERTY IS REQUIRED TO PROVIDE THE BUYER WITH ANY KNOWN INFORMATION ON RADON TEST RESULTS OF THE RESIDENTIAL REAL PROPERTY.

A) Seller Disclosure to Buyer:

1) RadonTest(s) have havenot been conductedonthe Property. Thelast knownRadon Test was conducted on ________________________________________. (date).

2) Seller, concurrent with this Disclosure, has supplied the most current records and reports pertaining to radon concentrations within the Property, if any.

3) Seller describes any radon concentrations detected or mitigation or remediation performed as follows:

4) Seller providesthefollowing informationregardingany radonmitigation system, including a system description and documentation, if a radon mitigation system has been installed in the Property:

5) An electronic copy of the most recent brochure published by the Department of Public Health and Environment in accordance with C.R.S. §25-11-114(2)(a) that provides advice about radon in real estate transactions is available at: https://cdphe.colorado.gov/radonand-real-estate. Buyer acknowledges receipt of an electronic copy of a brochure from the Colorado Department of Public Health and Environment (CDPHE) entitled “Radon and

Real Estate Transactions in Colorado” and is hereby advised that additional information about Radon can be found on CDPHE’s website at: https://cdphe.colorado.gov.

B) BuyerAcknowledgement:

1) Buyer acknowledges receipt of the information described above.

2) Buyer acknowledges the opportunity to download and review the brochure published by the Department of Public Health and Environment referenced above.

By signing below, I certify that the statements I have made are accurate to the best of my knowledge.

THIS RADON GAS DISCLOSURE HAS NOT BEEN APPROVED BY THE COLORADO REAL ESTATE COMMISSION. THIS DISCLOSURE WAS PREPARED BY SHORTRIDGE & MENDEZ, P.C. FOR USE BY RE/MAX ALLIANCE

1

RE/MAX Alliance

30480 Stagecoach Blvd. Evergreen, CO 80439

Louis H. Moore, Elizabeth C. Moore, Debra K. Moore Broker Moore at RE/MAX Alliance contracts@moorefamily.properties

Ph: 303-591-2075 Fax: 303-395-2233

The printed portions of this form, except differentiated additions, have been approved by the Colorado Real Estate Commission (SWA35-8-10) (Mandatory 1-11)

3 THIS FORM HAS IMPORTANT LEGAL CONSEQUENCES AND THE PARTIES SHOULD CONSULT

4 LEGAL AND TAX OR OTHER COUNSEL BEFORE SIGNING.

SOURCE OF WATER ADDENDUM TO CONTRACT TO BUY AND SELL REAL ESTATE

Date: 8/4/2023

10 1. ADDENDUM TO CONTRACT TO BUY AND SELL REAL ESTATE. This Source of Water

11 Addendum (Addendum) is made a part of that Contract to Buy and Sell Real Estate between Seller 12 and Buyer dated (Contract), for the purchase and sale of the Property known as No.

13 1663 Stable View Drive, Castle Pines, CO 80108 14

15 2. SOURCE OF POTABLE WATER. Seller discloses the following information for the source of 16 potable water for the Property: 17

18 [Select and complete 1, 2 or 3 as applicable.] 19

20

2.1 The Property's source of water is a Well. Well Permit #: 21 If a well is the source of water for the Property, a copy of the current Well Permit

Is Is Not attached.

2.2 The Water Provider for the Property can be contacted at:

Name:Parker Water & Sanitation District

Address:18100 E Woodman Drive Parker, CO 80134

Web Site:www.pwsd.org

Phone No.:303-841-4627

2.3 There is neither a Well nor a Water Provider for the Property. The source of water

for the Property is [describe source]:

33 NOTE TO BUYER: SOME WATER PROVIDERS RELY, TO VARYING DEGREES ON

NONRENEWABLE GROUND WATER. YOU MAY WISH TO CONTACT YOUR PROVIDER (OR

INVESTIGATE THE DESCRIBED SOURCE) TO DETERMINE THE LONG-TERM SUFFICIENCY OF

THE PROVIDER'S WATER SUPPLIES.

Date: 8/6/2023

Seller: Rodney W Morehead

Date: 8/6/2023

SWA35-8-10. SOURCE OF WATERADDENDUM TO CONTRACT TO BUYAND SELL REAL ESTATE

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SWA35-8-10. SOURCE OF WATER ADDENDUM TO CONTRACT TO BUY AND SELL REAL ESTATE. CTM eContracts - ©2022 MRI Software LLC - All Rights Reserved

SWA35-8-10. SOURCE OF WATERADDENDUM TO CONTRACT TO BUYAND SELL REAL ESTATE Page

RE/MAX Alliance

30480 Stagecoach Blvd. Evergreen, CO 80439

Louis H. Moore, Elizabeth C. Moore, Debra K. Moore Broker Moore at RE/MAX

Alliance contracts@moorefamily.properties

Ph: 303-591-2075 Fax: 303-395-2233

The printed portions of this form, except differentiated additions, have been approved by the Colorado Real Estate Commission. (SPD19-6-22) (Mandatory 1-23)

SELLER'S PROPERTY DISCLOSURE (RESIDENTIAL)

THIS SELLER'S PROPERTY DISCLOSURE SHOULD BE COMPLETED BY SELLER, NOT BY BROKER.

Seller states that the information contained in this Seller's Property Disclosure ("SPD") is correct to Seller's CURRENT ACTUAL KNOWLEDGE as of this Date. Any changes must be disclosed by Seller to Buyer promptly after discovery. Seller's failure to disclose a known adverse material fact affecting the Property or occupant may result in legal liability. If the sales contract requires Seller to complete this SPD, this form must be fully completed to Seller's current actual knowledge, as of the date of the Contract. If Seller has knowledge of an adverse material fact affecting the Property or occupants, it must be disclosed whether there is a specific item on this SPD or not. If the Property is part of a Common Interest Community, this SPD is limited to the Property or unit itself, except as stated in Section O. Broker may deliver a copy of this SPD to prospective buyers.

SELLER: Your answers are NOT limited to only the space provided in this SPD. Attach additional pages, reports, receipts, or any other documents you believe necessary for the information you provide to be complete.

Note: Buyer and Seller should review the Advisory at the end of this SPD.

Date: 8/4/2023

Property: 1663 Stable View Drive, Castle Pines, CO 80108

Seller: Rodney W Morehead and Karen M Morehead

Year Built: 2021

Year Seller Acquired Property: 2021

Note: The Contract to Buy and Sell Real Estate, not this SPD, determines whether an item is included or excluded in the sale. If there is an inconsistency between this SPD and the Contract, the Contract controls.

I. IMPROVEMENTS

A. BUILDING CONDITIONS (all aspects of the Property to include decks and patios)

If you know of any of the following problems EVER EXISTING, check the "Yes" column: Yes

1 Structural

2 Moisture and/or water

3 Damage due to termites, other insects, birds, animals, or rodents

4 Damage due to hail, wind, fire, flood, or other casualty

5 Cracks, heaving or settling

6 Exterior wall or window

7 Exterior Artificial Stucco (EIFS)

Living room window cracked and repaired 2023

B. ROOF If you know of any of the following problems EVER EXISTING, check the "Yes" column:

C. APPLIANCES (if included in the sale)

If you know of any problems NOW EXISTING with the following, check the "Yes" column:

If you know of any problems NOW EXISTING with the following, check the

If you know of any problems NOW EXISTING with the following, check the "Yes" column: Yes

If you know of any problems NOW EXISTING with the following, check the "Yes" column: Yes

If you know of any problems EVER EXISTING with the following, check the "Yes" column:

water pressure)

H. SOURCE OF WATER & WATER SUPPLY

Do you know of the following on the Property:

1 Type of water supply: Public Community Well Shared Well Other None

If the Property is served by a Well, a copy of the Well Permit Is Is Not attached. Well Permit #: Drilling Records Are Are Not attached. Shared Well Agreement Yes No.

The Water Provider for the Property can be contacted at:

Name: Parker Water Address: Web Site: Phone No.:

There is neither a Well nor a Water Provider for the Property. The source of potable water for the Property is [describe source]:

SOME WATER PROVIDERS RELY, TO VARYING DEGREES, ON NONRENEWABLE GROUND WATER. YOU MAY WISH TO CONTACT YOUR PROVIDER (OR INVESTIGATE THE DESCRIBED SOURCE) TO DETERMINE THE LONG-TERM SUFFICIENCY OF THE PROVIDER'S WATER SUPPLIES.

SPD19-6-22. SELLER'S PROPERTY DISCLOSURE (RESIDENTIAL) Page 5 of 10

3:42:35 PM

If you know of any problems EVER EXISTING with the following, check the "Yes" column:

If the Property is served by an on-site septic system, provide buyer with a copy of the permit.

If you know of any problems EVER EXISTING with the following on the Property, check the "Yes" column: Yes

If you know of any problems NOW EXISTING with the following, check the "Yes" column: Yes

II. GENERAL

If you know of any of the following EVER EXISTING, check the "Yes" column: Yes

1 Zoning violation, variance, conditional use, violation of an enforceable PUD, or non-conforming use

2 Notice or threat of condemnation proceedings

3 Notice of any adverse conditions from any governmental or quasigovernmental agency that have not been resolved

4 Notice of zoning action related to the Property

5 Building code, city, or county violations

6 Violation of restrictive covenants or owners' association rules or regulations

7 Any building or improvements constructed within the past one year before this Date without approval by the owner's associations or the designated approving body 8 Any additions or alterations made with a Building Permit 9 Any additions or non-aesthetic alterations made without a Building Permit

M. ACCESS & PARKING If you know of any of the following EVER EXISTING check, the "Yes" column: Yes Comments

1 Any access problems, issues or concerns

2 Roads, trails, paths, or driveways through the Property used by others

3 Public highway or county road bordering the Property

4 Any proposed or existing transportation project that affects or is expected to affect the Property

boundary disputes or unrecorded easements

N. ENVIRONMENTAL CONDITIONS

If you know of any of the following EVER EXISTING on any part of the Property, check the "Yes" column: Yes Comments

1 Hazardous materials on the Property, such as radioactive, toxic, or biohazardous materials, asbestos, pesticides, herbicides, wastewater sludge, radon, methane, mill tailings, solvents, or petroleum products

2 Underground storage tanks

3 Aboveground storage tanks

4 Underground transmission lines

5 Property used as, situated on, or adjoining a dump, landfill or municipal solid waste landfill

6 Monitoring wells or test equipment

7 Sliding, settling, upheaval, movement or instability of earth, or expansive soils on the Property SPD19-6-22. SELLER'S PROPERTY DISCLOSURE (RESIDENTIAL) Page 7 of 10

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shafts, tunnels, or abandoned wells on the Property 9

O. COMMON INTEREST COMMUNITYASSOCIATION PROPERTY

If you know of any of the following NOW EXISTING, check the "Yes" column: Yes Comments

1 Property is part of an owners' association

2 Special assessments or increases in regular assessments approved by owners' association but not yet implemented

3 Problems or defects in the Common Elements or Limited Common Elements of the Association Property COMMON INTEREST COMMUNITY - ASSOCIATION PROPERTY

If you know of any of the following EVER EXISTED, check the "Yes" column:

4 Has the Association made demand or commenced a lawsuit against a builder or contractor alleging defective construction of improvements of the Association Property (common area or property owned or controlled by the Association but outside the Seller's Property or unit)

7

INTEREST COMMUNITY - ASSOCIATION PROPERTY -

of the Owner's Associations governing the Property:

#1: Metro District #7

8 Owner's Association #2: Canyons Metropolitan District

9 Owner's Association #3:

10 Owner's Association #4:

P. GENERAL DISCLOSURES

If you know of any of the following EVER EXISTING, check the "Yes" column: Yes

1 Written reports of any building, site, roofing, soils, water, sewer, or engineering investigations or studies of the Property

2 Any property insurance claim submitted (whether paid or not)

3 Structural, architectural, and engineering plans and/or specifications for any existing improvements

4 Property was previously used as a methamphetamine laboratory and not remediated to state standards

5 Government special improvements approved, but not yet installed, that may become a lien against the Property

Comments

6 Pending: (1) litigation or (2) other dispute resolution proceeding regarding the Property SPD19-6-22. SELLER'S PROPERTY DISCLOSURE (RESIDENTIAL) Page 8 of 10 8/7/2023 3:42:35 PM

Seller and Buyer understand that the real estate brokers do not warrant or guarantee the above information on the Property. Property inspection services may be purchased and are advisable. This SPD is not intended as a substitute for an inspection of the Property.

ADVISORY TO SELLER:

Seller acknowledges that Broker will disclose to any prospective buyer all adverse material facts actually known by Broker, including but not limited to adverse material facts pertaining to the physical condition of the Property, any material defects in the Property, and any environmental hazards affecting the Property. These types of disclosures may include such matters as structural defects, soil conditions, violations of health, zoning or building laws, and nonconforming uses and zoning variances.

In the event Seller discovers a new adverse material fact after completing this SPD, Seller must disclose any such new adverse material fact to Buyer.

The information contained in this SPD has been furnished by Seller, who certifies it was answered truthfully, based on Seller's CURRENT ACTUAL KNOWLEDGE.

Seller: Rodney W Morehead

Date: 8/6/2023

Date: 8/6/2023

Seller: Karen M Morehead

ADVISORY TO BUYER:

1. Even though Seller has answered the above questions to Seller's current actual knowledge, Buyer should thoroughly inspect the Property and obtain expert assistance to accurately and fully evaluate the Property to confirm the status of the following matters are satisfactory to Buyer:

a. the physical condition of the Property;

b. the presence of mold or other biological hazards;

c. the presence of rodents, insects and vermin including termites;

d. the legal use of the Property, including zoning and legal access to the Property;

e. the availability and source of water, sewer, and utilities;

f. the environmental and geological condition of the Property;

g. the presence of noxious weeds; and

h. any other matters that may affect Buyer's use and ownership of the Property that are important to Buyer as Buyer decides whether to purchase the Property.

2. Seller states that the information is correct to “Seller's current actual knowledge” as of the date of this form. The term “current actual knowledge” is intended to limit Seller's disclosure only to facts actually known by the Seller and does not include “constructive knowledge” or “common knowledge” or what Seller “should have known” about the Property. The Seller has no duty to investigate or inspect the Property or inclusions when this SPD is filled in and signed.

3. Valuable information may be obtained from various local/state/federal agencies, and other experts may assist Buyer by performing more specific SPD19-6-22. SELLER'S PROPERTY DISCLOSURE (RESIDENTIAL) Page 9 of 10

8/7/2023 3:42:35 PM

evaluations and inspections of the Property.

4. Boundaries, location and ownership of fences, driveways, hedges, and similar features of the Property may become the subjects of a dispute between a property owner and a neighbor. A survey may be used to determine the likelihood of such problems.

5. Whether any item is included or excluded is determined by the Contract between Buyer and Seller and not this SPD.

6. Seller does not warrant that the Property or inclusions are fit for Buyer's intended purposes or use of the Property. Disclosure of the condition of an item is not to be construed as a warranty of its continued operability or as a representation or warranty that such item is fit for Buyer's intended purposes.

7. Buyer receipts for a copy of this SPD.

Buyer: _______________________________________________________ Date: _______________

Buyer: _______________________________________________________ Date: _______________

SPD19-6-22. SELLER'S PROPERTY DISCLOSURE (RESIDENTIAL)

CTM eContracts - ©2022 MRI Software LLC - All Rights Reserved

SPD19-6-22. SELLER'S PROPERTY DISCLOSURE (RESIDENTIAL) Page 10 of 10

RE/MAX Alliance

30480 Stagecoach Blvd. Evergreen, CO 80439

Louis H. Moore, Elizabeth C. Moore, Debra K. Moore Broker Moore at RE/MAX Alliance contracts@moorefamily.properties

Ph: 303-591-2075 Fax: 303-395-2233

The printed portions of this form, except differentiated additions, have been approved by the Colorado Real Estate Commission. (SF94-5-18) (Mandatory 1-19)

SQUARE FOOTAGE DISCLOSURE

(Residential)

This disclosure is made to Buyer and Seller pursuant to the requirements of the Colorado Real Estate Commission and applies to improved residential real estate. Check applicable boxes below.

Property Address: 1663 Stable View Drive, Castle Pines, CO 80108

1. Licensee Measurement

Listing Licensee Has Has Not measured the square footage of the residence according to the following standard, methodology or manner:

2. Other Source of Measurement :

Listing Licensee Is Is Not providing information on square footage of the residence from another source(s) as indicated below:

Measurement may not be exact and is for the purpose of marketing ONLY. Measurement is not for loan, valuation or other purposes. If exact square footage is a concern, the property should be independently measured.

Buyer and Seller are advised to verify this information. Any independent measurement or investigation should be completed by Buyer on or before any applicable deadline in the contract.

Broker:

Louis H. Moore, Elizabeth C. Moore, Debra K. Moore

The undersigned acknowledge receipt of this disclosure.

Date: 8/1/2023

Date: 8/6/2023

Seller: Rodney W Morehead

SF94-5-18. SQUARE FOOTAGE DISCLOSURE Page 1 of 2

Seller: Karen M Morehead

A new way to live in Castle Pines.

THE CANYONS AT A GLANCE

• 1,270 acres, located east of I-25 in the City of Castle Pines, between the Castle Pines Parkway and Happy Canyon Road interchanges.

• 2,000 single- and multi-family homes by a variety of builders.

• Single-family home options will include ranch, two-story and patio plans; multi-family home options will potentially include duplexes, triplexes, cluster homes and townhomes.

• Community architecture will represent authentic regional building styles, including Modern Colorado, Modern Prairie, Colorado Ranch and Chalet interpretations.

• Located within the well-recognized Douglas County School District, children in The Canyons will attend Timber Trail Elementary School, Rocky Heights Middle School, Rock Canyon High School, as well as nearby private and charter schools.

• 12 acres within Shea Homes’ portion of The Canyons will be dedicated to future public schools.

• An initial monthly homeowner assessment is anticipated to be approximately $168.75/ month per household as of March, 2020. This is a combination of a $138.75 HOA fee and a $30 Metro District fee. The HOA fee covers the ownership, operations and maintenance of The Canyons and Canyon Village amenities, as well as residential trash and recycle services and community engagement. The Metro District fee covers the maintenance of all district amenities including parks, trails, arterial landscaping, fencing and open space areas.

• Property tax is estimated to be about 1.19% of the sales price of the purchased home, which is in addition to the HOA and Metro District Assessments.

• Water/Sewer supplied by the Parker Water and Sanitation District.

• Natural Gas services provided by Black Hills Energy.

• Electric service is provided by Intermountain Rural Electric Association (IREA). The city of Castle Pines is known for its natural beauty, and offers more than 500 acres of open space and over 70 acres of active parks, and provides easy access to downtown Denver and Denver International Airport.

PLANNED COMMUNITY AMENITIES

• We envision the future Canyon House to be equal parts gathering space and wellness place. With community rooms and outdoor decks for small events, movement and fitness studios for a little self care. And a pool for relaxing days in the sun. In other words, the perfect place to spend time on your terms.

• From chef-inspired, seasonal menu items to creative cocktails, craft beers and wine, our food and beverage offerings take drinking and dining local to the next level.

• Resort-style pool

• Pickleball courts with shelter

• Outdoor seating and manicured lawn areas for smaller community gatherings, classes or events

• Playground areas

• Outdoor fire pit

• The Green is The Canyons’ central community park, where families will meet for events and concerts.

• The Exchange Coffee House & Information Center is the first amenity to open at The Canyons. A gathering space where visitors and residents can meet for coffee and conversation, it’s also where prospective homebuyers will start their tour of The Canyons, ask questions, and get information on home collections and the community.

PLANNED NATURAL AMENITIES

• Almost 1/3 of the community is dedicated to parks and open space, with a variety of large grassy areas, playgrounds, community gardens, shade structures, picnic areas and more.

• A network of approximately 15 miles of hard and soft-surface trails will meander throughout the community, accompanied by a variety of trail heads for hikers, bikers and walkers.

• We are committed to respect the land that was here before us, and re-establish what may have been lost during construction. So our landscaping includes the utilization and re-seeding of natural plants and grasses that will grow and transform over time. It will take a little time for this refined and carefully considered landscaping to mature, but it will be well worth the wait.

is not an offer for real estate for sale, nor solicitation of an offer to buy to residents of any state or province in which registration and other legal requirements have not been fulfilled. Features and plans subject to change without notice. Views not guaranteed and may change over time. School enrollment and boundaries subject to change. Illustrations are artist’s conceptual depictions and subject to change without notice. Shea Homes Limited Partnership and/or Shea Canyons, LLC. make no promises or representation concerning future development. All rights reserved. Trademarks are property of their respective owners. Equal Housing Opportunity. ©Shea Homes Limited Partnership, and/or Shea Canyons, LLC. 5/2022.

Canyons Filing No. 2 Castle Pines, Colorado

Scope of Investigation

RMG - Rocky Mountain Group drilled a test boring at the above-referenced address as part of a total of 86 borings performed for the design and construction of residential single family structures at the Canyons Filing No. 2 Area A development. Based on information provided, the test boring was drilled near the approximate center of the lot, as surveyed and marked by others. Our findings, conclusions and recommendations are provided in this report.

This report presents geotechnical engineering recommendations for design and construction of residential foundations. The following is excluded from the scope of this report including but not limited to geologic, natural and environmental hazards such as landslides, unstable slopes, seismicity, snow avalanches, water flooding, corrosive soils, erosion, radon, wild fire protection, hazardous waste and natural resources.

Previous Investigations

Reports of previous geotechnical engineering/geologic investigations for this site were available for our review and are listed below:

1. Preliminary Subsurface Soil Investigation, KB The Canyons, Area A, Castle Pines, Colorado, Rocky Mountain Group – RMG, Job No. 158823, July 31, 2017.

Site Description and Proposed Construction

The site of the development was vacant at the time of our subsurface exploration. The existing vegetation consists of native grasses and weeds and scrub oak. It is our understanding that a single family residential structure with an attached garage is planned at this lot for the proposed construction. It has been assumed that the residential structure will be one to two stories in height with basement and is to consist of light, wood framed construction. The site currently is undeveloped and has not had overlot grading to bring the final design grades. It has been assumed that excavation for the basement will not exceed 8.5 feet below proposed final grades. If the proposed construction differs from the information provided or the assumptions made, RMG should be contacted immediately to review the differences and how they may impact construction and design of the proposed construction.

Subsurface Materials

The subsurface materials encountered during the explorations were generally classified using the Unified Soils Classification System (USCS) and are exhibited on the Test Boring Log. The classifications shown on the log are based upon the engineer's classification of samples. Lines shown on the log represent the approximate boundary between subsurface materials, and the actual transition may be gradual and vary across the site. An Explanation of the Test Boring Log, the Test Boring Log, Summary of Laboratory Test Results, Soil Classification Data, and Swell/Consolidation Test Results are presented in the attached figures.

Canyons Filing No. 2 Castle Pines, Colorado

Groundwater Considerations

Groundwater levels were checked at time of drilling of the test boring and (if necessary) at a date subsequent. Groundwater depths based on existing grades at the time the RMG test boring was performed are presented in Table 1 below:

Fluctuations in groundwater and subsurface moisture conditions may occur due to variations in rainfall and other factors not readily apparent at this time. Development of the property and adjacent properties may also affect groundwater levels. Groundwater may be encountered on lots, even when not encountered in the subsurface exploration. It is the responsibility of the contractor to develop a groundwater mitigation plan in the event groundwater is encountered during construction.

Summary of Findings

The results of this investigation indicate that the site is suitable for the proposed construction, provided the recommendations presented herein are implemented and appropriate construction practices are followed. Significant site grading is anticipated at this site, prior to construction of the proposed duplex. The cut or fill depths estimated by RMG based on the cut/fill map provided by KB for the proposed area, are presented in Table 2 below:

It is assumed the basement foundations will bear approximately 8.5 feet below final grade. The proposed basement elevations, relative to existing grade, are presented in Table 3 below:

Based on the boring information and laboratory testing within the building footprint and surrounding lots, we recommend the overexcavation depth presented in Table 4 below:

Table 1: Depth to Groundwater at RMG Test Boring Location from Existing Grade

Table 2: Estimated Cut/Fill Depth at Boring Location

Table 3: Estimated Foundation Bearing Depth from Existing Grade

Table 4: Overexcavation Depth below Basement Elevation

Overexcavation may be terminated where sandstone bedrock is encountered, provided RMG is on-site to verify a minimum of 5 feet of separation from expansive materials. The minimum separation can be verified using test pitting in the field.

Overexcavation will require removal of the existing expansive materials and replacement with MoistureConditioned Structural Fill. The zone of overexcavation and replacement should extend that same distance beyond the building perimeter, including beyond the perimeter of counterforts and "T" wall footings. The structural fill should be observed and tested during placement as indicated under the Moisture-Conditioned Structural Fill section of this report, to ensure proper compaction. Lots that require the use of overexcavation may require addition testing after fill is placed to ensure reduction in expansive potential.

If overexcavation is not required then the bearing surface should be evaluated at the time of excavation by RMG to ensure that expansive material has been removed within the building footprint. Native soils and bedrock should be scarified, moisture conditioned, and recompacted to a depth of at least 12 inches to provide a uniform bearing material.

Foundation Recommendations

A spread footing foundation supported on moisture-conditioned compacted structural fill is suitable for the proposed residential structure. A maximum allowable bearing pressure of 2,500 psf with a minimum dead load requirement of 800 psf may be used for design. A 4-inch void material should be installed in areas where the minimum dead load cannot be attained. The foundation design should be prepared by a qualified Colorado Registered Professional Engineer using the recommendations presented in this report. This foundation system should be designed to span a minimum of 10 feet under the design loads. The bottoms of exterior foundations should be at least 36 inches below finished grade for frost protection.

Open Excavation Observation

During construction, foundation excavations should be observed by RMG prior to placing structural fill, forms, or concrete to verify the foundation bearing conditions for each structure. Based on the conditions observed in the foundation excavation, the recommendations made at the time of construction may vary from those contained herein. In the case of differences, the Open Excavation Observation report shall be considered to be the governing document. The recommendations presented herein are intended only as preliminary guidelines to be used for interpreting the subsurface soil conditions exposed in the excavation and determining the final recommendations for foundation construction.

It is recommended that excavation equipment remain on-site until the open excavation observation has been completed. If unsuitable conditions are identified during the open excavation observation, i.e. pockets of loose/soft soils, high groundwater, potentially expansive or collapsible soils, etc., additional earthwork recommendations and/or testing and potentially alternative foundation recommendations may be required at an additional cost.

Interior Floor Slabs

Slab performance risk evaluation is an engineering judgement which is used as a predictor of the general magnitude of potential slab heave, and the risk of poor slab performance. The Colorado Association of Geotechnical Engineers (CAGE) recommends structural floors where the slab performance risk is judged to be high or very high. The Slab Performance Risk for slabs bearing atop undisturbed on-site soils and bedrock is based on the criteria in the following table.

Note: Based on Colorado Association of Geotechnical Engineers, Guidelines for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area, 1996).

This risk is anticipated to be reduced by the recommended overexcavation and replacement measures specified herein. However, the owner must understand that the Slab Performance Risk for slabs bearing atop structural fill after the recommended overexcavation and replacement is still anticipated to be Low to Moderate. Vertical slab movement on the order of three inches is considered possible for floor slabs established on bedrock and granular, non-expansive structural fill and vertical slab movement on the order of four inches is considered possible for slabs established on moisture-conditioned structural fill. In some cases, vertical movement may exceed these ranges. If movement and associated damage to floors and finishes cannot be tolerated, a structural floor system should be used.

Floor slabs should be supported by the same material as the foundation bearing components. Fill materials placed below floor slabs should be consistent, type and compaction, as material below foundation components (or alternate approved by RMG). Floor slabs should be separated from structural components to allow for vertical movement. Control and construction joints should be placed in accordance with the latest guidelines and standards published by the American Concrete Institute (ACI) and applicable local Building Code requirements. Slabs should also be separated from any utility components by isolation joints. Mechanical equipment supported on slabs should be provided with expandable/collapsible sections in order to allow movement of the slab without damage to the equipment or structure.

Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included in this report.

Interior Partitions

Interior non-bearing partitions and attached furnishings (e.g., cabinets, shower stalls, etc.) on concrete slabs should be constructed with a void so that they do not transmit floor slab movement to the roof or overlying floor. A void of at least 1-1/2 inches is recommended beneath non-bearing partitions. Doors should be provided with at least a 1 inch gap at floor level. Voids and gaps may require reconstruction over the life of the structure to re-establish the void due to vertical slab movement.

5: Slab Performance Risk

Canyons Filing No. 2

Castle Pines, Colorado

Interior non-bearing partitions walls and other attached finishes do not require isolation from the structural floor system.

Lateral Earth Pressures

Foundation walls should be designed to resist lateral earth pressures. For moisture-conditioned, lowexpansive, on-site backfill materials, we recommend an equivalent fluid pressure of 60 pcf for “Active” conditions and 80 pcf for “At-Rest” conditions be used for design. Claystone bedrock is not suitable for use as backfill material at this site.

The above lateral earth pressure applies to level, drained backfill conditions. Equivalent Fluid Pressures for sloping/undrained conditions should be determined on an individual basis.

Excavations

Excavations for the project are expected to encounter primarily native soils and bedrock. The native soils will generally be excavatable with heavy-duty earth moving equipment. The excavated on-site soils may be reused as structural fill, provided the recommendations set forth herein are implemented. The excavation rate will be very slow within the bedrock and the use of more aggressive excavation techniques, such as single-shank rippers, hoe-rams, rock breaking equipment, and potentially blasting, may be needed to achieve proposed grades. The contractor for this project should anticipate increase wear and tear on equipment when excavated bedrock. The excavation activities may generate oversize material (particles larger than 4 inches) that will not be suitable for use as backfill.

The contractor should provide safely sloped excavations or an appropriately designed and constructed braced-shoring system, in compliance with Occupational Safety and Health Administration (OSHA, 2005) guidelines, for employees working in an excavation that may expose employees to the danger of moving ground. Appropriate slope inclinations should be evaluated in the field by an OSHA-qualified “Competent Person” based on the conditions encountered.

Site Grading

The following sections present recommendations for earthwork during construction including site preparation, structural fill, and exterior backfill.

Site Preparation

Prior to site grading and construction, the ground surface in proposed structure and improvement areas should be stripped of existing vegetation, debris, topsoil, undocumented fill, soft, loose, or disturbed native soils and other deleterious material. This includes areas below foundation and floor slabs. The existing soil stockpile is considered unsuitable material and will require removal within construction area. Care should be taken to reduce drying of the subgrade soil below the foundation during construction. Site preparation procedures should be performed such that the potential for standing and ponding of water around the site is reduced. During wet weather earthen berms, swales, or other means should be used to direct water away from excavations. Water that accumulates in excavations should be pumped out or otherwise removed and these areas should be allowed to return to their “natural” moisture condition before resuming construction.

Moisture-Conditioned Structural Fill

Areas to receive moisture-conditioned structural fill should have topsoil removed and the upper 6 inches of the exposed surface soils scarified and moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test (ASTM D-698) prior to placing structural fill.

Moisture-conditioned structural fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment.

Moisture-conditioned structural fill shall consist of moisture-conditioned, on-site native clayey soils and should generally be free of topsoil, organics, debris, particles greater than 4 inches in diameter, and other deleterious materials. Claystone bedrock is not suitable for use at this site without further processing and approval by RMG.

Moisture-conditioned structural fill materials shall be moisture-conditioned to a minimum of 1 percent to 4 percent above optimum moisture content (as determined by the Standard Proctor test, ASTM D-698).

The moisture-conditioned materials should be placed in maximum 8" compacted lifts. These materials should be compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test (ASTM D-698). Material not meeting the above requirements shall be reprocessed.

Materials used for moisture-conditioned structural fill should be approved by RMG prior to use. Moisture-conditioned structural fill should not be placed on frozen subgrade or allowed to freeze during moisture conditioning and placement.

Earthwork operations should be observed and compaction of structural fill materials should be tested by the project’s geotechnical consultant. It is the responsibility of the builder or contractor to schedule with this office to conduct compaction tests, retrieve or accept delivery of a fill sample, or certify the fill material. Early testing is recommended to demonstrate that placement and compaction methods are achieving the required compaction for the entire depth of fill. Without a strict quality assurance program, the fill may not be of sufficient quality to achieved required performance.

Exterior Backfill

Backfill should generally be free of topsoil, organics, particles greater than 4 inches in diameter, debris, or other deleterious material. Backfill should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to 90 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698 on exterior sides of walls in landscaped areas. In areas where backfill supports pavement and concrete flatwork, the materials should be compacted to 95 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698.

Canyons Filing No. 2

Castle Pines, Colorado

Fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment.

The appropriate government/utility specifications should be used for fill placed in utility trenches. If material is imported for backfill, the material should be approved by the Geotechnical Engineer prior to hauling it to the site.

The backfill should not be placed on frozen subgrade or allowed to freeze during moisture conditioning and placement. Backfill should be compacted by mechanical means, and foundation walls should be braced during backfilling and compaction.

Surface Grading and Drainage

Drainage is an important key to the successful performance of shallow foundations. The ground surface should be sloped away from structures with a minimum gradient of 10 percent for the first 10 feet. This is equivalent to 12 inches of fall across this 10-foot zone. If a 10-foot zone is not possible on the upslope side of the structure, then a well-defined swale should be created a minimum 5 feet from the foundation and sloped parallel with the wall with a minimum slope of 2 percent to intercept the surface water and transport it around and away from the structure. Roof drains should extend across backfill zones and landscaped areas to a region that is graded to direct flow away from the structure. It is imperative that homeowners maintain the surface grading and drainage recommended in this report to help prevent water from being directed toward and/or ponding near the foundations. Failure to maintain positive surface drainage away from the structure may result in localized differential vertical movement of foundations and slabs.

Landscaping should be selected to reduce irrigation requirements. Plants used close to foundation walls should be limited to those with low moisture requirements; and irrigated grass should not be located within 5 feet of the foundation. To help control weed growth, geotextiles should be used below landscaped areas adjacent to foundations. Impervious plastic membranes are not recommended.

Irrigation devices should not be placed within 5 feet of the foundation. Irrigation should be limited to the amount sufficient to maintain vegetation. Application of more water will increase the likelihood of slab and foundation movements.

The recommendations listed in this report are intended to address normal surface drainage conditions, assuming the presence of groundcover (established vegetation, paved surfaces, and/or structures) throughout the regions upslope from this structure. However, groundcover may not be present due to a variety of factors (ongoing construction/development, wildfires, etc.). During periods when groundcover is not present in the "upslope" regions, higher than normal surface drainage conditions may occur, resulting in perched water tables, excess runoff, flash floods, etc. In these cases, the surface drainage recommendations presented herein (even if properly maintained) may not mitigate all groundwater problems or moisture intrusion into the structure. We recommend that the site plan be prepared with consideration of increased runoff during periods when groundcover is not present on the upslope areas.

Perimeter Drain

A subsurface perimeter drain is recommended around portions of the structure which will have habitable or storage space located below the finished ground surface. This includes crawlspace areas but not the walkout trench, if applicable. A typical drain detail attached with this report.

A subsurface perimeter drain is designed to intercept some types of subsurface moisture and not others Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation performance or moisture intrusion into the basement area.

Concrete

Based on sulfate testing within the area, Type I/II cement is recommended for concrete in contact with the subsurface materials. Calcium chloride should be used with caution for soils with high sulfate contents. The concrete should not be placed on frozen ground. If placed during periods of cold temperatures, the concrete should be kept from freezing. This may require covering the concrete with insulated blankets and heating. Concrete work should be completed in accordance with the latest applicable guidelines and standards published by ACI.

Foundation Configuration Remarks

The configuration of the foundation system is critical to its performance. The position of foundation windows, jogs, steps and the relative elevation of adjacent and opposite walls can affect foundation performance. The nature of residential foundation construction does not allow for control of these conditions by the Foundation Design Engineer. Improper placement of the above can result in differential and lateral foundation movement not anticipated by the Geotechnical Engineer. The Foundation Design Engineer should be contacted regarding the foundation configuration.

General Remarks

The recommendations provided in this report are based upon the subsurface conditions encountered in the test borings, anticipated foundation loads, and accepted engineering practices and principles in the area at the time of report preparation. No warranty is made or implied in this report that this firm has an all inclusive knowledge of every portion of the subsurface materials on or under the site. There is no evaluation detailed enough to reveal every subsurface condition. The nature and extent of variations across the site may not become evident until construction commences or thereafter. The construction process itself may also alter subsurface conditions. If variations appear evident at the time of construction, our office should be notified. If additional mass site grading is performed at the site which results in elevations that vary significantly from existing grades (more than plus or minus 2 ft), our office should be informed about these changes. If needed and/or if desired, we will reexamine our analyses and make supplemental recommendations.

The recommendations are intended to reduce differential movement. However, it should be noted that geotechnical engineering recommendations are not an exact science. The recommendations presented in a geotechnical engineering report are not based only on the analytical and empirical tools but rely on engineering judgement as well. The fact that professional judgements must be used in making recommendations means that the conclusions and recommendations presented in a geotechnical

Canyons Filing No. 2

Castle Pines, Colorado

engineering report should not be considered risk-free and, more importantly, are not a guarantee that the interaction between the soils and the proposed structure will perform as planned. Furthermore, it must be recognized that the foundation will undergo some movement on all soil types. Concrete floor slabs will likely move vertically. The recommendations for isolating floor slabs from columns, walls, partitions or other structural components should be implemented to mitigate potential damage to the structure.

Subsequent owners should be provided a copy of this report. The recommendations are based on accepted local engineering practice and are intended for individuals familiar with local construction practices and standards. The owner is also encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are also applicable for prevention of settlement due to wetting of support soils.

RMG does not assure the existence of and/or the compliance with the above recommendations. This is the responsibility of the client referenced on the first page. RMG provided recommendations only and does not supervise, direct or control the implementation of the recommendations.

Senate Bill 13

This report may be partial fulfillment of Colorado Senate Bill 13 (1984), C.R.S. 6-6.5-101, The Soil and Hazard Analysis of Residential Construction, if the purchaser receives this report at least fourteen days prior to closing.

The purpose of Senate Bill 13 is to inform the purchaser of the presence of expansive soil or hazards on the site. Geologic and environmental hazards are outside the scope of services of this report. Expansive soil and bedrock may result in movement of foundation components and floor slabs. The recommendations presented in this report are intended to reduce, not eliminate, these movements.

The homeowner and builder should review and become familiar with Special Publications 43 issued by the Colorado Geologic Survey.

This report and the recommendations contained therein are only valid if all parts of Senate Bill 13 are satisfied.

If we can be of further assistance in discussing the contents of this report or analysis of the proposed project, from a geotechnical engineering point-of-view, please feel free to contact us.

INTERBEDDEDSANDSTONEANDSHALE/CLAYSTONE

UNLESSNOTEDOTHERWISE,ALLLABORATORY TESTSPRESENTEDHEREINWEREPERFORMEDBY: RMG-ROCKYMOUNTAINGROUP 2910AUSTINBLUFFSPARKWAY COLORADOSPRINGS,COLORADO

SYMBOLSANDNOTES

STANDARDPENETRATIONTEST-MADEBYDRIVINGASPLIT-BARRELSAMPLERINTO THESOILBYDROPPINGA140LB.HAMMER30",INGENERALACCORDANCEWITHASTM D-1586.NUMBERINDICATESNUMBEROFHAMMERBLOWSPERFOOT(UNLESS OTHERWISEINDICATED).

UNDISTURBEDCALIFORNIASAMPLE-MADEBYDRIVINGARING-LINEDSAMPLERINTO THESOILBYDROPPINGA140LB.HAMMER30",INGENERALACCORDANCEWITHASTM D-3550.NUMBERINDICATESNUMBEROFHAMMERBLOWSPERFOOT(UNLESS OTHERWISEINDICATED).

FIGURENo.1

DATE6/6/18