Fencing RFP - CHA 8th Street 24.01.25 Bid Packet.pdf

REQUEST FOR PROPOSALS

8th Street Housing Development - Fencing

Release Date: January 31th, 2024

Contact Person:

Reese Freeman – Steamboat Built Construction Company

Email: reese@steamboatbuilt.com

Phone: (970) 846-8406

Deadline for Submissions

February 21, 2024 2:15 pm

Submit Proposals Attention:

Liz White - Craig CHA Clerk

300 W. 4th Street lwhite@cityofcraig.org

(970) 826-2008

INTRODUCTION:

The Craig Housing Authority(CHA) located in Northwest Colorado, is seeking Request for Proposals (RFP) from qualified residential privacy fencing installers for a new housing development that is projected to be opened in July 2024. The project is located at 785 Russell Street in Craig, Colorado. This is a workforce redevelopment project for the Craig Housing Authority that will include a total of

20-townhomes when the project is completed.

Scope of Work: Interested respondents are to submit a detailed supply and installation package for fencing for townhome backyards on for-sale units that is in reference to tasks identified in Request for

Proposals (RFP) and in reference to the concept map attached. Please include a detailed timeline for the completion of the scope of work in bid submittal. As this is a material supply and installation project, the owner is open to suggestions on proposed supply and installation packages as this is an affordable housing project that is budget conscious.

AREAS: INDICATED IN THE ATTACHMENT (REFERENCE ATTACHED CONCEPT MAP)

Task #1 Fencing Materials

Provide a cost of materials for a 6’ tall white vinyl plank fence that isolates each individual backyard of the townhomes and includes one passageway gate to the parking area sidewalk. Interior units will share a common fence, so please supply a fence design that will be uniform on both sides of the units. A single gate for each home will be provided for access to the driveway sidewalk. You may suggest other material selections for aesthetic and cost purposes that fit within a similar budget and complement the home's aesthetic. Please indicate if there are any materials that are not provided in this proposal, and see the attached reference map for locations and takeoffs.

Task #1 TOTAL_______________

Task #2 Fencing Installation

Provide a description of installation practices and a cost of the installation of the proposed fence being supplied. The bold lines in RED indicate where the privacy fence will be installed for each backyard.

Interior units will share a common fence, so please supply a fence design that will be uniform on both sides of the units. A single gate with a latch for each home will be provided to access the driveway sidewalk. The installation of the posts is expected to be frost-protected and sturdy. Please indicate if there are any special accommodations that may be required for this installation. Please see the notes below and the attached area map for further information on installation details. The property lines will be surveyed and staked prior to the installation of the fence so these items can be left out of the proposal.

TASK #2 TOTAL________________

*** Note: Please be mindful that there will be electrical conduit lines running from the house to the driveways. These utilities will be consolidated as best as possible in locations where there will be as minimal interference with fence installation as possible. A map of the utility locations can be provided, and future coordination of these locations prior to installation is required.

*** Note: It should be understood that sections of fencing that intersect the building may require some level of custom manufacturing. Around the perimeter of the building exists a foundation curb that protrudes past the plane of the siding. This creates a gap between the fence post and the housing siding that needs to be filled in some way. Please see the attached Detail 1 Foundation Perimeter on the attached foundation plans and provide a recommendation on how this will be approached.

COSTS:

TASKS #1-#2 TOTAL: ___________________________

PROPOSAL TIMELINE: RFP Distribution Deadline for RFP Submission: 02/21/2024 at 2:15 pm (MST)

Deadline for Submission Questions: 02/09/2024 to be submitted to Reese Freeman and Liz White in writing to their provided email addresses Distribution of Answers to Questions: No later than 02/15/2024 Mandatory Virtual Prebid Meeting: 02/13/23 10:30 a.m. meeting at Craig CHA Hall in the CHA Council Chambers.

I. PROPOSAL FORMAT

To facilitate the review of qualifications, all proposals are required to adhere to the following requirements. The CHA strongly encourages proposers to ensure that qualification submissions are succinct and clearly organized. The response must be written and organized in the order defined below. The submission should be complete so as not to be considered nonresponsive.

A. Cover Letter. Provide a letter of introduction or cover page from an authorized representative.

B. Name, Title, and Contact Information. Include the name of the person or persons who will be authorized to make representations on behalf of the Respondent, with all contact information.

C. Company History. Provide business background/overview of products and services offered by your company.

D. Qualifications and Experience. Provide the qualifications of the Respondent and its specialized experience and technical competence that qualify it to provide the services required. Provide the names and qualifications of outside Respondents and associates that will be employed to assist on the work to be performed under your proposal.

E. References. Provide a list of names, addresses and telephone numbers of at least three (public sector preferred) clients for which the Respondent has successfully completed similar projects to that required by this RFP within the past five years.

F. Selected respondent shall comply with all municipal and state code requirements.

G. Selected respondent shall ensure that all proposed plans will meet the highest industry standards for a project of this type.

II. SUBMITTAL

➢ Selection shall be based on, not only competitive pricing, but meeting the minimum response requirements as outlined in this RFP.

➢ Proposal may be delivered electronically or in hard copy via mail, courier, or in person in a sealed envelope, clearly marked with “Fencing-8th Street Redevelopment Project”, on the outside of the envelope. Liz White - CHA Clerk

CHA of Craig

300 W. 4th Street

Craig, CO 81625 lwhite@ci.craig.co.us

➢ Questions and Inquiries: The CHA will not give verbal answers to inquiries regarding information in this RFP, or verbal instructions prior to the submission deadline. A verbal statement regarding same by any person shall be non-binding. The CHA is not liable for any increased costs resulting from the Respondent accepting verbal directions. Any explanation desired by a Respondent must be requested of the CHA representative in writing not later than February 09, 2024, and if explanation is necessary, a reply shall be made in the form of an addendum, a copy of which shall be forwarded by February 15, 2024, by email to the each Respondent.

III. SELECTION CRITERIA

Based upon the responses to the RFP, the CHA may interview any or all the Respondents and/or award the contract without conducting interviews. The successful Respondent will be required to enter into a contract with the CHA, including insurance/indemnity requirements.

Please see the Standard Insurance as set forth in Attachment A.

The selection process will focus on the following, but not limited to;

1. The proposed plan/feasibility and preliminary design.

2. Include anticipated start and end dates for project and product availability.

3. Ability to provide responsive client services.

4. Clarity of proposal, completeness and inclusion of requested information.

5. Respondent capabilities & experience.

6. Reference checks.

7. Professional nature of firm.

8. Qualifications and experience of the firm and staff assigned to provide support.

10. Demonstrate the firm’s ability to participate with staff on input and design.

11. Warranties, guarantees, or other assurance of quality, service customer satisfaction.

12. Demonstrated ability and prior experience of the firm and the personnel to be assigned to this type of project.

lwhite Highlight

13. Availability of firm for full-time design and construction services, and able to complete construction in a timely manner.

16. Experience in preparing and designing construction specifications, construction management of similar type projects, experience in working with client on cost saving In-Kind contributions.

17. Proven record of successful completion of similar projects.

All interested parties are encouraged to submit proposals as the award is not based solely on lowest cost proposal submitted. Total cost will be taken into consideration, but the solution and the Respondent’s capabilities, competence and capacity will be considered as well. The CHA reserves the right to choose the Respondent whose proposal best meets the needs of the CHA. The CHA of Craig, and its designated representatives, shall be the sole judge of its own best interest, and the proposal most advantageous to the CHA. The CHA’s decisions will be final.

IV. GENERAL TERMS AND CONDITIONS

Public Record: Proposer's attention is drawn to the fact that all proposal documents submitted are subject to disclosure under the Colorado Public Records Act. Information contained in the proposals may be made public after the review process has been completed, negotiations have concluded and a recommendation for award has been officially placed on the CHA Commissioners agenda for consideration, and/or following award of contract, if any, by the CHA.

Additional Information: The CHA reserves the right to request additional information and/or clarification from any or all Proposers.

Proposal Acceptance and Rejection: The CHA reserves the right to reject any and all proposals and to waive any minor informalities or irregularities contained in any proposal. Acceptance of any proposal submitted pursuant to this RFP shall not constitute any implied intent to enter into a contract. The CHA reserves the right to call for new proposals, and to award the contract to other than the lowest cost proposal if deemed to be in the best interest of the CHA.

Right to Cancel and Amend: The CHA reserves the right to cancel, for any or no reason, in part or in its entirety, this RFP, including but not limited to: selection schedule, submittal date, and submittal requirements. If the CHA cancels or revises the RFP, all Proposers will be notified in writing.

Debarment: By submitting a proposal, the Proposer certifies that the company is not currently debarred from submitting proposals and/or bids for contracts issued by any CHA or political subdivision or agency of the State of Colorado, and that it is not an agent of a person or entity that is currently debarred from submitting proposals and/or bids for contracts issued by any CHA or political subdivision or agency of the

State of Colorado

Limitation: The Request for Proposals (RFP) does not commit the CHA to award a contract, to pay any cost incurred in the preparation of the firm’s RFP response or to procure or contract for services or supplies. The CHA reserves the right to accept or reject any or all RFP responses received as a result of this request, to negotiate with all qualified sources or to cancel all or part of this RFP. The CHA will not reimburse the respondents to this RFP for costs incurred in the preparation of their proposal or in any other aspect of their consideration of this engagement. A respondent may withdraw and resubmit a proposal prior to the submission deadline. No re-submissions will be allowed after the submission deadline.

Modification of Scope: The CHA reserves the right to modify the contents of this document up to 7 days prior to the opening of proposals.

Award: The firm/entity selected may be required to participate in negotiations and to submit such revisions of their proposals as may result from negotiations. The CHA reserves the right to award a contract/select a service provider without discussion based upon the initial proposals.

Insurance: The Respondent shall maintain in full force and effect the insurance as outlined in Attachment

A. The CHA reserves the right to waive or modify such insurance coverage. However, Respondents and/or Respondents meeting the insurance requirements will receive greater consideration during the selection procedure. All insurance shall be evidenced by a Certificate of Insurance and endorsement acceptable to the CHA Attorney, prior to execution of a contract. The Respondent and/or Respondent shall state their ability to meet the CHA’s insurance requirements within their submittal.

Signature: The Respondent and/or Respondent’s RFP response shall provide the following information:

name, title, address and telephone number of individuals with authority to bind the service provider and who may be contacted during the period of proposal evaluation.

Contract Requirements: Agreement by the CHA and Proposer will be in effect upon the CHA’s execution of this proposal along with any agreed upon changes.

Coordination of Work: All work schedules, actual work and payment request shall be coordinated through, inspected by and approved by CHA Administration prior to scheduling of project so that any interruption to the normal business operation is kept to a minimum.

Inspection: All material and reports shall be subject to inspection, examination and acceptance by the

CHA and its Partners. The CHA shall have the right to reject defective information, analysis and workmanship or require its correction.

ATTACHMENT A

STANDARD INSURANCE REQUIREMENTS

In order to comply with the bonding and insurance requirements contained in your contract with the

CHA of Craig there are several things that we require. It is our intent to facilitate consideration of every project, so we are including here a summary checklist for your convenience.

All bonds and insurance requirements need to be complete and submitted prior to your contract being approved.

I. GENERAL Items in Red are requirements for this project:

a. Send these requirement sheets to your insurance broker for immediate compliance.

b. NO CONTRACTS WILL BE APPROVED UNTIL ALL BONDS AND CERTIFICATES ARE IN ORDER.

c. New and renewal Certificates and endorsements must reference a specific job. "All Operations" certificates are not acceptable.

d. All contractors and subcontractors working on a project or jobsite must meet the same insurance requirements you do, prior to starting work on the project or site.

e. All insurance companies must have an AM Best rating of A: VII or better.

f. All insurance coverage, with the exception of Professional Liability coverage must be written on a full "per occurrence" basis.

g. A 30-day cancellation notice is required and written or modified to a form that binds the insurer to provide it. For non-payment of premium, a 10-day notice is acceptable.

h. List the CHA as “Additionally Insured.”

i. Expiration dates are required on all certificates.

j. All Bonds and Certificates must have an original signature.

II. SPECIFIC COVERAGE (As Applicable)

A. BONDING

(Contracts over $50,000) Faithful Performance (Completion) Bond – (CONTRACT AMOUNT)

(Contracts over $50,000) Payment, Labor and Materials Bond – (CONTRACT AMOUNT)

B. GENERAL LIABILITY/AUTOMOBILE LIABILITY

GENERAL LIABILITY

($1,000,000) per occurrence ($2,000,000) general aggregate

AUTOMOBILE LIABILITY

($500,000) per accident

C. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY

Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance with limits of at least one million dollars ($1,000,000).

ATTACHMENT B

GENERAL CONTRACT TERMS AND CONDITIONS

1. Performance of Services/No Assignment. Time is of the essence in performance of the Services.

Respondent represents to CHA that Respondent possesses, or will arrange to secure from others, all the necessary professional capabilities, experience, resources and facilities necessary to provide to CHA the services contemplated under this Agreement. Except as specifically authorized under this Agreement, the services to be provided under this Agreement shall not be assigned, transferred contracted or subcontracted out without the prior written approval of CHA.

2. Hold Harmless and Indemnification. To the fullest extent permitted by law, Respondent shall indemnify, defend and hold harmless CHA, its CHA Commissioners, officers, agents and employees

(collectively, the “Indemnified Parties) from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever, which may arise from or in any manner relate (directly or indirectly) to any work performed or services provided under this Agreement (including the negligent and/or willful acts, errors and/or omissions of

Respondent, its principals, officers, agents, employees, Respondents, suppliers, Respondents, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable or any or all of them).

Notwithstanding the foregoing, nothing herein shall be construed to require Respondent to indemnify the Indemnified Parties from any Claim arising from the active negligence or willful misconduct of the

Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorney’s fees in any action on or to enforce the terms of this Agreement. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by the Respondent.

In the event the CHA indemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from Respondent’s performance of this agreement, the Respondent shall provide a defense to the CHA indemnitees, or at the CHA’s option, reimburse the CHA indemnitees their costs of defense, including reasonable legal counsels’ fees, incurred in defense of such claims.

3. Independent Contractor. It is understood that CHA retains Respondent on an independent contractor basis and Respondent is not an agent or employee of CHA. The manner and means of conducting the work are under the control of Respondent, except to the extent they are limited by statute, rule or regulation and the expressed terms of this Agreement. Nothing in this Agreement shall be deemed to constitute approval for Respondent or any of Respondent’s employees or agents, to be the agents or employees of CHA. Respondent shall have the responsibility for and control over the means of performing the work, provided that Respondent is in compliance with the terms of this Agreement.

Anything in this Agreement that may appear to give CHA the right to direct Respondent as to the details of performance or to exercise a measure of control over Respondent shall mean only that Respondent shall follow the desires of CHA with respect to the results of the services.

3.1 The Respondent shall at all times remain an independent contractor with respect to the services to be performed under this Agreement and shall be responsible for the payment of Federal and State

Employer Withholding Taxes, Unemployment Insurance Taxes, FICA Taxes, Retirement, Life and/or

Medical Insurance, and Worker’s Compensation Insurance for the employees of the Respondent or any other person performing services under this Agreement. Respondent and its employees are not entitled to the rights or benefits afforded to CHA’s employees, including disability or unemployment insurance, workers' compensation, medical insurance, sick leave, or any other employment benefit.

Respondent agrees to indemnify and hold CHA harmless from any claims, costs, losses, fees, penalties, interest, or damages suffered by CHA as a result of any claim by any person or entity contrary to the provisions of this Section.

4. Insurance. Unless otherwise agreed, without limiting Respondent’s indemnification of CHA, and prior to commencement of work, Respondent shall obtain, provide and maintain at its own expense during the term of this Agreement, a policy or policies of liability insurance of the type and amounts described below and in a form satisfactory to CHA.

A. Certificates of Insurance. Respondent shall provide certificates of insurance with original endorsements to CHA as evidence of the insurance coverage required herein. Current certification of insurance shall be kept on file with CHA at all times during the term of this Agreement.

B. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of Colorado, with an assigned policyholders’ Rating of A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved.

5. Payment. The amount of retainage to be held by the CHA for all projects in excess of ten thousand dollars ($10,000.00) Contract cost, shall be five percent (5%) of the contracted amount. Retainage amount shall be paid only upon substantial completion of the contract. All Respondent Invoices must be accompanied with Lien Waivers.

CONTRACT AGREEMENT

SIGNATURES

Respondent Signature

Date

City of Craig Clerk Signature

Date

CHA / CHA Executive Director Signature

Date

D Y

H

D

Y H

S

SS

SS

SS

SS

SS

FO

FO

FO

FO

FO

X X

X X

X X

X X

X

X X

X X

X X

X X

X

XX

X X X

X

X

X

X

X

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XX

PROPOSED 5' SIDEWALK (TYP)

42 PARKING

STALLS

4' 4'

4'

4'

4'

PARKING STRIPING (TYP) 5 - PLEX

BUILDING 3

5 - PLEX

BUILDING 2

5 - PLEX

BUILDING 1

5 - PLEX

BUILDING 4

4'4'

A STREET

RU

SS

EL

L S

T

E 8TH ST

24'

24'

38'

18'

9'

APPROX LOCATION OF

EX FIRE HYDRANT

TU

CK

ER

S T

5'

5'

PROPOSED 5' SIDEWALK (TYP)

R3.5'

5'

R4' R4'

4'

92.3'

46.75'

23.48'

12'

15'

26.5'

4'

5'

9'

8' 9'

9'

5'

13' 4'

4'

3'

92.3'

46.83'

15.24'

4'

5'

6.39'

23.49'

26.49'

92.3'

46.34' 4'

5'

16.67'

14.4'

4.41'

23.93'

26.93'

92.3'

46.7'

4'

4'

5'

R3.5'

LANDSCAPE WALL

MAX. HEIGHT 1.09'

N0° 22' 12.86"W 250.27'

S89° 34' 41.16"W 270.08'

S0° 23' 18.21"E 250.06'

N89° 37' 20.01"E 270.00'

15'

SETBACK

15'

SETBACK

8' 9'

SNOW

STORAGE

26.96'

23.96'

EXISTING PROPOSED

SOD / PERMAMANENT SEEDING

TREE

C303

LANDSCAPE

PLAN

BMW

BDS & JDN

06/30/2023

SITE PLAN SET

7/26/23 9/15/23 10/16/23

WATER SVC REVISION

PORCH REVISION

UPDATED BCKGRNDS

10_22015

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Denver, CO Evergreen, CO

303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com

DRAWN BY:

CHECKED BY:

DATE:

REVISION:

COPYRIGHT 2023

This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC.

studio

Contact:

Brian Welch, PE brian.welch@evstudio.com

303.670.7242 x50

UTILITY NOTIFICATION CENTER

EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY

LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING

HAVE BEEN PLOTTED FROM THE BEST AVAILABLE

INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL

UTILITIES PRIOR TO CONSTRUCTION.

Denver, CO Evergreen, CO

303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com

DRAWN BY:

CHECKED BY:

DATE:

REVISION:

COPYRIGHT 2023

This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC.

studio

Contact:

Brian Welch, PE brian.welch@evstudio.com

303.670.7242 x50

UTILITY NOTIFICATION CENTER

EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY

LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING

HAVE BEEN PLOTTED FROM THE BEST AVAILABLE

INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S

RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL

UTILITIES PRIOR TO CONSTRUCTION.

CITY OF CRAIG AFFORDABLE HOUSING

SITE PLAN SET

NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 7 NORTH, RANGE 91 WEST

OF THE SIXTH PRINCIPAL MERIDIAN

CITY OF CRAIG, COUNTY OF MOFFAT, STATE OF COLORADO

RUSSELL ST & E 8TH ST CRAIG, CO

ORIGINAL SCALE: 1"= ' HORIZ.

402010

N

S

W

LEGEND

SETBACK DIMENSIONS

FRONT MIN 15'

FRONT MAX 15'

SIDE 5'

REAR 10'

1. TEMPORARY IRRIGATION SHALL BE PROVIDED UNTIL VEGETATION HAS BEEN ESTABLISHED.

2. TREES SELECTION SHALL CONFORM TO CITY OF CRAIG STANDARDS FOR TYPE AND

INSTALLATION STANDARDS.

NOTE:

AutoCAD SHX Text

FOR MARKING OF UNDERGROUND MEMBER UTILITIES.

AutoCAD SHX Text

FOR MARKING OF UNDERGROUND MEMBER UTILITIES.

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C O

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D

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A D

E W

C

IV

IL

M

IN

DIA.

MIN.

1'-0"

(4) #5 VERT. BARS

EVENLY SPACED

PORCH

CONC. SLAB,

SEE PLAN

PORCH POST BY OTHERS

PORCH POST BASE AND

ANCHORAGE BY OTHERS

#3 TIES AT 12" O.C.

MIN. 1'-0" DIA. CONC.

PIER ON BIGFOOT

FOOTING

1/2" EXP. MATERIAL

BIGFOOT FOOTING

BASE

BEND VERT. BARS

#5 CIRCULAR TIE AT

FOUNDATION BASE

C L R

2" CLR.

OR EQUIV. W/ 2.167 SQ FT BASE AREA PER POST

MIN. 2'-0" DIA.

BIGFOOT FOOTING

(1) #4 BARS CON'T.,

HKD. AT CORNERS

4" CONC. SLAB,

SEE PLAN FOR

REINF.

GRADE AS OCCURS,

SEE CIVIL

S E

E C

IV

IL

D E

P T

H A

S R

E Q

'D

8"

6" THICK COMPACTED

CRUSHED AGGREGATE

STONE

COMPACTED SOIL;

ENSURE ALL LAYERS

BELOW SLAB

MAINTAIN POSTIVE

DRAINAGE AWAY

FROM STRUCTURE

4" THICK COMPACTED

SAND

TYPICAL WALL END

TYPICAL CORNER

NOTES:

1. CLOSURE BARS SHALL BE SAME SIZE & SPACING AS HORIZONTAL REINFORCING.

BAR LAP

VERT. REINF.

HORIZ. REINF.

CORNER BARS SHALL BE SAME

SIZE & SPACING AS HORIZONTAL

REINFORCEMENT

BAR LAP

VERT. REINF.

HORIZ. REINF.

WALL INTERSECTION

STANDARD HOOK

STANDARD HOOK

VERT. REINF.

HORIZ. REINF.

STANDARD HOOK

BAR LAP

VERT. REINF.

HORIZ. REINF.

WALL INTERSECTION SINGLE MAT

STANDARD HOOK

(1) #4 CONT. HKD. AT

ENDS, TYP.

#4 AT 12" O.C., EXTEND

2'-6" INTO UPPER SLAB

(1) #4 CONT. HKD. AT

ENDS, TYP.

(1) #4 CONT. HKD. AT

ENDS, TYP.

6" THICK COMPACTED

CRUSHED AGGREGATE

STONE

COMPACTED SOIL;

ENSURE ALL LAYERS

BELOW SLAB

MAINTAIN POSTIVE

DRAINAGE AWAY

FROM STRUCTURE

4" THICK COMPACTED

SAND

4" CONC. SLAB,

SEE PLAN FOR

REINF.

2X6 PRESSURE TREATED

SILL PLATE

EXTERIOR PORCH SLAB

AS OCCURS, SEE PLAN

FLOOR TRUSS

6" THICK COMPACTED

CRUSHED AGGREGATE

STONE

COMPACTED SOIL;

ENSURE ALL LAYERS

BELOW SLAB

MAINTAIN POSTIVE

DRAINAGE AWAY

FROM STRUCTURE

INSULATION, SEE ARCH

ROUGHEN TOP OF

STEM WALL WHERE

PORCH OCCURS

GRID

#5 BENT DOWEL @ 28" O.C.

EXTEND 2'-0" INTO SLAB

GAP CLOSURE OR

DOOR THRESHOLD,

SEE ARCH

4" THICK COMPACTED

SAND

COORDINATE SLAB ELEVATIONS

WITH ARCH AND CIVIL

7 1/2" 4 1/2"

5" 7"

1'-0"

#5 CONT. HKD. AT

CORNERS

M

IN

2 1/2"

2"

FLOOR SHEATHING

WALL SHEATHING,

SEE ARCH DRAWINGS

FOR FINISHES

PROVIDE WATERPROOFING

1'-0" THICK CONC.

FOUNDATION WALL REINF.

W/ #5 CONT. AT EACH FACE

SPACED MAX. 12" O.C., HKD

AT CORNERS

CONC. FOOTING REINF. W/

(2) #5 CONT. AND #5 AT 14"

O.C. SHORT WAY

PROVIDE WATERSTOP

AT BASE OF

FOUNDATION WALL

#5 BENT DOWEL AT

14" O.C. EACH FACE

F.F.E.

0'-0" (SEE CIVIL)

T/LEDGE

-1'-1 1/2"

T/FTG

-3'-7"

B/FTG

-4'-7"

T/SLAB

0'-0" (SEE CIVIL)

COMPACTED SOIL OR

CRUSHED AGGREGATE

1'-0"

GRID

1 5/8" 1 5/8"

AIR GAP

2"

3 1/4"

5/8" GWB AT

MATELINE WALLS,

TYP. U.N.O.

FLOOR TRUSS

FLOOR SHEATHING

CONC. FOOTING REINF. W/

(3) #5 CONT. AND #5 AT 16"

O.C. SHORT WAY2'-4"

1'-0" THICK CONC. FOUNDATION

WALL REINF. W/ #5 CONT. AT EACH

FACE SPACED MAX. 12" O.C. (MIN.

3 TOTAL BARS EACH FACE), HKD

AT CORNERS

#5 BENT DOWEL AT 32" O.C. EACH

FACE

F.F.E.

0'-0" (SEE CIVIL)

T/WALL

-1'-1 1/2"

T/FTG

-3'-7"

B/FTG

-4'-5"

PRESSURE TREATED

SILL PLATE

COMPACTED SOIL OR

CRUSHED AGGREGATE

TYPICAL CORNERTYPICAL INTERSECTION

30" MIN LAP, TYP

DOWELS TO MATCH

TYPICAL REINFORCING

PRIMARY FOOTING OR WALL

REINFORCING AS OCCURS

NOTES:

A. VERTICAL REINFORCING AND

STIRRUPS NOT SHOWN FOR

CLARITY.

B. DETAIL APPLIES TO FOOTINGS

AND WALLS AS THEY OCCUR.

2X6 PRESSURE TREATED

SILL PLATE

FLOOR TRUSS

INSULATION, SEE ARCH

WALL SHEATHING, SEE ARCH

DRAWINGS FOR FINISHES

GRID

GAP CLOSURE, SEE ARCH

PROVIDE WATERPROOFING

7 1/2" 4 1/2"

5" 7"

1'-0"

1'-0" THICK CONC. FOUNDATION

WALL REINF. W/ #5 CONT. AT EACH

FACE SPACED MAX. 12" O.C., HKD

AT CORNERS

CONC. FOOTING REINF. W/

(2) #5 CONT. AND #5 AT 14"

O.C. SHORT WAY

#5 CONT. HKD. AT CORNERS

M

IN

2 1/2"

FLOOR SHEATHING

2"

#5 BENT DOWEL AT 14" O.C.

EACH FACE

3/4" CHAMFER EXPOSED EDGES

PROVIDE WATERSTOP

AT BASE OF

FOUNDATION WALL

2'-0"

GRADE AS OCCURS,

SEE ARCH AND CIVIL

M

IN

2" MIN.

F.F.E.

0'-0" (SEE CIVIL)

T/WALL

0'-5"

T/LEDGE

-1'-1 1/2"

T/FTG

-3'-7"

B/FTG

-4'-7"

T/GRADE

-0'-1" (SEE CIVIL)

COMPACTED SOIL OR

CRUSHED AGGREGATE

2"

4"

EDGE OF SLAB

ON GRADE

(2)#4 x 4'-0" ANTI-

CRACK BARS PLACED

DIAGONALLY AT MID-

DEPTH OF SLAB AT

ALL RE-ENTRANT

CORNERS.

EQ

EQ

2X6 PRESSURE TREATED

SILL PLATE

EXTERIOR PORCH SLAB

AS OCCURS, SEE PLAN

FLOOR TRUSS

6" THICK COMPACTED

CRUSHED AGGREGATE

STONE

COMPACTED SOIL;

ENSURE ALL LAYERS

BELOW SLAB

MAINTAIN POSTIVE

DRAINAGE AWAY

FROM STRUCTURE

INSULATION, SEE ARCH

ROUGHEN TOP OF

STEM WALL WHERE

PORCH OCCURS

GRID

#5 BENT DOWEL @ 28" O.C.

EXTEND 2'-0" INTO SLAB

GAP CLOSURE OR

DOOR THRESHOLD,

SEE ARCH

4" THICK COMPACTED

SAND

7 1/2" 4 1/2"

5" 7"

1'-0"

#5 CONT. HKD. AT

CORNERS

M

IN

2 1/2"

2"

FLOOR SHEATHING

2" CLR. MIN.

C O

N F

IR

M

W

IT

H C

IV

IL

T /S

L A

B

B

E L

O W

F .F

WALL SHEATHING,

SEE ARCH DRAWINGS

FOR FINISHES

M

IN

PROVIDE WATERPROOFING

1'-0" THICK CONC.

FOUNDATION WALL REINF.

W/ #5 CONT. AT EACH

FACE SPACED MAX. 12"

O.C., HKD AT CORNERS

CONC. FOOTING REINF. W/

(2) #5 CONT. AND #5 AT 14"

O.C. SHORT WAY

PROVIDE WATERSTOP

AT BASE OF

FOUNDATION WALL

#5 BENT DOWEL AT

14" O.C. EACH FACE

F.F.E.

0'-0" (SEE CIVIL)

T/LEDGE

-1'-1 1/2"

T/FTG

-3'-7"

B/FTG

-4'-7"

T/SLAB

-0'-1" (SEE CIVIL)

COMPACTED SOIL OR

CRUSHED AGGREGATE

Fading West Building

Systems

1995 McCormick St.

Buena Vista, CO

81211

R E V

D A

TE

D

E S C

R

IP

TI

O

N

THESE DRAWINGS AND THE DESIGN SHOWN ARE THE SOLE PROPERTY OF FADING WEST BUILDING SYSTEMS, LLC AND THEIR CONSULTANTS. ANY REPRODUCTION, COPYING, OR USE OTHER THAN FOR THIS SPECIFIC PROJECT IS PROHIBITED WITHOUT PRIOR WRITTEN CONSENT OF FADING WEST BUILDING SYSTEMS, LLC. ANY PROHIBITED USE OF THESE DRAWINGS OR DESIGN IS SUBJECT TO LEGAL ACTION.

Contact:

Drew Heimerl

(719)-316-8613 dheimerl@fadingwest.com

/1

/2

A S I

S501

TYPICAL

FOUNDATION

DETAILS - BLDGS 2, 3,

& 4

S H

A V

A N

O -A

N

TE

R O

-P

LE

X

C

IT

Y O

F C

R A

IG

C

IT

Y O

F C

R A

IG

C

O

3/4" = 1'-0"

TYPICAL PORCH POST FOUNDATION

1" = 1'-0"

SLAB EDGE AT PORCH DETAIL

3/4" = 1'-0"

TYPICAL FOUNDATION WALL DETAILS

1" = 1'-0"

TYPICAL STAIR AT PORCH SLAB DETAIL

3/4" = 1'-0"

FOUNDATION AT PERIMETER AT PORCH SLAB

U.N.O.

3/4" = 1'-0"

FOUNDATION AT INTERIOR BEARING WALLS

3/4" = 1'-0"

TYPICAL FOOTING REINFORCING

3/4" = 1'-0"

FOUNDATION AT PERIMETER

3/4" = 1'-0"

SLAB ON GRADE CORNER REINFORCING

3/4" = 1'-0"

FOUNDATION AT PERIMETER AT PORCH SLAB

AT GRID LINES A & B

NOTES:

1. CONFIRM F.F.E. DATUM AND ALL GRADING AND SLAB ELEVATIONS WITH CIVIL AND ARCH.

2. PROVIDE EXTERIOR AND INTERIOR DRAINAGE SYSTEMS AT ALL PERIMETER FOUNDATIONS PER GEOTECHNICAL REPORT.

NOTES:

1. CONFIRM F.F.E. DATUM AND ALL GRADING AND SLAB ELEVATIONS WITH CIVIL AND ARCH.

2. PROVIDE EXTERIOR AND INTERIOR DRAINAGE SYSTEMS AT ALL PERIMETER FOUNDATIONS PER GEOTECHNICAL REPORT.

NOTES:

1. CONFIRM F.F.E. DATUM AND ALL GRADING AND SLAB ELEVATIONS WITH CIVIL AND ARCH.

2. PROVIDE EXTERIOR AND INTERIOR DRAINAGE SYSTEMS AT ALL PERIMETER FOUNDATIONS PER GEOTECHNICAL REPORT.

NOTES:

1. CONFIRM F.F.E. DATUM AND ALL GRADING AND SLAB ELEVATIONS WITH CIVIL AND ARCH.

/1 2/

IF

LO ICD EA NR SOL EDOC

0061676RA

ND

AL

L SCOTT HAMM

AN

10.14.2023

O

O R

D

G R

A D

E W

C

IV

IL

M

IN

DIA.

MIN.

1'-0"

(4) #5 VERT. BARS

EVENLY SPACED

PORCH CONC.

SLAB,

SEE PLAN

PORCH POST BY OTHERS

PORCH POST BASE AND

ANCHORAGE BY OTHERS

#3 TIES AT 12" O.C.

MIN. 1'-0" DIA. CONC.

PIER ON BIGFOOT

FOOTING

1/2" EXP. MATERIAL

HELICAL SCREW PILE

DESIGNED BY OTHERS,

SEE PLAN FOR DESIGN

LOADS

(1) #4 BARS CON'T.,

HKD. AT CORNERS

4" CONC. SLAB,

SEE PLAN FOR

REINF.

GRADE AS OCCURS,

SEE CIVIL

S E

E C

IV

IL

D E

P T

H A

S R

E Q

'D

8"

6" THICK COMPACTED

CRUSHED AGGREGATE

STONE

COMPACTED SOIL;

ENSURE ALL LAYERS

BELOW SLAB

MAINTAIN POSTIVE

DRAINAGE AWAY

FROM STRUCTURE

4" THICK COMPACTED

SAND

TYPICAL WALL END

TYPICAL CORNER

NOTES:

1. CLOSURE BARS SHALL BE SAME SIZE & SPACING AS HORIZONTAL REINFORCING.

BAR LAP

VERT. REINF.

HORIZ. REINF.

CORNER BARS SHALL BE

SAME SIZE & SPACING AS

HORIZ. REINFORCEMENT

BAR LAP

VERT. REINF.

HORIZ. REINF.

WALL INTERSECTION

STANDARD HOOK

STANDARD HOOK

VERT. REINF.

HORIZ. REINF.

STANDARD

HOOK

BAR LAP

VERT. REINF.

HORIZ. REINF.

WALL INTERSECTION SINGLE MAT

STANDARD HOOK

(1) #4 CONT. HKD. AT

ENDS, TYP.

#4 AT 12" O.C., EXTEND

2'-6" INTO UPPER SLAB

(1) #4 CONT. HKD. AT

ENDS, TYP.

(1) #4 CONT. HKD. AT

ENDS, TYP.

6" THICK COMPACTED

CRUSHED AGGREGATE

STONE

COMPACTED SOIL;

ENSURE ALL LAYERS

BELOW SLAB

MAINTAIN POSTIVE

DRAINAGE AWAY

FROM STRUCTURE

4" THICK COMPACTED

SAND

4" CONC. SLAB,

SEE PLAN FOR

REINF.

2X6 PRESSURE TREATED

SILL PLATE

EXTERIOR PORCH SLAB

AS OCCURS, SEE PLAN

FLOOR TRUSS

6" THICK COMPACTED

CRUSHED AGGREGATE

STONE

COMPACTED SOIL;

ENSURE ALL LAYERS

BELOW SLAB

MAINTAIN POSTIVE

DRAINAGE AWAY

FROM STRUCTURE

INSULATION, SEE ARCH

ROUGHEN TOP OF

STEM WALL WHERE

PORCH OCCURS

GRID

#5 BENT DOWEL @ 28" O.C.

EXTEND 2'-0" INTO SLAB

GAP CLOSURE OR

DOOR THRESHOLD,

SEE ARCH

4" THICK COMPACTED

SAND

COORDINATE SLAB ELEVATIONS

WITH ARCH AND CIVIL

#3 STIRRUPS AT 12" O.C.

PROVIDE WATERPROOFING

(2) #6 CONT. AT BOTT.

HKD AT CORNERS

7 1/2" 4 1/2"

5" 7"

1'-0"

2" CLR AT SIDES

A T

B O

T T

C

L R

(2) #6 CONT. AT TOP

HKD AT CORNERS

#4 CONT. AT EACH FACE

SPACED MAX. 12" O.C.,

HKD AT CORNERS

HELICAL SCREW PILE

DESIGNED BY OTHERS,

SEE PLAN FOR DESIGN

LOADS

#5 CONT. HKD. AT

CORNERS

M

IN

2 1/2"

2"

FLOOR SHEATHING

2" CLR. MIN.

WALL SHEATHING,

SEE ARCH DRAWINGS

FOR FINISHES

M

IN

F.F.E.

0'-0" (SEE CIVIL)

T/LEDGE

-1'-1 1/2"

T/SLAB

0'-0" (SEE CIVIL)

B/GRADE BEAM

-4'-7"

COMPACTED SOIL OR

CRUSHED AGGREGATE

PRESSURE TREATED

SILL PLATE

#3 STIRRUPS AT 12" O.C.

(2) #6 CONT. AT BOTT.

HKD AT CORNERS

2" CLR AT SIDES

C L

R

A T

T O

P

A T

B O

T T

C

L R

(2) #6 CONT. AT TOP

HKD AT CORNERS

#4 CONT. AT EACH FACE

SPACED MAX. 12" O.C.,

HKD AT CORNERS

HELICAL SCREW PILE

DESIGNED BY OTHERS,

SEE PLAN FOR DESIGN

LOADS

1'-0"

GRID

1 5/8" 1 5/8"

AIR GAP

2"

3 1/4"

5/8" GWB AT

MATELINE WALLS,

TYP. U.N.O.

FLOOR TRUSS

FLOOR SHEATHING

F.F.E.

0'-0" (SEE CIVIL)

T/LEDGE

-1'-1 1/2"

B/GRADE BEAM

-4'-7"

COMPACTED SOIL OR

CRUSHED AGGREGATE

TYPICAL CORNERTYPICAL INTERSECTION

30" MIN LAP, TYP

DOWELS TO MATCH

TYPICAL REINFORCING

PRIMARY FOOTING OR WALL

REINFORCING AS OCCURS

NOTES:

A. VERTICAL REINFORCING AND

STIRRUPS NOT SHOWN FOR

CLARITY.

B. DETAIL APPLIES TO FOOTINGS

AND WALLS AS THEY OCCUR.

2X6 PRESSURE TREATED

SILL PLATE

INSULATION, SEE ARCH

WALL SHEATHING,

SEE ARCH DRAWINGS

FOR FINISHES

GRID

GAP CLOSURE,

SEE ARCH

#3 STIRRUPS AT 12" O.C.

PROVIDE WATERPROOFING

(2) #6 CONT. AT BOTT.

HKD AT CORNERS

7 1/2" 4 1/2"

5" 7"

1'-0"

2" CLR AT SIDES

A T

B O

T T

C

L R

(2) #6 CONT. AT TOP

HKD AT CORNERS

#4 CONT. AT EACH FACE

SPACED MAX. 12" O.C.,

HKD AT CORNERS

HELICAL SCREW PILE

DESIGNED BY OTHERS,

SEE PLAN FOR DESIGN

LOADS

#5 CONT. HKD. AT

CORNERS

M

IN

2 1/2"

2" #5 AT 24" O.C. HKD.

3/4" CHAMFER

EXPOSED EDGES

M

IN

F.F.E.

0'-0" (SEE CIVIL)

T/WALL

0'-5"

T/LEDGE

-1'-1 1/2"

B/GRADE BEAM

-4'-7"

T/GRADE

-0'-1" (SEE CIVIL)

2" MIN.

M

IN

GRADE AS OCCURS,

SEE ARCH AND CIVIL

FLOOR TRUSS

FLOOR SHEATHING

COMPACTED SOIL OR

CRUSHED AGGREGATE

2"

4"

EDGE OF SLAB

ON GRADE

(2)#4 x 4'-0" ANTI-CRACK

BARS PLACED DIAGONALLY

AT MID-DEPTH OF SLAB AT

ALL RE-ENTRANT

CORNERS.

EQ

EQ

2X6 PRESSURE TREATED

SILL PLATE

EXTERIOR PORCH SLAB

AS OCCURS, SEE PLAN

FLOOR TRUSS

6" THICK COMPACTED

CRUSHED AGGREGATE

STONE

COMPACTED SOIL;

ENSURE ALL LAYERS

BELOW SLAB

MAINTAIN POSTIVE

DRAINAGE AWAY

FROM STRUCTURE

INSULATION, SEE ARCH

ROUGHEN TOP OF

STEM WALL WHERE

PORCH OCCURS

GRID

#5 BENT DOWEL @ 28" O.C.

EXTEND 2'-0" INTO SLAB GAP CLOSURE OR

DOOR THRESHOLD,

SEE ARCH

4" THICK COMPACTED

SAND

#3 STIRRUPS AT 12" O.C.

PROVIDE WATERPROOFING

(2) #6 CONT. AT BOTT.

HKD AT CORNERS

7 1/2" 4 1/2"

5" 7"

1'-0"

2" CLR AT SIDES

A T

B O

T T

C

L R

(2) #6 CONT. AT TOP

HKD AT CORNERS

#4 CONT. AT EACH FACE

SPACED MAX. 12" O.C.,

HKD AT CORNERS

HELICAL SCREW PILE

DESIGNED BY OTHERS,

SEE PLAN FOR DESIGN

LOADS

#5 CONT. HKD. AT

CORNERS

M

IN

2 1/2"

2"

FLOOR SHEATHING

2" CLR. MIN.

C O

N F

IR

M

W

IT

H C

IV

IL

T /S

L A

B

B

E L

O W

F .F

WALL SHEATHING,

SEE ARCH DRAWINGS

FOR FINISHES

M

IN

F.F.E.

0'-0" (SEE CIVIL)

T/LEDGE

-1'-1 1/2"

T/SLAB

-0'-1" (SEE CIVIL)

B/GRADE BEAM

-4'-7"

B/GRADE BEAM

-4'-7"

COMPACTED SOIL OR

CRUSHED AGGREGATE

Fading West Building

Systems

1995 McCormick St.

Buena Vista, CO

81211

R E V

D A

TE

D

E S C

R

IP

TI

O

N

THESE DRAWINGS AND THE DESIGN SHOWN ARE THE SOLE PROPERTY OF FADING WEST BUILDING SYSTEMS, LLC AND THEIR CONSULTANTS. ANY REPRODUCTION, COPYING, OR USE OTHER THAN FOR THIS SPECIFIC PROJECT IS PROHIBITED WITHOUT PRIOR WRITTEN CONSENT OF FADING WEST BUILDING SYSTEMS, LLC. ANY PROHIBITED USE OF THESE DRAWINGS OR DESIGN IS SUBJECT TO LEGAL ACTION.

Contact:

Drew Heimerl

(719)-316-8613 dheimerl@fadingwest.com

/1

/2

A S I

S502

TYPICAL

FOUNDATION

DETAILS - BLDG 1 -

NORTHWEST BLDG

S H

A V

A N

O -A

N

TE

R O

-P

LE

X

C

IT

Y O

F C

R A

IG

C

IT

Y O

F C

R A

IG

C

O

3/4" = 1'-0"

TYPICAL PORCH POST ON HELICAL SCREW

FOUNDATION

1" = 1'-0"

SLAB EDGE AT PORCH

3/4" = 1'-0"

TYPICAL GRADE BEAM WALL DETAILS

1" = 1'-0"

TYPICAL STAIR AT PORCH SLAB

3/4" = 1'-0"

GRADE BEAM ON HELICAL SCREWS

FOUNDATION AT PERIMETER AT PORCH SLAB

U.N.O.

3/4" = 1'-0"

GRADE BEAM ON HELICAL SCREWS

FOUNDATION AT INTERIOR BEARING WALLS

3/4" = 1'-0"

TYPICAL GRADE BEAM REINFORCING

3/4" = 1'-0"

GRADE BEAM ON HELICAL SCREWS

FOUNDATION AT PERIMETER

3/4" = 1'-0"

SLAB ON GRADE CORNER REINFORCING

3/4" = 1'-0"

GRADE BEAM ON HELICAL SCREWS

FOUNDATION AT PERIMETER AT PORCH SLAB

AT GRID LINES A & B

NOTES:

1. CONFIRM F.F.E. DATUM AND ALL GRADING AND SLAB ELEVATIONS WITH CIVIL AND ARCH.

2. PROVIDE EXTERIOR AND INTERIOR DRAINAGE SYSTEMS AT ALL PERIMETER FOUNDATIONS PER GEOTECHNICAL REPORT.

NOTES:

1. CONFIRM F.F.E. DATUM AND ALL GRADING AND SLAB ELEVATIONS WITH CIVIL AND ARCH.

2. PROVIDE EXTERIOR AND INTERIOR DRAINAGE SYSTEMS AT ALL PERIMETER FOUNDATIONS PER GEOTECHNICAL REPORT.

NOTES:

1. CONFIRM F.F.E. DATUM AND ALL GRADING AND SLAB ELEVATIONS WITH CIVIL AND ARCH.

2. PROVIDE EXTERIOR AND INTERIOR DRAINAGE SYSTEMS AT ALL PERIMETER FOUNDATIONS PER GEOTECHNICAL REPORT.

NOTES:

1. CONFIRM F.F.E. DATUM AND ALL GRADING AND SLAB ELEVATIONS WITH CIVIL AND ARCH.

/1 2/

IF

LO ICD EA NR SOL EDOC

0061676RA

ND

AL

L SCOTT HAMM

AN

10.14.2023