2025-001 RFB Dillon Phase 1 Lot Construction.pdf

20200109 413-04-01

CITY OF MANITOU SPRINGS

Request for Bids

Dillon Mobility Hub Phase 1 Lot Construction

RFB NUMBER: 2025-001

Bid Submittal Deadline – Friday, February 21st, 2025, 5:00 PM

Contact Person – Vanessa Vedral at (vvedral@manitouspringsco.gov)

The City of Manitou Springs is accepting bids for construction of the Dillion Mobility Hub parking lot located at 132-142 Manitou Avenue. See General Scope of Services Section and attachments for further details.

• Publication date: Friday, January 10th, 2025

• Pre-bid meeting to be held on Tuesday, January 21st, 2025 at 3:00 PM at 134

Manitou Avenue, Manitou Springs, CO 80829

• Deadline to present questions deadline is Wednesday, January 29th, 2025 at 3:00

PM.

o Questions are to be addressed to the contact person

• Final Addendum (responses to questions) to be published on Thursday, February 13th, 2025.

• Bid shall be submitted to the contact person electronically no later than the Submittal Deadline of Friday, February 21st, 2025 at 5:00PM.

• Notice of Award will be Wednesday, March 5th, 2025.

• The Selected Contractor will be required to obtain a performance bond to cover

100% of the project contract amount and 50% payment bond.

• This project is not subject to Davis Bacon Wages.

• The City requires the contract to be finalized by Wednesday, March 12th, 2025.

• The City requires the project to be completed by Friday, May 30th, 2025.

The bid shall have an Anticipated Scope of Services that includes the following:

1. The Contractor will provide project costs for crews and equipment, anticipated mobilization time, and anticipated project completion time.

2. The Contractor is responsible for providing all materials and equipment necessary for fabrication, construction, and/or installation of this project.

3. All waste shall be disposed of by the Contractor.

4. The Contractor is responsible for damages, inside or outside the project area.

5. The Contractor is responsible for their own confined space, roadway, and mailto:(vvedral trenching safety procedures.

6. No work shall be done between the hours of 5:30 PM and 7:00 AM, nor at any time on Saturday, Sunday, or holidays, except with the written permission of the city or in the case of an emergency.

7. If the project requires street closure – partial or otherwise, the Contractor shall provide all necessary traffic control. All traffic control personnel must at a minimum carry a current CDOT Flagger Certification. A Traffic Control Plan must be submitted to and approved by City staff at the pre-construction meeting. The pre-construction is to be scheduled at time of accepting the contract.

8. Below is the Anticipated General Scope of Services for this project:

GENERAL SCOPE OF SERVICES

Overview: The construction of the Dillon Mobility Hub Interim Lot will provide essential parking and accessibility improvements to serve the community's immediate needs. The project involves site preparation, grading, installation of infrastructure, and implementation of temporary and permanent features. The work of the Project is defined by the Dillon Motel – Park N Ride Preliminary & Interim Grading & Erosion Control Plans provided in Exhibit A and containing the following components:

1. Demolition & Excavation:

a. Site Clearing & Grubbing

b. Embankment - Material shall consist of approved material acquired from excavations and placed in embankments. Embankment material will be measured in its final compacted position.

c. Unclassified Excavation – Shall consist of the excavation of all material of whatever character required for the work, obtained within the site including surface boulders and excavations for placement of improvements.

d. Removal of Existing Asphalt & Disposal

e. Demolition of 4’ Brick Wall Along Manitou Ave – this includes disposal of demolished material and backfilling to match existing grade

2. Pavement & Sidewalk

a. Millings Placement – Placement of 4” thickness milling material. Max size of millings to be no greater than 3” (Chunks) compacted to be used as a drivable surface. A compaction report is required

b. 4” Concrete Sidewalk – Minimum compressive strength: 4000 PSI. See detail for reference

c. 8” Concrete Parking – Minimum compressive strength: 4000 PSI, 4” subbase with a compacted subgrade. See detail for reference

3. Curb & Gutter:

a. 6” Concrete Vertical Curb. See detail for reference

b. Traversable Sloped Concrete Curb. See detail for reference

4. Signage & Striping:

a. White Pavement Stripes – 4” wide white epoxy striping

b. Embedded Detectable Warning Unit – 2’x5’ surface mounted ADA warning pad with raised truncated domes (Must be ADA compliant)

c. Pedestrian Crossing Area – 4” wide white epoxy striping

d. ADA Parking Stall Sign – Per MUTCD R7-8 sign

e. ADA Van Accessible Sign – Per MUTCD R7-8P sign

f. ADA Handicap Parking Symbol – White epoxy striping

g. Sign Post – U-Channel heavy duty galvanized steel (or equal) that meets

MUTCD standards

5. Erosion & Sediment Control:

a. Vehicle Tracking Control – See detail for reference

b. Silt Fence – See detail for reference

c. Concrete Washout - See detail for reference

d. Sediment Control Logs - See detail for reference

e. Check Dams - See detail for reference

f. Seeding & Mulching – See detail for reference

6. Site Programs:

a. Installation of wheel stops - See detail for reference

b. Installation of split wood fencing - See detail for reference

c. Bollards - See detail for reference

d. Ornamental Light Standards and Luminaries - See electrical detail for reference

e. Rigid 3” Conduit - See electrical detail for reference

f. Lighting Control Allowance

7. General

a. Mobilization

b. Construction Surveying

Traffic Control Measures – Includes implementing traffic controls, flagging, signage, inspections, setup/ tear down, MHT and any permits required

Additional scope components not included in the GEC plans:

8. Electrical components:

a. Installation of adequate conduit for electrical components starting at the

Restroom Building (located on lot 132 Manitou Avenue) to dirt portion of the lot 134 Manitou Avenue to allow for the installation of site electrical at a future date. This work will need to be done prior to the concrete and curb work for the ADA parking spaces.

b. Installation of 14’-21’galvanized pipe pole(s) for security and/or lighting components (5 Each).

9. Irrigation components:

a. Installation of adequate sleeving and conduit for water lines for irrigation serving all 10 centerpiece trees starting at the Restroom Building (located on lot 132 Manitou Avenue) to the middle of lot 134 Manitou Avenue to allow for the installation of irrigation system in a future phase. This work will need to be done prior to the concrete and curb work for the ADA parking spaces.

10. Other Demolition:

a. Demolition and removal of the existing 3’ high brick wall adjacent to Manitou

Avenue between the two existing ingress/egress points in from of 134 Manitou Avenue. Replace it with a temporary chain-link fence construction fence (if needed).

11. Compliance and Coordination: All work will adhere to the City of Manitou Springs’ grading, erosion control, and stormwater quality control standards. The contractor will coordinate utility relocations and field adjustments as needed. Regular site inspections and quality control measures will ensure compliance with approved plans and specifications.

12. Construction Quality Control/Testing:

a. Compaction Testing

b. Soil testing

c. Concrete testing

13. Site Clean-up and Final Inspection

a. Post-construction cleaning and removal of all excess materials, debris and equipment.

14. Project Schedule: The Contractor will provide a written schedule for the work to be included in bid package including a timeline that adheres to the completion before June 1st, 2025.

15. Project Bid: Provide estimated costs for the project using the itemized “Bid Tabulation Sheet” in Exhibit B.

INSTRUCTIONS TO BIDDERS

1. A "Bid" is a responsive, conforming, unconditional, complete, legible, and properly executed offer by a Bidder to provide the work specified in the Request for Bids for the compensation specified.

2. Bids shall be clearly marked with the work name, contact person, mailing address, and telephone number of the Bidder.

3. It shall be the responsibility of the Bidder to ensure that the Bid is in proper form and in the City's possession by or before the time and date designated in the Request for Bids. Bids will not be accepted after the designated time and date.

4. If a mistake is made or discovered during or after the Bid review, the City reserves the right to determine which party made the mistake and whether the mistake is material and, after these determinations, the City, in its sole reasonable discretion, shall decide whether to accept or reject the Bid. No advantage shall be taken by any party of manifest clerical errors or omissions in any Bid, and the contract and attached documents (the “Contract Documents”).

Bidders shall notify the City immediately of any errors or omissions that are encountered.

5. Any interlineation, alteration, or erasure shall be initialed by the Bidder. On the Bid, the price of each item shall be stated in numerals and words; in case of conflict, the words shall control. In the case of conflict between the indicated sum of any addition of figures and the correct sum, the correct sum shall control.

6. The City shall not reimburse any Bidder for any cost incurred in preparing a Bid or attending equipment demonstrations, inspections, pre-bid conferences, or interviews.

7. Any amplification, clarification, explanation, interpretation, or correction of a Bid shall be made only by written addendum, and a copy of the addendum shall be mailed or delivered to each person receiving a Request for Bids. The City is not responsible for any amplification, clarification, explanation, or interpretation or correction of a Bid not contained in written addenda.

8. Bids by corporations shall be executed in the corporate name by the president or a vice-president (or a corporate officer accompanied by evidence of authority to sign), and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown. Bids submitted by partnerships shall be executed in the partnership name and signed by a partner, and the legal address of the partnership shall be shown. Bids submitted by limited liability companies shall be executed in the company's name and signed by a member, and the legal address of the company shall be shown. Names and titles shall be typed or printed below each signature.

9. The following information shall be submitted with the Bid:

a. The names and resumes of staff personnel who will be assigned to the work.

b. A complete proposed scope of work and schedule, including any alternatives that can be identified. The Bidder is expected to review the work site prior to submittal of the Bid.

c. The names and addresses of any subcontractors who will be retained for the work.

d. A list of the Bidder's previous experience on similar projects.

10. The submission of a Bid shall be conclusive evidence and a legal admission that the Bidder: (1) has no questions, complaints, or objections in connection with the Contract Documents, subject to any requests made by the Bidder for amplification, clarification, explanation, interpretation, or correction; (2) has no questions, complaints, or objections as to the completeness, sufficiency, scope, or detail of the Bid; and (3) has full knowledge of the scope, nature, quality, and quantity of the equipment to be provided, the performance criteria, the requirements of the contract, the site and conditions of delivery, the Superior Municipal Code, and other applicable law.

11. The contract will be awarded to the lowest responsible and responsive Bidder complying with the terms and conditions, guidelines, and specifications presented in the Bid Request and these Instructions to Bidders. The City reserves the right to determine, in its sole reasonable discretion, whether any Bid meets the needs or purposes intended and is within the approved budget. The City does not base its award on prices alone. Also to be considered are: quality of product; past experience with the Bidder or any subcontractors, consultants, products or suppliers; qualifications of the Bidder and/or subcontractors or suppliers; services offered; warranties; maintenance considerations; long-range costs; delivery; and similar conditions.

12. The City reserves the right to conduct such investigations as it deems necessary to assist in the evaluation of any Bid to establish the experience, responsibility, reliability, references, reputation, qualifications, or financial ability of any Bidder, manufacturer or supplier. The purpose of such investigation is to satisfy the City that the Bidder has the experience, resources, and commercial reputation necessary to supply the specified equipment and to perform the necessary warranty and product support in accordance with the Contract Documents in the prescribed manner and time.

13. The City reserves the right, if it deems such action to be in its best interests, to reject any and all Bids or to waive any irregularities or informalities therein. Any incomplete, false, or misleading information provided by any Bidder shall be grounds for rejection of the Bid. If Bids are rejected, the City further reserves the right to investigate and accept the next best Bid in order of ranking, or to reject all Bids and re-solicit for additional Bids.

14. No Bid shall include federal excise taxes or state or local sales or use taxes.

15. In the event of any claim, suit, or demand which may result from any Bid, or the award of any contract as a result of submission of a Bid, Colorado law shall govern any such claim, suit, or demand and the rights and duties of the parties.

16. All parts not specifically mentioned which are necessary in order to provide a complete unit, shall be included in the Bid. Any item listed as "Standard" in the manufacturer's published specification, furnished by the Bidder, is assumed to be included in the Bid. Any variations shall be outlined in writing, noting cost factors where applicable.

17. Bids shall be in accordance with the specifications contained in the Contract Documents. Should any requirement in the specifications not be included in manufacturer's specification sheets, the Bidder shall include with its Bid a statement of compliance. Failure to do so shall be grounds for disqualification of the Bid.

18. Each Bid shall include a statement of standard warranty of the manufacturer.

19. Any Bid received as a result of this request is prepared at the Bidder’s expense and becomes City property and is therefore a public record upon opening by the City. No Bid may be withdrawn for a period of sixty (60) days after the deadline for Bids.

The City of Manitou Springs is an Equal Opportunity Employer and no otherwise qualified individual shall be subject to discrimination on the basis of race, color, religion or religious affiliation, sex, familial status, age, genetics, disability, or national origin in any phase of employment for this position.

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET No.

SHEET OF

X-Title-GEC

X-1289-EX-MAP

X-1289-EX-BASE

Know what's below.

before you dig.Call

R

BASIS OF BEARING

BENCHMARK

BEARINGS AARE BASED ON THE NORTHEAST LINE OF THAT PARCEL OF LAND DESCRIBED IN

THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 220201139 IN THE RECORDS OF

THE EL PASO COUNTY CLERK AND RECORDER'S OFFICE, MONUMENTED AT THE NORTHWEST

END BY A 1 INCH YELLOW PLASTIC CAP STAMPED "UP&E, LS 11624", AND AT THE SOUTHEAST END BY A 1 1/2 INCH ALUMINUM CAP STAMPED "DB&CO, PLS 37913", AND IS ASSUMED TO BEAR

SOUTH 71°01'02" EAST, A DISTANCE OF 117.20 FEET.

FIMS MONUMENT MU07 IS A 2-INCH DIAMETER ALUMINUM CAP STAMPED "CSU FIMS CONTROL

MU07" ON SOUTHEAST CORNER OF STORM SEWER INLET ON NORTH SIDE OF MANITOU AVENUE

AT 461 MANITOU AVENUE. ELEVATION WAS ESTABLISHED BY GPS OBSERVATIONS (GEOID 18B)

AND IS REFERENCED TO NGVD29 ELEVATION = 6,289.77 FEET. COORDINATE SYSTEM: NAD83

COLORADO STATE PLACE, CENTRAL ZONE, US SURVEY FOOT.

SHEET KEY

N

MANITOU AVE.

HWY 24

EL PASO BLVD.

FOUNTAIN CREEK

DILLON MOTEL - PARK-N-RIDE

132 - 142 MANITOU AVENUE

MANITOU SPRINGS, COLORADO, 80829

PRELIMINARY & INTERIM GRADING & EROSION CONTROL PLANS

DECEMBER 2024

OWNER

CIVIL ENGINEER

ENGINEERING DIVISION

CONTRACTOR

CITY OF MANITOU SPRINGS

606 MANITOU AVE, MANITOU

SPRINGS, COLORADO 80829

ANDREW MORREN, (719) 685-2569

MATRIX DESIGN GROUP

2435 RESEARCH PARKWAY, SUITE 300

COLORADO SPRINGS, COLORADO 80920

JEFFREY ODOR, (719) 575-0100

CITY OF MANITOU SPRINGS

606 MANITOU AVE, MANITOU

SPRINGS, COLORADO 80829

ANDREW MORREN, (719) 685-2569

D2 DEMO & DIRT

3030 N EL PASO STREET

COLORADO SPRINGS, CO 80907

(719) 400-4722

1" = 100'

SITE MAP

FOUNTAIN CREEK

EL PASO BLVD.

MANITOU AVE.

DESIGN ENGINEER'S STATEMENT:

THIS GRADING AND EROSION CONTROL PLAN WAS PREPARED UNDER MY DIRECTION

AND SUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.

SAID PLAN HAS BEEN PREPARED ACCORDING TO THE CRITERIA ESTABLISHED BY THE

COUNTY FOR GRADING AND EROSION CONTROL PLANS. I ACCEPT RESPONSIBILITY

FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS ON MY

PART IN PREPARING THIS PLAN.

ENGINEER OF RECORD DATE

OWNER/DEVELOPER'S STATEMENT:

I, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH THE REQUIREMENTS

OF THE GRADING AND EROSION CONTROL PLAN.

OWNER SIGNATURE DATE

CITY OF MANITOU SPRINGS:

THE CITY OF MANITOU SPRINGS PLAN REVIEW IS PROVIDED ONLY FOR GENERAL

CONFORMANCE WITH CITY OF MANITOU SPRINGS DESIGN CRITERIA. THE SITY IS NOT

RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS,

AND/ OR ELEVATIONS WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE CITY

THROUGH THE APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR

COMPLETENESS AND/ OR ACCURACY OF THIS DOCUMENT.

FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF MANITOU SPRINGS

LAND DEVELOPMENT CODE, DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2, AND

ENGINEERING CRITERIA MANUAL AS AMENDED.

IN ACCORDANCE WITH ECM SECTION 1.12, THESE CONSTRUCTION DOCUMENTS WILL

BE VALID FOR CONSTRUCTION FOR A PERIOD OF 2 YEARS FROM THE DATE SIGNED BY

THE CITY ENGINEER. IF CONSTRUCTION HAS NOT STARTED WITHIN THOSE 2 YEARS,

THE PLANS WILL NEED TO BE RESUBMITTED FOR APPROVAL, INCLUDING PAYMENT OF

REVIEW FEES AT THE PLANNING AND COMMUNITY DEVELOPMENT DIRECTORS

DISCRETION.

CITY PROJECT ENGINEER SIGNATURE DATE

PROJECT SITE

SHEET LIST TABLE

SHEET TITLE SHEET DESCRIPTION SHEET NUMBER

TS01 TITLE SHEET 1

GN01 EROSION CONTROL NOTES 2

GN02 EROSION CONTROL NOTES 3

GEC01 INITIAL GRADING & EROSION CONTROL PLAN 4

ECN01 EROSION CONTROL DETAILS 6

AGENCIES CONTACT INFORMATION:

VICINITY MAP

N.T.S.

MANITOU AVE.

HWY 24

FOUNTAIN CREEK

PROJECT SITE

EL PASO BLVD

12/13/2024 12:57 PM

Matrix.ctb S:\24.1289.003 Dillon Motel Park N Ride\500 CADD\504 Plan Sets\Construction Plans\GEC Plan\TS01.dwg

DILLON MOTEL - PARK-N-RIDE

MANITOU SPRINGS, COLORADO

GRADING AND EROSION CONTROL PLANS

TITLE SHEET

24.1289.003

KGI

KGI

MDF N/A

DECEMBER 2024

7 TS01

N/A

GEC02 INTERIM GRADING & EROSIONS CONTROL PLAN 5

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET No.

SHEET OF

X-Title-GEC

X-1289-EX-MAP

X-1289-EX-BASE

Know what's below.

before you dig.Call

R

BASIS OF BEARING

BENCHMARK

BEARINGS AARE BASED ON THE NORTHEAST LINE OF THAT PARCEL OF LAND DESCRIBED IN

THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 220201139 IN THE RECORDS OF

THE EL PASO COUNTY CLERK AND RECORDER'S OFFICE, MONUMENTED AT THE NORTHWEST

END BY A 1 INCH YELLOW PLASTIC CAP STAMPED "UP&E, LS 11624", AND AT THE SOUTHEAST END BY A 1 1/2 INCH ALUMINUM CAP STAMPED "DB&CO, PLS 37913", AND IS ASSUMED TO BEAR

SOUTH 71°01'02" EAST, A DISTANCE OF 117.20 FEET.

FIMS MONUMENT MU07 IS A 2-INCH DIAMETER ALUMINUM CAP STAMPED "CSU FIMS CONTROL

MU07" ON SOUTHEAST CORNER OF STORM SEWER INLET ON NORTH SIDE OF MANITOU AVENUE

AT 461 MANITOU AVENUE. ELEVATION WAS ESTABLISHED BY GPS OBSERVATIONS (GEOID 18B)

AND IS REFERENCED TO NGVD29 ELEVATION = 6,289.77 FEET. COORDINATE SYSTEM: NAD83

COLORADO STATE PLACE, CENTRAL ZONE, US SURVEY FOOT.

SHEET KEY

N

MANITOU AVE.

HWY 24

EL PASO BLVD.

FOUNTAIN CREEK

GENERAL CONSTRUCTION NOTES:

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE CITY OF MANITOU SPRINGS

SPECIFICATIONS, UNLESS NOTED OTHERWISE.

2. IT IS SUGGESTED THAT THE CONTRACTOR INITIATE A REQUEST TO THE COLORADO SPRINGS UTILITIES FOR ANY

CONSTRUCTION RELATED TEMPORARY ELECTRICAL POWER SOURCES AS SOON AS POSSIBLE. IN SOME

INSTANCES UP TO 30 DAYS MAY BE REQUIRED TO PROVIDE THE SOURCE.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE RE-ESTABLISHMENT OF ALL SURVEY MONUMENTS DISTURBED

WITHIN THE PROJECT LIMITS.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEIR OWN ESTIMATE OF EARTHWORK QUANTITIES.

5. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT, REPAIR, AND/OR REPLACE THE EXISTING STRUCTURES AS

NECESSARY TO RETURN THEM TO EXISTING CONDITIONS OR BETTER.

6. CONTRACTOR SHALL ADJUST AND/OR REMOVE AND REPLACE EXISTING PAVEMENT AS NECESSARY TO ASSURE

A SMOOTH FIT AND CONTINUOUS GRADE.

7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND AND ABOVE GROUND UTILITIES WITHIN AND ADJACENT TO THE SITE. PRIOR TO ANY EXCAVATION, CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 AT LEAST TWO WORKING DAYS PRIOR TO DIGGING. THE OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR THE PROTECTION OF ALL UTILITIES DURING THE WORK. ANY DAMAGE TO THE EXISTING UTILITIES WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AND ANY

SERVICE DISRUPTION WILL BE SETTLED BY THE CONTRACTOR.

9. ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS, VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL

GRADE.

GENERAL GRADING NOTES:

1. THE SITE SHALL BE STRIPPED A MINIMUM OF 0.5' BELOW EXISTING GRADE. STRIPPED TOPSOIL SHALL REMAIN

ONSITE IN THE DESIGNATED STOCKPILE LOCATIONS PER NPDES.

2. MAXIMUM CUT/FILL SLOPES SHALL NOT EXCEED 3:1, UNLESS OTHERWISE NOTED. ALL SLOPES MUST BE

PROTECTED FROM EROSION.

3. IF DURING THE OVERLOT GRADING PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE AN UNIDENTIFIED SITUATION IS PRESENT, THE SOILS ENGINEER SHALL BE CONTACTED FOR RECOMMENDATIONS.

4. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM FLOODING AT ALL TIMES. AREAS AND FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF WATER, SHALL BE PROMPTLY

DEWATERED AND RESTORED.

5. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION DURING CONSTRUCTION

ACTIVITIES AT ALL TIMES DURING GRADING AND CONSTRUCTION.

6. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE

CONTOURS AND SLOPES.

7. BENCHMARK VERIFICATION: CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT BENCHMARK(S), AND SHALL PROVIDE SURVEY NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO

COMMENCING CONSTRUCTION.

8. SPOT ELEVATIONS REPRESENT FLOW LINE OR FINISH GRADE UNLESS OTHERWISE NOTED.

9. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.

10. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.

TIMING

ANTICIPATED STARTING AND COMPLETION TIME PERIOD OF SITE GRADING:

AUGUST 2024 - JUNE 2025

EXPECTED DATE ON WHICH THE FINAL STABILIZATION WILL BE COMPLETED:

DECEMBER 2025

AREAS

TOTAL AREA OF THE SITE TO BE CLEARED, EXCAVATED OR GRADED:

0.43 ACRES

RECEIVING WATERS: FOUNTAIN CREEK

OPINION OF PROBABLE EROSION CONTROL COSTS

1. SILT FENCE 483 L.F. AT $3.00 = $ 1,449.00

2. SEDIMENT CONTROL LOG 78 L.F. AT $8.00 = $ 624.00

3. VEHICLE TRACKING CONTROL (1) EACH AT $3,085.00 = $ 3,085.00

4. WHEEL STOPS (108) EACH AT $79.00 = $ 8,532.00

$ 13,690.00

MAINTENANCE CONTINGENCY (40%) = $ 5,476.00

TOTAL = $ 19,166.00

MATRIX DESIGN GROUP, INC. CANNOT AND DOES NOT GUARANTEE THAT THE CONSTRUCTION COSTS WILL NOT VARY FROM THESE OPINIONS OF PROBABLE COSTS. THESE OPINIONS REPRESENT OUR BEST JUDGEMENT AS A DESIGN

PROFESSIONAL, FAMILIAR WITH THE CONSTRUCTION INDUSTRY AND THIS DEVELOPMENT.

GENERAL NOTES:

1. ANY LAND DISTURBANCE BY ANY OWNER, DEVELOPER, BUILDER, CONTRACTOR, OR OTHER PERSON SHALL COMPLY WITH THE BASIC GRADING, EROSION AND STORMWATER QUALITY CONTROL REQUIREMENTS BASED ON

THE CITY OF MANITOU SPRINGS STANDARDS AND CRITERIA.

2. NO CLEARING, GRADING, EXCAVATION, FILLING OR OTHER LAND DISTURBING ACTIVITIES SHALL BE PERMITTED UNTIL SIGNOFF AND ACCEPTANCE OF THE GRADING PLAN AND EROSION AND STORMWATER QUALITY CONTROL

PLAN IS RECEIVED FROM ENGINEERING DEVELOPMENT REVIEW.

3. SEDIMENT TRANSPORTED ONTO A PUBLIC ROAD, REGARDLESS OF THE SIZE OF THE SITE,

SHALL BE CLEANED IMMEDIATELY.

4. THE GRADING AND EROSION CONTROL PLANS WILL BE SUBJECT TO RE-REVIEW AND RE-ACCEPTANCE BY ENGINEER OF RECORD SHOULD ANY OF THE FOLLOWING OCCUR: GRADING DOES NOT COMMENCE WITHIN TWELVE (12) MONTHS OF THE CITY ENGINEER'S ACCEPTANCE OF THE PLAN, A CHANGE IN PROPERTY

OWNERSHIP, PROPOSED DEVELOPMENT CHANGES, OR PROPOSED GRADING REVISIONS.

5. THE PLAN SHALL NOT SUBSTANTIALLY CHANGE THE DEPTH OF COVER, OR ACCESS TO EXISTING UTILITY FACILITIES. ACCEPTANCE OF THIS PLAN DOES NOT CONSTITUTE APPROVAL TO GRADE IN ANY UTILITY EASEMENT OR RIGHT OF WAY. APPROVALS TO GRADE WITHIN UTILITY EASEMENTS MUST BE OBTAINED FROM THE APPROPRIATE UTILITY COMPANY. IT IS NOT PERMISSIBLE FOR ANY PERSON TO MODIFY THE GRADE OF THE EARTH ON ANY COLORADO SPRINGS UTILITIES EASEMENT OR UTILITY RIGHT-OF-WAY WITHOUT THEIR WRITTEN APPROVAL. THE PLAN SHALL NOT INCREASE OR DIVERT WATER TOWARDS UTILITY FACILITIES. ANY CHANGES TO EXISTING UTILITY FACILITIES TO ACCOMMODATE THE PLAN MUST BE APPROVED BY THE AFFECTED UTILITY OWNER PRIOR TO IMPLEMENTING THE PLAN. THE RESULTING COST TO RELOCATE OR PROTECT EXISTING

UTILITIES OR TO PROVIDE INTERIM ACCESS IS AT THE EXPENSE OF THE PLAN APPLICANT.

6. NON-STRUCTURAL EROSION CONTROL MEASURES THAT ARE NOT DESIGNATED WITHIN THE PLAN SET ARE

STREET SWEEPING, LANDSCAPING AND VEGETATIVE BUFFER STRIPS.

NRCS SOIL SURVEY FOR EL PASO COUNTY

HYDROLOGIC

SOIL ID NO. SOIL TYPE CLASSIFICATION

20 CONNERTON-ROCK OUTCROP D

COMPLEX (8% TO 90% SLOPES)

101 USTIC TORRIFLUVENTS, LOAMY B

12/13/2024 12:57 PM

Matrix.ctb S:\24.1289.003 Dillon Motel Park N Ride\500 CADD\504 Plan Sets\Construction Plans\GEC Plan\TS01.dwg

DILLON MOTEL - PARK-N-RIDE

MANITOU SPRINGS, COLORADO

GRADING AND EROSION CONTROL PLANS

EROSION CONTROL NOTES

24.1289.003

KGI

KGI

MDF N/A

DECEMBER 2024

7 GN01

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET No.

SHEET OF

X-Title-GEC

X-1289-EX-MAP

X-1289-EX-BASE

Know what's below.

before you dig.Call

R

BASIS OF BEARING

BENCHMARK

BEARINGS AARE BASED ON THE NORTHEAST LINE OF THAT PARCEL OF LAND DESCRIBED IN

THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 220201139 IN THE RECORDS OF

THE EL PASO COUNTY CLERK AND RECORDER'S OFFICE, MONUMENTED AT THE NORTHWEST

END BY A 1 INCH YELLOW PLASTIC CAP STAMPED "UP&E, LS 11624", AND AT THE SOUTHEAST END BY A 1 1/2 INCH ALUMINUM CAP STAMPED "DB&CO, PLS 37913", AND IS ASSUMED TO BEAR

SOUTH 71°01'02" EAST, A DISTANCE OF 117.20 FEET.

FIMS MONUMENT MU07 IS A 2-INCH DIAMETER ALUMINUM CAP STAMPED "CSU FIMS CONTROL

MU07" ON SOUTHEAST CORNER OF STORM SEWER INLET ON NORTH SIDE OF MANITOU AVENUE

AT 461 MANITOU AVENUE. ELEVATION WAS ESTABLISHED BY GPS OBSERVATIONS (GEOID 18B)

AND IS REFERENCED TO NGVD29 ELEVATION = 6,289.77 FEET. COORDINATE SYSTEM: NAD83

COLORADO STATE PLACE, CENTRAL ZONE, US SURVEY FOOT.

SHEET KEY

N

MANITOU AVE.

HWY 24

EL PASO BLVD.

FOUNTAIN CREEK

CFS CUBIC FEET PER SECOND

BOULEVARDBLVD

BTM BOTTOM

AVERAGEAVG

OFFSETO/S

LP LOW POINT

VERTICAL CURVEVC

SIDEWALKSW or S/W

TANGENTTAN

RIGHT-OF-WAYROW

PRC POINT OF REVERSE CURVE

POINT OF CURB RETURNPCR

PC POINT OF CURVATURE

LEFTLT

LANELN

HYDRAULIC GRADE LINEHGL

FLARED END SECTIONFES

EASEMENTESMT

EGL ENERGY GRADE LINE

CDOT COLORADO DEPARTMENT OF TRANSPORTATION

POINT OF VERTICAL TANGENTPVT

POINT OF TANGENCYPT

UTILITYUTIL

POINT OF VERTICAL INTERSECTIONPVI

POINT OF COMPOUND CURVEPCC

VERTICAL CURVE FACTORK

ASSY

ASTM

APPROX

CEN

C or CLL

CONC

CONST

CONT

DIA

DWG

ELEV or EL

EX or EXIST

F or FL

FLG

FT

HORIZ

INV

LF

MH

MIN

MJ

NTS

P or P/LL

PVC

R or RAD

PR

PVMT

RED

REF

REQ

REV

STA

STD

TB

TYP

UG

VERT

W w/

ASSEMBLY

AMERICAN SOCIETY OF TESTING AND MATERIALS

APPROXIMATE or APPROXIMATELY

CENTER

CENTERLINE

CONCRETE

CONSTRUCTION

CONTINUOUS

DIAMETER

DRAWING

ELEVATION

EXISTING

FLOWLINE

FLANGE

FOOT/FEET

HORIZONTAL

INVERT

LINEAR FEET

MANHOLE

MINIMUM

MECHANICAL JOINT

NOT TO SCALE

PROPERTY LINE

PROPOSED

POINT OF VERTICAL CURVE or POLYVINYL CHLORIDE

PAVEMENT

RADIUS

REDUCER

REFERENCE

REQUIRED

REVISION

STATION

STANDARD

THRUST BLOCK

TYPICAL

UNDERGROUND

VERTICAL

WIDTH

WITH

ABBREVIATIONS

AVENUEAVE

EACHEA

HP HIGH POINT

HORIZONTAL CONTROL LINEHCL

MAX MAXIMUM

RCP REINFORCED CONCRETE PIPE

RT RIGHT

SS SANITARY SEWER

ST STREET

SD STORM SEWER

SANITARY SEWERSAN-SEW

TOP BACK OF CURBTBC

PROPOSED CURB & GUTTER

EXISTING CURB & GUTTER

EXISTING SIGN

EXISTING STORM INLET

PROPOSED CENTERLINE

EXISTING WATER VALVE

EXISTING STORM MANHOLE

SYMBOLS

EXISTING POWER POLE

EXISTING PAVED ROAD

FIRE HYDRANT

EXISTING SANTARY MANHOLE

STANDARD GEC PLAN NOTES:

1. NO CLEARING, GRADING, EXCAVATION, OR OTHER LAND DISTURBING ACTIVITIES SHALL BE ALLOWED (EXCEPT FOR WORK DIRECTLY RELATED TO THE INSTALLATION OF INITIAL CONTROL MEASURES) UNTIL A CITY GEC PERMIT HAS BEEN ISSUED.

2. ALL LAND DISTURBING ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH AND THE APPROVED GEC PLAN AND CSWMP.

3. INITIAL CONTROL MEASURES SHALL BE INSTALLED AND INSPECTED PRIOR TO ANY LAND DISTURBANCE ACTIVITIES TAKING PLACE. AN INITIAL SITE INSPECTION WILL NOT BE SCHEDULED UNTIL A CITY GEC PERMIT HAS BEEN "CONDITIONALLY APPROVED." CALL CITY STORMWATER INSPECTIONS, 385-5980, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO SCHEDULE AN INITIAL INSPECTION AND OBTAIN FULL PERMIT APPROVAL.

4. INDIVIDUALS SHALL COMPLY WITH THE "COLORADO WATER QUALITY CONTROL ACT" (TITLE 25, ARTICLE 8, CRS) AND THE "CLEAN WATER ACT" (33 USC 1344), INCLUDING REGULATIONS PROMULGATED AND CERTIFICATIONS OR PERMITS ISSUED, IN ADDITION TO THE REQUIREMENTS INCLUDED IN THE CITY'S MS4 PERMIT, STORMWATER CONSTRUCTION MANUAL. IN THE EVENT OF CONFLICTS BETWEEN THESE REQUIREMENTS AND WATER QUALITY CONTROL LAWS, RULES, OR REGULATIONS OF OTHER FEDERAL OR STATE AGENCIES, THE MORE RESTRICTIVE LAWS, RULES, OR REGULATIONS SHALL

APPLY.

5. STORMWATER DISCHARGES FROM CONSTRUCTION SITES SHALL NOT CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR DEGRADATION OF STATE WATERS. ALL WORK AND EARTH DISTURBANCE SHALL BE DONE IN A MANNER THAT MINIMIZES PPOLLUTION OF ANY ON-SITE

OR OFF-SITE WATERS, INCLUDING WETLANDS.

6. ALL CONSTRUCTION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION MEASURES ARE IMPLEMENTED. TEMPORARY

CONSTRUCTION CONTROL MEASURES MUST BE REMOVED PRIOR TO PERMIT CLOSEOUT.

7. CONCRETE WASH WATER SHALL NOT BE DISCHARGED TO OR ALLOWED TO RUNOFF TO STATE WATERS OR ANY SURFACE OR SUBSURFACE STORM

DRAINAGE SYSTEM OR FACILITIES.

8. BUILDING, CONSTRUCTION, EXCAVATION, OR OTHER WASTE MATERIALS SHALL NOT BE TEMPORARILY PLACED OR STORED IN THE STREET, ALLEY, OR OTHER PUBLIC WAY, UNLESS IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. CONSTRUCTION CONTROL MEASURES MAY BE REQUIRED BY THE GEC INSPECTOR IF DEEMED NECESSARY BASED ON SPECIFIC CONDITIONS AND CIRCUMSTANCES (E.G., ESTIMATED TIME OF EXPOSURE, SEASON OF THE YEAR, ETC.).

9. ALL WASTES COMPOSED OF BUILDING MATERIALS MUST BE REMOVED FROM THE CONSTRUCTION SITE FOR DISPOSAL IN ACCORDANCE WITH LOCAL AND STATE REGULATORY REQUIREMENTS. NO BUILDING MATERIAL WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURIED, DUMPED, OR

DISCHARGED AT THE SITE.

10. THE PERMITTEE SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS, DIRT, TRASH, ROCK, SEDIMENT, AND SAND THAT MAY ACCUMULATE IN THE STORM SEWER OR OTHER DRAINAGE CONVEYANCE SYSTEM AS A RESULT OF CONSTRUCTION ACTIVITIES.

11. THE QUANTITY OF MATERIALS STORED ON THE PROJECT SITE SHALL BE LIMITED, AS MUCH AS PRACTICAL, TO THAT QUANTITY REQUIRED TO PERFORM THE WORK IN AN ORDERLY SEQUENCE. ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR ORIGINAL CONTAINERS, WITH ORIGINAL MANUFACTURER'S LABELS. MATERIALS SHALL NOT BE STORED IN A LOCATION WHERE THEY MAY BE CARRIED

BY STORMWATER RUNOFF INTO THE STORM SEWER SYSTEM AT ANY TIME.

12. SPILL PREVENTION AND CONTAINMENT MEASURES SHALL BE USED AT ALL STORAGE, EQUIPMENT FUELING, AND EQUIPMENT SERVICING AREAS SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM ENTERING THE MS4, INCLUDING ANY SURFACE OR SUBSURFACE STORM DRAINAGE SYSTEM OR FACILITY. BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND OTHER CHEMICALS SHALL HAVE SECONDARY CONTAINMENT OR EQUIVALENT ADEQUATE PROTECTION. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, OR CONTAINED UNTIL APPROPRIATE CLEANUP METHODS CAN BE EMPLOYED. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE FOLLOWED, ALONG WITH PROPER DISPOSAL METHODS.

13. SEDIMENT (MUD AND DIRT) TRANSPORTED ONTO A PUBLIC ROAD, REGARDLESS OF THE SIZE OF THE SITE, SHALL BE CLEANED AS SOON AS POSSIBLE

AFTER DISCOVERY.

14. NO CHEMICALS ARE TO BE ADDED TO THE DISCHARGE UNLESS PERMISSION FOR THE USE OF A SPECIFIC CHEMICAL IS GRANTED BY THE STATE. IN GRANTING THE USE OF SUCH CHEMICALS, SPECIAL CONDITIONS AND MONITORING MAY BE REQUIRED.

15. CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN FOURTEEN (14) CALENDAR DAYS AFTER FINAL GRADING OR FINAL LAND DISTURBANCE HAS BEEN COMPLETED. DISTURBED AREAS WHICH ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS SHALL BE ROUGHENED, MULCHED, TACKIFIED, OR STABILIZED WITH TARPS WITHIN FOURTEEN (14) DAYS AFTER INTERIM GRADING. AN AREA THAT IS GOING TO REMAIN IN AN INTERIM STATE FOR MORE THAN SIXTY (60) DAYS SHALL ALSO BE SEEDED, UNLESS AN ALTERNATIVE STABILIZATION MEASURE IS ACCEPTED AT THE INSPECTOR'S DISCRETION. ALL TEMPORARY CONSTRUCTION CONTROL MEASURES SHALL BE MAINTAINED UNTIL FINAL STABILIZATION IS ACHIEVED.

16. THE GEC PLAN WILL BE SUBJECT TO RE-REVIEW AND RE-ACCEPTANCE BY THE STORMWATER ENTERPRISE SHOULD ANY OF THE FOLLOWING OCCUR:

GRADING DOES NOT COMMENCE WITHIN TWELVE (12) MONTHS OF THE CITY'S ACCEPTANCE OF THE PLAN, THE CONSTRUCTION SITE IS IDLE FOR TWELVE (12) CONSECUTIVE MONTHS, A CHANGE IN PROPERTY OWNERSHIP OCCURS, THE PLANNED DEVELOPMENT CHANGES, OR ANY OTHER MAJOR

MODIFICATIONS ARE PROPOSED AS DEFINED IN THE STORMWATER CONSTRUCTION MANUAL.

17. IT IS NOT PERMISSIBLE FOR ANY PERSON TO MODIFY THE GRADE OF THE EARTH ON ANY UTILITY EASEMENT OR UTILITY RIGHT-OF-WAY WITHOUT WRITTEN APPROVAL FROM THE UTILITY OWNER. CITY ACCEPTANCE OF THE GEC PLAN AND CSWMP DOES NOT SATISFY THIS REQUIREMENT. THE PLAN SHALL NOT INCREASE OR DIVERT WATER TOWARDS UTILITY FACILITIES. ANY CHANGES TO EXISTING UTILITY FACILITIES TO ACCOMMODATE THE PLAN MUST BE APPROVED BY THE AFFECTED UTILITY OWNER PRIOR TO IMPLEMENTING THE PLAN. THE COST TO RELOCATE OR PROTECT EXISTING

UTILITIES OR TO PROVIDE INTERIM ACCESS SHALL BE AT THE APPLICANT'S EXPENSE.

18. APPLICANT REPRESENTS AND WARRANTS THAT THEY HAVE THE LEGAL AUTHORITY TO GRADE AND/OR CONSTRUCT IMPROVEMENTS ON ADJACENT PROPERTY. THE CITY HAS NOT REVIEWED THE DEVELOPER'S AUTHORITY TO MODIFY ADJACENT PROPERTY. AN APPROVED GEC PERMIT DOES NOT

PROVIDE APPROVAL FOR THE APPLICANT TO PERFORM WORK ON ADJACENT PROPERTY.

19. ALL UTILITY INSTALLATIONS WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE COVERED UNDER THIS PLAN. LOCATIONS OF UTILITIES WITHIN THE LIMITS OF DISTURBANCE MAY BE MODIFIED AFTER PLAN APPROVAL AS A FIELD CHANGE. UTILITY INSTALLATIONS RELATED TO THE PRIVATE DEVELOPMENT THAT EXTEND BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THIS PLAN ARE CONSIDERED TO BE PART OF THE LARGER DEVELOPMENT, AND THEREFORE REQUIRE A PLAN MODIFICATION OR SEPARATE PLAN FOR THE ADDITIONAL DISTURBANCE AREA.

PROPOSED CONTOURS

EXISTING CONTOURS

LIMITS OF DISTURBANCE/

CONSTRUCTION SITE BOUNDARY

PROJECT BOUNDARY LINE

EX UNDERGROUND ELECTRIC

EX UNDERGROUND CABLE TV

EX UNDERGROUND GAS

EX SANITARY SEWER

EX UNDERGROUND TELECOM

EX WATER

EX WATER 8" CIP

EX WATER 30" DIP

12/13/2024 12:57 PM

Matrix.ctb S:\24.1289.003 Dillon Motel Park N Ride\500 CADD\504 Plan Sets\Construction Plans\GEC Plan\TS01.dwg

DILLON MOTEL - PARK-N-RIDE

MANITOU SPRINGS, COLORADO

GRADING AND EROSION CONTROL PLANS

EROSION CONTROL NOTES

24.1289.003

KGI

KGI

MDF N/A

DECEMBER 2024

7 GN02

UVE

C

UVF

ETWV

EM

SS

EM

GM

GM

C

UVC

EM

W

WV

UVC

G

CO

CO

CO

CO

401359 6217.18

MISC NOTE - MISC /UTILITY-GREEN-2X4

401363 6217.85

MISC NOTE - MISC /TOP-CONC-LID

CO

MANITOU AVE.

(ROW. VARIES)

FOUNTAIN CREEK

EX. TYPE 2

CURB& GUTTER

EX. BUILDING TO REMAIN

EX. TYPE 2

CURB& GUTTER

SCHEDULE NO: 7404410024

OWNER: CITY OF MANITOU SPRINGS

ADDRESS: 142 MANITOU AVENUE

SCHEDULE NO: 7404410035

OWNER: CITY OF MANITOU SPRINGS

ADDRESS: 134 MANITOU AVENUE

SCHEDULE NO: 7404410036

OWNER: CITY OF MANITOU SPRINGS

ADDRESS: 132 MANITOU AVENUE

SCHEDULE NO: 7404410042

OWNER: MY HOUSING LLC.

ADDRESS: 120 MANITOU AVENUE

EX. CHAINLINK

FENCE

PROP CONSTRUCTION

FENCE

PROP CONSTRUCTION

FENCE

PROP CONSTRUCTION

FENCE

EX. FENCE

EX. CHAINLINK

FENCE

23 62

6221 6221 6220

15 62

62236224

EX. UNPAVED

ACCESS ROAD

EX. 45.00'

DRIVEWAY

EX. 35.00'

DRIVEWAY

.25

.7

5%

.6

0%

54.81%

.0

8%

4.7%

5.1%

FEMA FLOODPLAIN

ZONE A

FEMA FLOODPLAIN

ZONE A

FEMA FLOODPLAIN

ZONE X

FEMA FLOODPLAIN

ZONE AE

PROPERTY BOUNDARY

PROPERTY

BOUNDARY

PROPERTY

BOUNDARY

PROPERTY

BOUNDARY

PROP SILT

FENCE

EXISTING TREES (10)

TO REMAIN

EDGE OF EXISTING

PAVEMENT

LIMITS OF

DISTURBANCE

EDGE OF EXISTING

PAVEMENT

EX. ±10' WIDE

RIPRAP RUNDOWN

CONSTRUCTION SITE

ENTRANCE GATE

EX. DRIVEWAY

EX. GRAVEL PARKING

& DRIVE AREA

PROP CONSTRUCTION

FENCE

DENVER & RIO GRAND

WESTERN RAILROAD

(ROW VARIES)

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET No.

SHEET OF

X-1289-EX-BASE

X-1289-EX-MAP

X-Title-GEC

X-1289-EX-UTLS

X-FEMA

Know what's below.

before you dig.Call

R

BASIS OF BEARING

BENCHMARK

BEARINGS AARE BASED ON THE NORTHEAST LINE OF THAT PARCEL OF LAND DESCRIBED IN

THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 220201139 IN THE RECORDS OF

THE EL PASO COUNTY CLERK AND RECORDER'S OFFICE, MONUMENTED AT THE NORTHWEST

END BY A 1 INCH YELLOW PLASTIC CAP STAMPED "UP&E, LS 11624", AND AT THE SOUTHEAST END BY A 1 1/2 INCH ALUMINUM CAP STAMPED "DB&CO, PLS 37913", AND IS ASSUMED TO BEAR

SOUTH 71°01'02" EAST, A DISTANCE OF 117.20 FEET.

FIMS MONUMENT MU07 IS A 2-INCH DIAMETER ALUMINUM CAP STAMPED "CSU FIMS CONTROL

MU07" ON SOUTHEAST CORNER OF STORM SEWER INLET ON NORTH SIDE OF MANITOU AVENUE

AT 461 MANITOU AVENUE. ELEVATION WAS ESTABLISHED BY GPS OBSERVATIONS (GEOID 18B)

AND IS REFERENCED TO NGVD29 ELEVATION = 6,289.77 FEET. COORDINATE SYSTEM: NAD83

COLORADO STATE PLACE, CENTRAL ZONE, US SURVEY FOOT.

SHEET KEY

N

MANITOU AVE.

HWY 24

EL PASO BLVD.

FOUNTAIN CREEK

12/13/2024 12:57 PM

S:\24.1289.003 Dillon Motel Park N Ride\500 CADD\504 Plan Sets\Construction Plans\GEC Plan\GEC01.dwg

DILLON MOTEL - PARK-N-RIDE

MANITOU SPRINGS, COLORADO

GRADING AND EROSION CONTROL PLANS

PRELIMINARY GRADING & EROSION CONTROL PLAN

22.1289.001

WAN

WAN

MDF N/A

OCTOBER, 2024

5 GEC01

1"=20'

VEHICLE TRACKING

CONTROL

SILT FENCE

EROSION CONTROL LEGEND

PROPOSED CONTOURS

SEDIMENT CONTROL LOG

EXISTING CONTOURS

SLOPE LABEL1.0%

HIGH POINT / LOW POINT

STOCKPILE MANAGEMENT /

STABILIZED STAGING AREA

LIMITS OF DISTURBANCE/

PROPOSED OVERLAND FLOW

CONSTRUCTION SITE BOUNDARY

PROJECT BOUNDARY LINE

EX UNDERGROUND ELECTRIC

EX UNDERGROUND CABLE TV

EX UNDERGROUND GAS

EX SANITARY SEWER

EX UNDERGROUND TELECOM

EX WATER

EX WATER 8" CIP

EXISTING OVERLAND FLOW

PROPOSED CONSTRUCTION FENCE (CHAIN LINK)

FEMA FLOODPLAIN LIMITS

GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRY AND WET UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY ISSUES. UTILITY RELOCATION MAY BE

REQUIRED.

2. STRIP AND STOCKPILE TOPSOIL FROM GRADING AREAS. USE STOCKPILED TOPSOIL AND IMPORTED

TOPSOIL AS NECESSARY FOR SURFACE RESTORATION.

3. STOCKPILE LOCATION WILL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH THE COLORADO SPRINGS STORM WATER CRITERIA MANUAL. STOCKPILE LOCATIONS TO BE DETERMINED

BY THE CONTRACTOR MUST NOT RESULT IN ADDITIONAL LAND DISTURBANCE.

4. GRADE AREAS AT SITE PERIMETER TO MATCH GRADES OF ADJACENT PROPERTIES.

5. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PROPERLY IN ACCORDANCE WITH APPLICABLE

REGULATIONS.

6. PROVIDE TEMPORARY GRADING FEATURES SUCH AS BERMS, SWALES, SUMPS AND BASINS TO

MANAGE INTERIM STORM WATER RUNOFF DURING THE CONSTRUCTION PROCESS. STORM WATER

RUNOFF LEAVING THE SITE SHALL MEET ALL FEDERAL, STATE AND LOCAL QUALITY REGULATIONS.

7. ALL DISTURBED AREAS TO BE RE-SEEDED OR LANDSCAPED PER LANDSCAPE PLAN. FINAL

STABILIZATION WILL BE IN ACCORDANCE TO THE LANDSCAPE PLAN.

8. CONTOURS ARE AT A 1.0' MINOR 5.0' MAJOR INTERVAL.

9. FREQUENT OBSERVATIONS AND MAINTENANCE OF NONSTRUCTURAL CONTROL MEASURES WILL BE

PERFORMED TO ENSURE NO SEDIMENT LEAVES THE SITE. STREET SWEEPING WILL OCCUR AS

REQUIRED TO KEEP SURROUNDING STREETS CLEAN.

10. THERE ARE NO PRESERVATION EASEMENTS ON THIS SITE.

11. THERE IS NO ASPHALT, CONCRETE ASPHALT PLANTS, OR MASONRY MIX STATIONS NEEDED FOR THE

PROJECT.

12. THIS SITE IS A TRIBUTARY AREA TO FOUNTAIN CREEK.

13. THERE ARE NO GEO HAZARDS FOR THIS PROJECT PER GEOTECHNICAL INVESTIGATION FOR ATLAS

MIDDLE SCHOOL ADDITION PREPARED BY CTL THOMPSON, DATED OCTOBER 13, 2023.

14. THE SITE IS NOT LOCATED WITHIN A STREAM SIDE ZONE NOR IS IT LOCATED WITHIN ANY REGULATORY FLOODWAY OR FLOODPLAIN. SEE FIRM PANEL #08041C0707G EFFECTIVE DECEMBER 7, 2018.

15. TOTAL AREA OF THE SITE WHERE ANY CONSTRUCTIVE ACTIVITY IS EXPECTED TO RESULT IN LAND

DISTURBANCE OF THE GROUND SURFACE: 3.20 ACRES.

CHECK DAM

PORTABLE TOILET

AutoCAD SHX Text

SM

AutoCAD SHX Text

SF

AutoCAD SHX Text

SCL

AutoCAD SHX Text

SF

AutoCAD SHX Text

SCL

AutoCAD SHX Text

CD

AutoCAD SHX Text

PT

AutoCAD SHX Text

SSA

AutoCAD SHX Text

VTC

AutoCAD SHX Text

SF

AutoCAD SHX Text

VTC

AutoCAD SHX Text

SCL

AutoCAD SHX Text

LP

AutoCAD SHX Text

HP

AutoCAD SHX Text

SSA

AutoCAD SHX Text

SM

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

60 FT

AutoCAD SHX Text

1" = 20' SCALE BAR

AutoCAD SHX Text

CD

AutoCAD SHX Text

PT

19.55

FFE 19.55

EX. BUILDING

FFE= 6219.55

7.6%

EX. BUILDING

FFE= 6220.60

20.00'

FL 19.47

20.00' 20.00' 20.00'

8.00'

13.50' 10.00'

6.00'

10.00'

TBC 19.96

FL 19.47

20.03

19.60

19.14

19.47 19.34

0.9% 0.6%

0.5%

6.00'

5.00'

1.

3%

FL 19.47

FFE 19.55

19.10

19.14

1.

3%

1.

5%

19.10 19.06

19.10

PROP 2' WIDE CONCRETE

CHASE

PROP ADA RAMP

PROP WOODEN

SPLIT RAIL FENCE

19.34

1.

1%

4.5%

MANITOU AVE.

(ROW. VARIES)

FOUNTAIN CREEK

9.00'

.0

0'

9.00'

18.00' 9.00'

.0

0'

9.00'

.0

0'

9.00'

.0

0'

9.00'

.0

0'

9.00'

.0

0'

.0

0'

24.00'

.0

0'

.0

0'

24.00' 20 .0

0'

.0

0'

6217 6216

216223

1578 SF

EX BUILDING

FFE 6219.55

634 SF

EX BUILDING

FFE 6220.60

24.00'

.0

0'

.0

0'

EX. TYPE 2

CURB& GUTTER

EX. CHAINLINK

FENCE TO BE REMOVED

PROP WOOD SPLIT

RAIL FENCE

PROP WOOD SPLIT

RAIL FENCE

PROP WOOD SPLIT

RAIL FENCE

EX. CHAINLINK

FENCE TO BE

REMOVED

EX. UNPAVED

ACCESS ROAD

EX. 35.00'

DRIVEWAY

TO REMAIN

FEMA FLOODPLAIN

ZONE A

FEMA FLOODPLAIN

ZONE X

FEMA FLOODPLAIN

ZONE AE

PROPERTY BOUNDARY

PROPERTY

BOUNDARY

PROPERTY

BOUNDARY

PROPERTY

BOUNDARY

PROP WOOD SILT

RAIL FENCE

EXISTING SIBERIAN ELM

TREES (10)TO REMAIN

LIMITS OF

DISTURBANCE

EX. EDGE OF EXISTING

PAVEMENT

EX. ±10' WIDE

RIPRAP RUNDOWN

EX. 45' DRIVEWAY FOR

CONSTRUCTION USE

ONLY

EX. GRAVEL PARKING

& DRIVE AREA

PROP CONCRETE HANDICAP

PARKING STALLS - SEE INSERT

THIS SHEET FOR DETAIL

FEMA FLOODPLAIN

ZONE A

ADA ROUTE TO BUS

STOP AT 142 MANITOU

AVE, MANITOU SPRINGS,

CO 80829

EXISTING 7'

CONCRETE SIDEWALK

PROP 6.0' CONCRETE

SIDEWALK TO TIE INTO

EXISTING SIDEWALK

PROP WOOD SPLIT

RAIL FENCE

EXISTING TREE

TO REMAIN

MAINTAIN MIN. 24.0'

DRIVE AISLE

EX. CHAINLINK FENCE

TO BE REMOVED

SCHEDULE NO: 7404410024

OWNER: CITY OF MANITOU SPRINGS

ADDRESS: 142 MANITOU AVENUE

SCHEDULE NO: 7404410035

OWNER: CITY OF MANITOU SPRINGS

ADDRESS: 134 MANITOU AVENUE

SCHEDULE NO: 7404410036

OWNER: CITY OF MANITOU SPRINGS

ADDRESS: 132 MANITOU AVENUE

SCHEDULE NO: 7404410042

OWNER: MY HOUSING LLC.

ADDRESS: 120 MANITOU AVENUE

EX. CHAINLINK FENCE

TO BE REMOVED

EX. CHAINLINK FENCE

TO BE REMOVED

EX. CHAINLINK FENCE

TO BE REMOVED

PROP WOOD SPLIT

RAIL FENCE

2.60%

4.77% 0.

4.

10:1

EX. CHAINLINK FENCE

TO BE REMOVED

PROPOSED CHAIN LINK

FENCE FOR STAGING

AREA PROTECTION

10' BUILDING

SETBACK

15' LANDSCAPE

SETBACK

10' BUILDING

SETBACK

10' BUILDING

SETBACK

10' BUILDING

SETBACK

15' LANDSCAPE

SETBACK

PROP BOLLARD (6) SEE

SHEET 7 FOR DETAIL

PROP 6" VERTICAL SPILL CURB

SEE SHEET 7 FOR DETAIL

HORIZ.

VERT.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SCALE DATE ISSUED: DRAWING No.

SEAL

FOR AND ON BEHALF OF

MATRIX DESIGN GROUP, INC.

PROJECT No.

PREPARED BY:

REFERENCE

DRAWINGS

FILE NAME:

CTB FILE:

PLOT DATE:

THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.

COMPUTER FILE MANAGEMENT

No. DATE DESCRIPTION BY

REVISIONS

SHEET No.

SHEET OF

X-Title-GEC

X-1289-EX-BASE

X-1289-EX-MAP

X-1289-PR-TEMP_SITE

Know what's below.

before you dig.Call

R

BASIS OF BEARING

BENCHMARK

BEARINGS AARE BASED ON THE NORTHEAST LINE OF THAT PARCEL OF LAND DESCRIBED IN

THE SPECIAL WARRANTY DEED RECORDED AT RECEPTION NO. 220201139 IN THE RECORDS OF

THE EL PASO COUNTY CLERK AND RECORDER'S OFFICE, MONUMENTED AT THE NORTHWEST

END BY A 1 INCH YELLOW PLASTIC CAP STAMPED "UP&E, LS 11624", AND AT THE SOUTHEAST END BY A 1 1/2 INCH ALUMINUM CAP STAMPED "DB&CO, PLS 37913", AND IS ASSUMED TO BEAR

SOUTH 71°01'02" EAST, A DISTANCE OF 117.20 FEET.

FIMS MONUMENT MU07 IS A 2-INCH DIAMETER ALUMINUM CAP STAMPED "CSU FIMS CONTROL

MU07" ON SOUTHEAST CORNER OF STORM SEWER INLET ON NORTH SIDE OF MANITOU AVENUE

AT 461 MANITOU AVENUE. ELEVATION WAS ESTABLISHED BY GPS OBSERVATIONS (GEOID 18B)

AND IS REFERENCED TO NGVD29 ELEVATION = 6,289.77 FEET. COORDINATE SYSTEM: NAD83

COLORADO STATE PLACE, CENTRAL ZONE, US SURVEY FOOT.

SHEET KEY

N

MANITOU AVE.

HWY 24

EL PASO BLVD.

FOUNTAIN CREEK

12/13/2024 12:57 PM

S:\24.1289.003 Dillon Motel Park N Ride\500 CADD\504 Plan Sets\Construction Plans\GEC Plan\GEC02.dwg

DILLON MOTEL - PARK-N-RIDE

MANITOU SPRINGS, COLORADO

GRADING AND EROSION CONTROL PLANS

INTERIM GRADING & EROSIONS CONTROL PLAN

24.1289.003

KGI

KGI

MDF N/A

DECEMBER 2024

7 GEC02

N/A

VEHICLE TRACKING

CONTROL

SILT FENCE

EROSION CONTROL LEGEND

PROPOSED CONTOURS

SEDIMENT CONTROL LOG

EXISTING CONTOURS

SLOPE LABEL1.0%

HIGH POINT / LOW POINT

STOCKPILE MANAGEMENT /

STABILIZED STAGING AREA

LIMITS OF DISTURBANCE/

PROPOSED OVERLAND FLOW

CONSTRUCTION SITE BOUNDARY

PROJECT BOUNDARY LINE

EX UNDERGROUND ELECTRIC

EX UNDERGROUND CABLE TV

EX UNDERGROUND GAS

EX SANITARY SEWER

EX UNDERGROUND TELECOM

EX WATER

EX WATER 8" CIP

EXISTING OVERLAND FLOW

PROPOSED WOOD SPLIT RAIL FENCE

FEMA FLOODPLAIN LIMITS

GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRY AND WET UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY ISSUES. UTILITY RELOCATION MAY BE

REQUIRED.

2. STRIP AND STOCKPILE TOPSOIL FROM GRADING AREAS. USE STOCKPILED TOPSOIL AND IMPORTED

TOPSOIL AS NECESSARY FOR SURFACE RESTORATION.

3. STOCKPILE LOCATION WILL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH THE COLORADO SPRINGS STORM WATER CRITERIA MANUAL. STOCKPILE LOCATIONS TO BE DETERMINED

BY THE CONTRACTOR MUST NOT RESULT IN ADDITIONAL LAND DISTURBANCE.

4. GRADE AREAS AT SITE PERIMETER TO MATCH GRADES OF ADJACENT PROPERTIES.

5. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PROPERLY IN ACCORDANCE WITH APPLICABLE

REGULATIONS.

6. PROVIDE TEMPORARY GRADING FEATURES SUCH AS BERMS, SWALES, SUMPS AND BASINS TO

MANAGE INTERIM STORM WATER RUNOFF DURING THE CONSTRUCTION PROCESS. STORM WATER

RUNOFF LEAVING THE SITE SHALL MEET ALL FEDERAL, STATE AND LOCAL QUALITY REGULATIONS.

7. ALL DISTURBED AREAS TO BE RE-SEEDED OR LANDSCAPED PER LANDSCAPE PLAN. FINAL

STABILIZATION WILL BE IN ACCORDANCE TO THE LANDSCAPE PLAN.

8. CONTOURS ARE AT A 1.0' MINOR 5.0' MAJOR INTERVAL.

9. FREQUENT OBSERVATIONS AND MAINTENANCE OF NONSTRUCTURAL CONTROL MEASURES WILL BE

PERFORMED TO ENSURE NO SEDIMENT LEAVES THE SITE. STREET SWEEPING WILL OCCUR AS

REQUIRED TO KEEP SURROUNDING STREETS CLEAN.

10. THERE ARE NO PRESERVATION EASEMENTS ON THIS SITE.

11. THERE IS NO ASPHALT, CONCRETE ASPHALT PLANTS, OR MASONRY MIX STATIONS NEEDED FOR THE

PROJECT.

12. THIS SITE IS A TRIBUTARY AREA TO FOUNTAIN CREEK.

13. THERE ARE GEO HAZARDS FOR THIS PROJECT THAT CAN BE SATISFACTORILY MITIGATED THROUGH PROPER ENGINEERING PER GEOTECHNICAL INVESTIGATION FOR DILLON PARKING LOT PREPARED BY

ROCKY MOUNTAIN GROUP, DATED NOVEMBER 13, 2024.

14. THE SITE IS NOT LOCATED WITHIN A STREAM SIDE ZONE NOR IS IT LOCATED WITHIN ANY REGULATORY FLOODWAY OR FLOODPLAIN. SEE FIRM PANEL #08041C0707G EFFECTIVE DECEMBER 7, 2018.

15. TOTAL AREA OF THE SITE WHERE ANY CONSTRUCTIVE ACTIVITY IS EXPECTED TO RESULT IN LAND

DISTURBANCE OF THE GROUND SURFACE: 0.50 ACRES.

CHECK DAM

PORTABLE TOILET

TEMPORARY USE PARKING TABLE

# STANDARD PARKING STALLS

# OF HANDICAP PARKING STALLS

4HANDICAP PARKING INSERT

1" = 10'

AutoCAD SHX Text

VTC

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SF

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SCL

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CD

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PT

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SSA

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SF

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PT

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PT

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SF

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VTC

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SCL

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LP

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HP

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SSA

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SM

AutoCAD SHX Text N

AutoCAD SHX Text N

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60 FT

AutoCAD SHX Text

1" = 20' SCALE BAR

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CD

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PT

AutoCAD SHX Text N

AutoCAD SHX Text N

DESIGNED BY:

DR…