RFB 2024-08-09- Soda Springs Park Improvement Construction.pdf

20200109 413-04-01

CITY OF MANITOU SPRINGS

Request for Bids

Soda Springs Park Playground Improvements

RFB NUMBER: 2024-014

Bid Submittal Deadline – Friday, September 6, 2024 at 2:00 PM Contact Person – Andrew Morren at (amorren@manitouspringsco.gov)

The City of Manitou Springs is accepting bids for renovation of an existing playground at Soda Springs Park, new play equipment, grading and drainage, steps and handrail, concrete paving, crusher fines paving, decorative metal fencing, site furnishings and planting and irrigation. See attachments for further details.

• Publication date: Friday, August 9, 2024

• Pre-bid meeting to be held on Friday, August 16, 2024, at 10:00 AM at Soda

Springs Park Playground site 1016 Manitou Avenue, Manitou Springs, CO 80829.

• Deadline to present questions deadline is Tuesday, August 20, 2024, at 5:00 PM.

o Questions are to be addressed to the contact person

• Final Addendum (responses to questions) to be published on Monday, August 26, 2024.

• Bid shall be submitted to the contact person electronically no later than the Submittal Deadline.

o There will not be a public bid opening.

• Notice of Award will be September 13th, 2024.

• 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 project to be completed within 120 working days.

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.

mailto:amorren@manitouspringsco.gov

5. The Contractor is responsible for their own confined space, roadway, and 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

1. Renovation of an existing playground, new play equipment, grading and drainage, steps and handrail, concrete paving, crusher fines paving, decorative metal fencing, site furnishings and planting and irrigation.

a. Construction Documents and Project Manual included.

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.

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

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L-100

Cover Sheet

SHEET INDEX VICINITY MAP

ABBREVIATIONS

SODA SPRINGS PARK PLAYGROUND IMPROVEMENTS

CITY OF MANITOU SPRINGS

100% CONSTRUCTION DOCUMENTS

MARCH 22, 2024

GENERAL SHEETS

L-100 COVER SHEET, INDEX, VICINITY MAP

LANDSCAPE SHEETS

L-200 OVERALL SITE PLAN

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BR BOTTOM OF RAMP

BW BOTTOM OF WALL

CIP CAST IN PLACE

CL CENTER LINE

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

DIA DIAMETER

DIM DIMENSION

DWG DRAWING

EA EACH

EL ELEVATION

EQ EQUAL/EQUIVALENT

EJ EXPANSION JOINT

EQUIP EQUIPMENT

EX EXISTING

FG FINISH GRADE

FFE FINISH FLOOR ELEVATION

FL FLOW LINE

FV FIELD VERIFY

HP HIGH POINT

HT HEIGHT

INV INVERT

JT JOINT

LP LOW POINT

MAX MAXIMUM

MG MATCH GRADE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

RE REFER

REQ REQUIRED

ROW RIGHT OF WAY

SAN SANITARY SEWER

SG SUBGRADE

SPEC SPECIFICATIONS

STM STORM SEWER

STR STRUCTURAL

TBD TO BE DETERMINED

TC TOP OF CURB

TR TOP OF RAMP

TW TOP OF WALL

TYP TYPICAL

TOS TOP OF SURFACING

L-201 SITE PLAN ENLARGEMENT

L-400 PLANTING NOTES, DETAILS, & SCHEDULE

L-401 PLANTING PLAN

L-500 DETAILS 1

L-600 PLAY EQUIPMENT ENLARGEMENT

L-210 EWF DEPTH PLAN

CIVIL SHEETS

C-100 DEMOLITION PLAN

IRRIGATION SHEETS

I-100 IRRIGATION PLAN

L-501 DETAILS 2

C-200 GRADING/DRAINAGE PLAN

C-400 EROSION CONTROL PLAN

C-401 EROSION CONTROL DETAILS

C-402 EROSION CONTROL DETAILS

L-300 SOILS PLAN

1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE PROJECT SITE. ANY DAMAGE TO ADJACENT PROPERTY OR UTILITIES, NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT, SHALL BE REPAIRED

AND/OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

2. THE LANDSCAPE ARCHITECT/ENGINEER AND/OR OWNER MAKE NO WARRANTY AS TO THE CORRECTNESS AND/OR COMPLETENESS OF THE EXISTING UTILITY LOCATIONS SHOWN OR NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES INCLUDING WATER, SEWER, STORM DRAINS, GAS TRANSMISSION LINES, AND OTHER UTILITIES ABOVE AND BELOW THE SURFACE THAT MAY AFFECT THE PROJECT. SHOULD DISCREPANCY OR CONFLICT BE DISCOVERED THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY, AND SHALL NOT CONTINUE CONSTRUCTION UNTIL SAID CONFLICT CAN BE RESOLVED IN WRITING.

3. HAND DIG WITHIN DRIP LINE OF EXISTING TREES.

4. REFER TO CIVIL FOR EROSION CONTROL, UTILITY, AND ASPHALT PAVEMENT LAYOUT AND GRADING PLANS.

5. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCHITECT, HORD COPLAN MACHT, 1800 WAZEE STREET, SUITE 450, DENVER, COLORADO 80202, 303/607/0977.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING. LAYOUT AND STAKING OF ALL IMPROVEMENTS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IMPROVEMENTS.

DISCREPANCIES TO THE BASE INFORMATION SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECT'S ATTENTION FOR A DECISION PRIOR TO COMMENCING WITH THE WORK. NOTIFICATION OF REQUEST FOR FIELD REVIEW SHALL BE MADE A

MINIMUM OF 24 HOURS IN ADVANCE.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT IF ANY SIGNIFICANT INCONSISTENCIES

BETWEEN THE EXISTING CONDITIONS AND THESE PLANS ARE DISCOVERED.

8. ALL CONSTRUCTION SHALL CONFORM WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS OF MANITOU SPRINGS AND

ANY OTHER LOCAL AGENCY.

9. CONTRACTOR TO REPAIR ALL TURF, NATIVE SEED, VEGETATION AND IRRIGATION DAMAGED BY CONSTRUCTION.

10. WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS.

11. ALL DIMENSIONS PROVIDED ARE TO THE BACK OF CURB, UNLESS OTHERWISE NOTED.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING BOTH THE LINE AND GRADE. THE LANDSCAPE ARCHITECT TO APPROVE LAYOUT BEFORE PROCEEDING WITH CONSTRUCTION OF CURB, WALLS, VERTICAL STRUCTURES, CONCRETE PAVING, AND ASPHALT. ANY DISCREPANCIES, OR OMISSIONS ON THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE

ATTENTION OF THE LANDSCAPE ARCHITECT.

13. CURVED WALKS AND CURB EDGES ARE INTENDED TO BE CONSTRUCTED WITH SMOOTH FLOWING CURVES. ANYTHING OTHER THAN SMOOTH FLOWING CURVES WILL BE REJECTED. ALL FORMS TO BE INSPECTED & APPROVED BY LANDSCAPE ARCHITECT. CONTRACTOR TO GIVE LANDSCAPE ARCHITECT 48 HOURS NOTIFICATION OF FORM INSPECTION.

14. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. ALL DEPRESSIONS, SWALES, ETC. NOT SHOWN ON THE CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.

15. CONTRACTOR SHALL INSTALL SLEEVING FOR IRRIGATION IMPROVEMENTS PRIOR TO INSTALLING PAVEMENT. SEE PLANTING

NOTES FOR ADDITIONAL INFORMATION ABOUT IRRIGATION MODIFICATIONS.

16. ALL SITE FURNITURE AND PLAY EQUIPMENT LOCATIONS SHALL BE STAKED BY CONTRACTOR AND APPROVED BY LANDSCAPE

ARCHITECT PRIOR TO INSTALLATION.

17. ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN ON THE PLAN. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE THESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITIONS AT THE CONTRACTORS EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ANY DISTURBANCE OUTSIDE

OF THE LIMITS OF WORK.

GENERAL NOTESPROJECT TEAM

CITY OF MANITOU SPRINGS

606 MANITOU AVENUE

MANITOU SPRINGS, CO. 80829

PHONE: (719) - 685 - 5481

FAX: (719) - 685 - 5233

OWNER

HORD | COPLAN | MACHT

1800 WAZEE STREET, SUITE 450

DENVER, CO. 80202

PHONE: (303) - 607 - 0977

CONTACT: JUSTIN DIPIETRO

LANDSCAPE ARCHITECT

COLLINS ENGINEERS, INC.

455 SHERMAN STREET

DENVER, CO. 80202

PHONE: (303) - 447 - 0090

CONTACT: BRYAN FRANTZ

CIVIL

AVOCET IRRIGATION DESIGN

11757 W. KEN CARYL AVE., SUITE F-509

LITTLETON, CO. 80127

PHONE: (303) - 986 - 2175

CONTACT: DAVID ZICKERMAN

IRRIGATION L-502 DETAILS 3

L-601 PLAY EQUIPMENT FOOTINGS

C-300 DETAILS

I-101 IRRIGATION DETAILS

C-403 EROSION CONTROL DETAILS

03-22-2024

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

03-22-2024

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

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ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

03-22-2024

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

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C-200

GRADING/DRAINAGE

PLAN

NPS

BMF

LEGEND

PROPOSEDEXISTING

SPOT ELEVATION STANDARD ABBREVIATIONS

GRADING DETAIL 11 GRADING DETAIL 33

GRADING DETAIL 22

TO PVC PIPE

120°

HOLE SIZE = 1/2"

HOLE SPACING = 5" O.C.

PERFORATED PIPE

DETAIL

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1% PREFERRED

GEOTEXTILE FABRIC

PERFORATED PIPE

45 PVC FITTING W/ PVC

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

03-22-2024

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

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C-300

DETAILS

NPS

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CONCRETE HEADWALL DETAIL1

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SIGNAGE DETAILS4

UNDER DRAIN CLEANOUT2

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

03-22-2024

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

03-22-2024

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

C-401

EROSION CONTROL

DETAILS

NPS

BMF

LIN

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C

OR

RE

CT

LY

223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

03-22-2024

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

C-402

EROSION CONTROL

DETAILS

LIN

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N

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P

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C

OR

RE

CT

LY

223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

03-22-2024

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

C-403

EROSION CONTROL

DETAILS

SD

G G

G

E

E

E

GGG GGG

IR

IR

W

IR

W

C

MH

SS

E

US WEST CABLE

LIMITS OF

CONSTRUCTION

LEGEND

INTEGRAL COLORED

CONCRETE PAVING

ENGINEERED

WOOD FIBER

PERF PIPE

UNDERDRAIN

TREE PROTECTION

FENCE

PVC UNDERDRAIN

PLANTING AREAPA

4' HT DECORATIVE

METAL FENCE

EXISTING

BOULDER

LOCATIONS

EXISTING TREE

TRUNK LOCATIONS

APPROXIMATE TREE

CANOPY LOCATIONS

CRUSHER FINES

PAVING

SITE NOTES

1. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY DEVIATION

FROM THESE PLANS MUST BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

2. PRIOR TO EXCAVATION, UNDERGROUND UTILITIES MUST BE FIELD VERIFIED.

3. SEE CIVIL FOR ADDITIONAL CONTROL POINTS, MONUMENTS, BENCHMARKS, AND HORIZONTAL

CONTROL.

4. ALL CONTROL JOINTS SHALL BE SAWCUT AND SPACED AS INDICATED ON THE PLANS AND DETAILS, EXPANSION JOINTS SHALL BE PLACED AS INDICATED ON THE DRAWINGS AND DETAILS OR EVERY 60' ALONG CONCRETE PAVING. CONTRACTOR SHALL LAYOUT ALL CONTROL JOINTS AND EXPANSION JOINTS

IN THE FIELD FOR APPROVAL BY THE LANDSCAPE ARCHITECT.

5. INSTALL 1/2" EXPANSION JOINT MATERIAL AT ALL VERTICAL INTERSECTIONS BETWEEN NEW AND EXISTING CONCRETE AND BETWEEN NEW CONCRETE AND BUILDINGS, WALLS, OR OTHER VERTICAL

FEATURES.

6. LAYOUT WALKS AND SCORE JOINTS AS CLOSELY AS POSSIBLE TO PLANS, DETAILS & SPECIFICATIONS. DO NOT DEVIATE FROM PLANS UNLESS SPECIFIC APPROVAL IS OBTAINED FROM THE LANDSCAPE ARCHITECT.

7. ALL SITE IMPROVEMENTS (TABLES, BENCHES, BICYCLE RACKS, ETC.) MUST BE FIELD SURVEYED AND STAKED BY CONTRACTOR. DISTRICT REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL APPROVE STAKED LOCATION OF IMPROVEMENTS PRIOR TO INSTALLATION. LOCATIONS ARE APPROXIMATE.

8. LANDSCAPE ARCHITECT SHALL APPROVE FINAL STAKING BY CONTRACTOR OF ALL CONCRETE PAVING, CONCRETE & BOULDER WALLS AND CURBS PRIOR TO CONSTRUCTION AND ALL FORM WORK PRIOR TO

POURING.

9. ADDITIONAL LAYOUT INFORMATION WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION, AS NECESSARY. LANDSCAPE ARCHITECT WILL PROVIDE DIGITAL FILES OF THE SITE PLAN IN AUTOCAD.

ALLOW 72 HOURS AFTER REQUEST FOR DELIVERY OF FILES.

10. CONTRACTOR SHALL UTILIZE BENCH MARK PROVIDED BY ORIGINAL SITE SURVEY FOR ALL LAYOUT.

11. RE: CIVIL FOR ADDITIONAL SITE IMPROVEMENTS.

0' 10' 20' 40' 60'

SCALE: 1" = 20'-0"

EXISTING

PAVILION TO

REMAIN

L-200

Overall Site Plan

1" = 20'-0"

A1 OVERALL SITE PLAN

PARK AVE.

M

ANITOU AVE.

EXISTING

BUILDING

TO

REMAIN

L-201

FOUNTAIN CREEK

FOUNTAIN CREEK NEW LOCATION OF EXISTING

CONCRETE MOSAIC ART WALL,

RE: D1/L-500

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht

IR

W

MH

PA

PA

PA

PA

0.4

0.7

TYP.

TYP.

4.2 TYP.

TYP.

TYP.

TYP.

TYP.

0.1

0.1

0.1

0.2

0.2

0.2

0.3

0.3

0.2

0.2

0.3

0.1

0.4

0.4

0.4

0.4

0.4

0.19

0.1

0.4

0.4

0.4

0.4

0.1

0.7

0.7

0.7

0.7

0.7

0.7

0.7

0.1

0.1

0.1

0.8

0.8

0.8

0.9

0.11

0.11

0.12

0.14

0.15

0.16

0.17

1.2

1.1

1.2

1.3

1.4

1.5

1.5

2.1

2.2

2.3

3.1

3.2

3.2

3.2 3.3

4.2

5.1

5.2

5.4

5.4

0.4

0.18

5.2

0.4

0.1

BURIED

MANHOLE

TYP.4.2

0.1

3.2

3.2

0.13

TYP.

TYP.

PROVIDE EXPANSION

JT. AT INTERFACE OF

EXISTING AND NEW

CONCRETE - DOWEL

NEW CONC. TO

EXISTING W/ 1/2" X 8"

SS DOWELS AT 18" O.C.

SAW -CUT EXISTING

CURB/WALL TO

ACCOMMODATE NEW

WORK, TYP.

0.18

TYP.

0.4

0.13

0.4

TYP.0.15

0.8

0.20

0.19

0.19

0.8

0.2

CURB RAMP,

RE: CIVIL

0.20

0.20

3.4

5'-1 0"

4'-3

5'-0"

0.2

5'- 0"7'-0"

4'-0" 4'-0"

0.2

R8'-0"

R7 '-0

R3 0'

-0

R95'-6"

1'-6"

TYP.

R48'-6"

R8 '-2

R35'-0"

R5'-2 1/2"

R9 7'

-6

R13'-9"

1.1

R2 0'

-0

R2 '-6

TAPER WIDTH OF PATH TO

MATCH EXISTING PATH

WIDTH AT CONNECTION, TYP.

3.5

3.5

TYP.1.6

2.4

0.2

3.4

3.4

LIMITS OF

CONSTRUCTION

LEGEND

INTEGRAL COLORED

CONCRETE PAVING

ENGINEERED

WOOD FIBER

PERF PIPE

UNDERDRAIN

TREE PROTECTION

FENCE

PVC UNDERDRAIN

PLANTING AREAPA

4' HT DECORATIVE

METAL FENCE

EXISTING

BOULDERS

EXISTING TREE

TRUNK LOCATIONS

APPROXIMATE TREE

CANOPY LOCATIONS

CRUSHER FINES

PAVING

KEYNOTES

EXISTING CONDITIONS / PROTECT-IN-PLACE* DETAIL / SHEET #

*SECTION 0 KEYNOTES INDICATE EXISTING FEATURES TO REMAIN; KEYNOTE SECTIONS 1-9 INDICATE PROPOSED ITEMS.

0.1 CONCRETE PAVING -

0.2 MATCH LINE & GRADE OF EXISTING PAVING -

0.3 ASPHALT PAVING -

0.4 UTILITIES AND UTILITY BOXES AND EQUIPMENT -

0.5 CURB RAMP -

0.6 CONCRETE CURB & GUTTER -

0.7 WALL -

0.8 LIGHT POLE -

0.9 BUILDING -

0.10 STORM DRAIN -

0.11 PLAY EQUIPMENT -

0.12 CONCRETE MOSAIC ART WALL -

TO BE RELOCATED

0.13 TREE PROPOSED FOR REMOVAL -

0.14 PEDESTRIAN BRIDGE -

0.15 BOULDER/ROCKS -

0.16 PICNIC TABLE -

0.17 BICYCLE RACK -

0.18 DECORATIVE METAL FENCE -

0.19 TRASH RECEPTACLE -

0.20 PLANTING -

PAVING/SURFACING

1.1 INTEGRAL COLORED CONCRETE PAVING A3/L-500

1.2 6" CONCRETE CURB AT CRUSHER FINES WALK C2/L-500

1.3 ENGINEERED WOOD FIBER SURFACING B1/L-500

1.4 6" WIDE CONCRETE MOWBAND C1/L-500

1.5 CRUSHER FINES PAVING C2/L-500

1.6 PARKING STRIPING RE: CIVIL

WALLS, STAIRS, RAMPS

2.1 CONCRETE STAIRS A1/L-501

2.2 HANDRAIL AT STAIRS A1/L-501

2.3 MODIFIED RETAINING WALL E1/L-501

2.4 CONCRETE PLAY AREA ACCESS C1/L-501

2.5 RELOCATED CONCRETE MOSAIC ART WALL A1/L-502

SITE FURNISHINGS / PLAY EQUIPMENT

3.1 BACKED BENCH PROVIDED BY OWNER

3.2 PLAYGROUND EQUIPMENT RE: L-600 & L-601

3.3 BIKE RACK WITH MANITOU LOGO B2/L-502

3.4 RELOCATED BOULDER -

3.5 ADA PARKING SIGNAGE RE: CIVIL

FENCES

4.1 TREE PROTECTION FENCE A4/L-400

4.2 DECORATIVE METAL FENCE B1/L-502

UTILITIES / MAINTENANCE

5.1 PERFORATED PVC UNDERDRAIN RE: CIVIL

5.2 SOLID WALL PIPE W/RODENT SCREEN RE: CIVIL

5.3 IRRIGATION LINE RE: IRRIGATION

5.4 NEW 4" IRRIGATION SLEEVE RE: IRRIGATION

5.0

4.0

3.0

2.0

1.0

0.0

SITE NOTES

1. REFER TO SHEET L-200 FOR SITE NOTES.

L-201

Site Plan Enlargement

1" = 10'-0"

A1 SITE PLAN ENLARGEMENT

0' 5' 10' 20' 30'

SCALE: 1" = 10'-0"

EXISTING

PAVILION TO

REMAIN

PARK AVE.

M

ANITOU AVE.

FOUNTAIN CREEK

FOUNTAIN CREEK

FOUNTAIN CREEK

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P

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C

OR

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CT

LY

223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht

LIMITS OF

CONSTRUCTION

LEGEND

12" DEPTH ENGINEERED

WOOD FIBER EXTENTS FOR

PROPOSED EQUIPMENT

PERF PIPE

UNDERDRAIN

TREE PROTECTION

FENCE

PVC UNDERDRAIN

PLANTING AREAPA

4' HT DECORATIVE

METAL FENCE

EXISTING

BOULDERS

EXISTING TREE

TRUNK LOCATIONS

APPROXIMATE TREE

CANOPY LOCATIONS

12" DEPTH ENGINEERED

WOOD FIBER EXTENTS FOR

EXISTING EQUIPMENT

EXCAVATION BELOW

DRIPLINES OF EXISTING

TREES, REFER TO SITE

NOTES #2 & #3

PA

PA

PA

PA

F F

F F

F F

IR

W

MH

F F

SITE NOTES

1. REFER TO SHEET L-200 FOR SITE NOTES.

2. EXISTING ENGINEERED WOOD FIBER (EWF) TO BE REMOVED AND REPLACED WITH NEW EWF.

NEW EWF DEPTH WITHIN DRIPLINE OF EXISTING TREES TO BE DONE BY PNEUMATIC (AIR-SPADE)

OR HYDRAULIC EXCAVATION UNDER SUPERVISION OF CITY ARBORIST.

3. DRIPLINES INDICATED ON PLAN ARE APPROXIMATE. FIELD VERIFY.

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DATE DESCRIPTION

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S, IF

P

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NT

ED

C

OR

RE

CT

LY

223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

L-210

EWF Depth Plan

1" = 10'-0"

A1 ENGINEERED WOOD FIBER (EWF) DEPTH PLAN

0' 5' 10' 20' 30'

SCALE: 1" = 10'-0"

EXISTING

PAVILION TO

REMAIN

PARK AVE.

M

ANITOU AVE.

FOUNTAIN CREEK

FOUNTAIN CREEK

FOUNTAIN CREEK

LEGEND

PERF PIPE

UNDERDRAIN

TREE PROTECTION

FENCE

PVC UNDERDRAIN

PLANTING AREAPA

4' HT DECORATIVE

METAL FENCE

EXISTING

BOULDERS

EXISTING TREE

TRUNK LOCATIONS

APPROXIMATE TREE

CANOPY LOCATIONS

MIN. 24" DEPTH

PLANTING SOIL AT

ALL SHRUB AND

PERENNIAL

PLANTING AREAS,

CAREFULLY

HAND-DUG TO

MINIMIZE ROOT

IMPACTS

3" TOPSOIL, TYPICAL OF

ALL DISTURBED AREAS

WITH REPLACED /

REPAIRED SOD, AND

NATIVE SEED

PA

PA

PA

PA

F F

F F

F F

IR

W

MH

F F

EXISTING SOIL NOT TO BE DISTURBED AT

AREAS AROUND EXISTING TREES, WITHIN

A 2' RADIUS OF TRUNKS. TYP.

HAND DIG WHERE SOIL AMENDMENTS

OCCUR BENEATH DRIP LINES OF EXISTING

TREES. CONTRACTOR TO VERIFY TREE

CANOPY DRIP LINES.

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DATE DESCRIPTION

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S, IF

P

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NT

ED

C

OR

RE

CT

LY

223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

L-300

Soils Plan

1" = 10'-0"

A1 SOILS PLAN

0' 5' 10' 20' 30'

SCALE: 1" = 10'-0"

EXISTING

PAVILION TO

REMAIN

PARK AVE.

M

ANITOU AVE.

FOUNTAIN CREEK

FOUNTAIN CREEK

PLANTING NOTES

2x POT DIA.

NOTES:

1. PRUNE ALL BROKEN, DISEASED OR CROSSING LIMBS.

2. CLEANLY PRUNE ALL DAMAGED ROOT ENDS.

3. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROCESS.

4. DEEP WATER AFTER PLANTING.

5. MULCH TO BE 'NATURAL WOOD MULCH' FROM A-1 ORGANICS.

SET TOP OF THE ROOT FLARE AT FINISH GRADE

2" MULCH, AS SPECIFIED, KEEP 6" AWAY FROM

TRUNK OR COLLAR, TYP.

4" TOPSOIL SAUCER

FINISHED GRADE

REMOVE ALL POTS OR BURLAP, AND WIRE

GENTLY BACK FILL WITH EXCAVATED NATIVE SOIL

UNDISTURBED SOIL

EQUAL

PLANT MATERIAL

MULCH

THROUGHLY AMEND

BACKFILL MIX

EQUAL

EQ

U

AL

SECTION PLAN

1. WHEN BACKFILLING AROUND

PLANTS, DO NOT ALLOW AIR

POCKETS TO FORM.

2. AFTER PLANTING, WATER

THOROUGHLY.

NOTES:

AMENDED SOIL MIX

TYPICAL PLANT LAYOUT

SEE PLANT LIST NOTES

FOR SPACING

PLANT SCHEDULE

TREE PROTECTION AREA

THE AREA INSIDE A PERIMETER

ESTABLISHED AT THE CRITICAL ROOT

ZONE (CRZ). THE CRZ IS EQUAL TO THE

DRIPLINE, FURTHEST EXTENT OF TREE

CANOPY, OR IS EQUAL TO ONE FOOT

RADIALLY FROM THE TREE FOR EVERY

ONE INCH OF TRUNK DIAMETER AT

BREAST HEIGHT (DBH=4.5' ABOVE

SOIL LINE), OR WHICHEVER IS

GREATER.

NOTES:

1. FENCING HEIGHT MUST BE A

MINIMUM OF 48".

2. ATTACH "TREE PROTECTION AREA"

SIGNS TO FENCING EVERY 50 FEET.

3. THE TREE PROTECTION AREA SHALL

NOT BE MODIFIED OR REMOVED

PRIOR TO CONSENT OF THE OWNER.

4. NO MATERIALS, DEBRIS,

EQUIPMENT AND SITE AMENITIES

SHALL BE STORED WITHIN THE TREE

PROTECTION AREA

5. ENTRANCE TO THE TREE

PROTECTION AREA IS NOT PERMITTED

WITHOUT CONSENT OF THE OWNER.

ZONE 3

REQUIRED IF CONSTRUCTION OCCURS

WITHIN TEN FEET OR LESS

(PERMITTED INSIDE THE CRZ ONLY IF

EQUIPMENT IS OPERATED

EXCLUSIVELY ON EXISTING

HARDSCAPE AND NO SOIL

COMPACTION TAKES PLACE).

ZONE 2-LOWER CANOPY PROTECTION

CONTACT OWNER IF ANY PRUNING IS

NEEDED PRIOR TO WORK IF

POTENTIAL FOR DAMAGE EXISTS.

ZONE 1

ANY DIGGING, EXCAVATING,

TRENCHING, CHANGING OF GRADE,

OR OTHER ACTIONS THAT MAY

POTENTIALLY IMPACT THE ROOTING

ENVIRONMENT MUST BE

AUTHORIZED BY THE OWNER PRIOR

TO WORK COMMENCEMENT. WORK

WITHIN THE CRZ MUST TAKE PLACE IN

ACCORDANCE WITH THE CONDITIONS

ESTABLISHED BY THE OWNER.

4' -0

" M

IN

EXTENDS THROUGH ENTIRE TREE

PROTECTION AREA

DECIDUOUS TREES

ANE 1 ACER NEGUNDO / BOX ELDER B & B 2.5" CAL

SHRUBS

CNN 20 CHRYSOTHAMNUS NAUSEOSUS NAUSEOSUS / DWARF BLUE RABBITBRUSH5 GAL

PFR 11 POTENTILLA FRUTICOSA / BUSH CINQUEFOIL 5 GAL

ACO 12 ARCTOSTAPHYLOS X COLORADENSIS 'PANCHITO' / PANCHITO MANZANITA5 GAL

ORNAMENTAL GRASSES

BGR 49 BOUTELOUA GRACILIS / BLUE GRAMA GRASS 1 GAL

CLA 14 CHASMANTHIUM LATIFOLIUM / NORTHERN SEA OATS 1 GAL

FGL 46 FESTUCA GLAUCA 'BOULDER BLUE' / BOULDER BLUE FESCUE 1 GAL

SSC 18 SCHIZACHYRIUM SCOPARIUM / LITTLE BLUESTEM 1 GAL

PERENNIALS

LAN 34 LAVANDULA ANGUSTIFOLIA 'WEE ONE' / DWARF ENGLISH LAVENDER1 GAL

PEA 10 PENSTEMON EATONII / FIRECRACKER PENSTEMON 1 GAL

RHI 25 RUDBECKIA HIRTA / BLACK-EYED SUSAN 1 GAL

N.T.S.

A4 TREE PROTECTION FENCING

N.T.S.

A1 SHRUB PLANTING

N.T.S.

A2 PERENNIAL PLANTING

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

L-400

Planting Notes, Details, & Schedule

1. ALL EXISTING DEBRIS, I.E. CONCRETE, STONE, ETC. (SEE DEMOLITION PLAN) TO BE CLEARED

FROM THE SITE PRIOR TO NEW SOIL PREPARATION AND PLANTING OF NEW MATERIAL.

2. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER

ONE GRADE, SEE SPECIFICATIONS.

3. ALL PLANT AND LANDSCAPE MATERIAL IS SUBJECT TO APPROVAL BY THE MANITOU

SPRINGS PLANNING DEPARTMENT PRIOR TO INSTALLATION.

4. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY SITE IMPROVEMENTS

DISTURBED OR DAMAGED DUE TO THEIR OPERATIONS.

5. ALL NEW LANDSCAPE AREAS ARE TO BE WATERED WITH AN AUTOMATIC WATER

CONSERVING IRRIGATION SYSTEM MEETING THE MANITOU SPRINGS STANDARDS.

6. NEW TURF SHALL BE A 4-TYPE BLEND BLUEGRASS SOD, PER SPECIFICATIONS. FINAL SOD

SHALL BE AT GRADE. PRIOR TO SODDING, GRADE SHALL BE 1-1/2" LOWER THAN ADJACENT

PAVING GRADE.

7. ALL FINISHED GRADES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO

INSTALLATION OF SOD OR ANY OTHER PLANT MATERIAL.

8. ALL PLANTING BEDS SHALL RECEIVE WOOD MULCH TO A DEPTH OF 3". SEE DRAWINGS FOR

LOCATIONS, AND SPECIFICATIONS FOR MATERIALS. PLACE WOOD MULCH AROUND ALL

NEW AND EXISTING TREES IN TURF AND SEED AREAS IN THE FORM OF A 3' DIA.

9. ANY PLANT SUBSTITUTIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO

INSTALLATION.

10. SOIL AMENDMENTS AND TOPSOIL SHALL BE USED IN TURF AREAS AND PLANTING BEDS.

REFER TO SPECIFICATIONS FOR DECOMPACTION OF SITE PRIOR TO LANDSCAPE

INSTALLATION.

11. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES ON PLANT LABELS AND PLANT

SYMBOLS, PLAN TAKES PRECEDENCE. THE SUMMARY OF ALL OTHER QUANTITIES

REPRESENTS AN APPROXIMATE QUANTITY ONLY AND MAY REQUIRE SOME ADJUSTMENT IN

MATERIAL QUANTITY AT TIME OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE

FOR HIS/HER OWN CONSTRUCTION QUANTITY ESTIMATES.

12. CONTRACTOR SHALL COORDINATE IRRIGATION AND PLANTING WORK SUCH THAT

INSTALLED IRRIGATION EQUIPMENT SHALL NOT CAUSE ADJUSTMENT OF PLANTING

LOCATIONS CONTRARY TO THE PLANS. IF IRRIGATION EQUIPMENT IS INSTALLED IN

LOCATIONS OBSTRUCTING THE INTENDED LOCATIONS OF PLANTINGS, THE IRRIGATION

EQUIPMENT SHALL BE RELOCATED.

13. NEW TREES SHALL BE PLANTED A MINIMUM OF 8' MIN. FROM WALKS, PATHS AND EDGES,

UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. NO TREES SHALL BE PLANTED

ABOVE IRRIGATION LINES OR UNDERGROUND UTILITIES.

14. ALL TREES SHALL BE LOCATED A MINIMUM OF 5' MIN. OFF THE FLOWLINE OF THE CURB ON

ALL PUBLIC STREETS, A MINIMUM OF 10' OFF ANY UTILITY.

15. ALL EXISTING LANDSCAPE, IRRIGATION EQUIPMENT, CONCRETE OR FENCING, ON OR OFF

SITE DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND RESTORED BY

THE CONTRACTOR TO OWNER STANDARDS OR ORIGINAL CONDITION.

16. LOCATIONS FOR PLANTS SHALL BE VERIFIED AND STAKED ACCORDING TO PLANS.

LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO PLANTING TO OBSERVE LOCATIONS.

17. CONTRACTOR SHALL HAND DIG ALL PLANTING PITS ADJACENT TO UTILITIES. IF UTILITIES

ARE DAMAGED REPAIRS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE.

18. IF CONDITIONS DO NOT ALLOW STRICT CONFORMANCE TO THE NOTES, DETAILS AND

SPECIFICATIONS, THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE LANDSCAPE

ARCHITECT BEFORE PERFORMING WORK IN AN ALTERNATIVE MANNER.

19. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM PER MANITOU SPRINGS

STANDARDS.

20. CONTRACTOR SHALL PROVIDE CORRUGATED TREE GUARDS FOR ALL TREES FOR THE FULL

HEIGHT OF TRUNK.

21. MINIMUM 24" DEPTH PLANTING SOIL AT ALL SHRUB AND PERENNIAL PLANTING AREAS.

22. ALL NATIVE SEED AREAS SHALL BE HAND WATERED TWICE PER WEEK FOR ESTABLISHMENT.

COORDINATE TIMING FOR WATERING WITH OWNER.

NATIVE SEED

COMMON NAME BOTANICAL NAME LBS/ACRE

WESTERN WHEATGRASS PASCOPYRUM SMITHII 5.37

GREEN NEEDLEGRASS NASSELLA VIRIDULA 3.00

SIDEOATS GRAMA BOUTELOUA CURTIPENDULA 2.70

BUFFALOGRASS BOUTELOUA DACTYLOIDES 2.40

BLUE GRAMA BOUTELOUA GRACILIS 1.35

SAND DROPSEED SPOROBOLUS CRYPTANDRUS 0.18

*15.0 lbs/acre total application; by volume 1-5/8lbs./1,000 SF

*Double rate for broadcast seeding.

LEGEND

PERF PIPE

UNDERDRAIN

TREE PROTECTION

FENCE

PVC UNDERDRAIN

4' HT DECORATIVE

METAL FENCE

EXISTING

BOULDERS

EXISTING TREE

TRUNK LOCATIONS

APPROXIMATE TREE

CANOPY LOCATIONS

NEW SOD AT AREAS

DISTURBED BY

CONSTRUCTION

NATIVE SEED

BLEND, RE: L-400

F F

F F

F F

IR

W

MH

F F

6 - LAN

3 - ACO

8 - BGR

3 - PEA

3 - PFR

5 - RHI

5 - CLA

15 - FGL

11 - SSC

6 - LAN

4 - RHI

3 - ACO

8 - BGR

3 - PEA

3 - PFR

3 - LAN

3 - LAN

3 - CNN

8 - BGR

3 - RHI

1 - ACO

2 - RHI

8 - BGR

2 - RHI

3 - CNN

1 - ACO

3 - RHI

9 - FGL

1 - ACO

3 - LAN

1 - ACO

7 - SSC

3 - RHI

5 - LAN

3 - CNN

7 - BGR

3 - RHI

1 - ACO

3 - PFR

5 - CNN

22 - FGL

5 - LAN

1 - PFR

9 - CLA

4 - PEA

6 - CNN

1 - PFR

1 - ACO

3 - LAN

5 - BGR

5 - BGR

1 - ANE

LANDSCAPE NOTES

1. REFER TO SHEET L-400 FOR PLANTING NOTES, SCHEDULE, AND DETAILS.

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

L-401

Planting Plan

1" = 10'-0"

A1 PLANTING PLAN

0' 5' 10' 20' 30'

SCALE: 1" = 10'-0"

EXISTING

PAVILION TO

REMAIN

PARK AVE.

M

ANITOU AVE.

FOUNTAIN CREEK

FOUNTAIN CREEK

NOTES:

1. CRUSHER FINES TO BE COMPACTED UNTIL MATERIAL IS FIRMLY LOCKED TOGETHER.

MATERIALS SHALL BE A MIN. 5" DEEP AFTER COMPACTION. CROSS SLOPES SHALL BE 2% MAX.

WITH NO DEPRESSIONS TO COLLECT WATER.

2. STABILIZER TO BE STABILIZER SOLUTIONS, 33 SOUTH 28TH ST PHOENIX, AZ 85034. APPLY PER

MANUFACTURERS INSTRUCTIONS.

CONC. PAVING,

WHERE INDICATED ON

PLANS, RE: CIVILWIDTH VARIES. SEE PLANS

3" DEPTH CRUSHER FINES

AGGREGATE PRE-MIXED WITH

STABILIZER ADDITIVE

CONCRETE MOWBAND

WHERE INDICATED ON

PLANS (ONE OR BOTH

SIDS OF PATH), RE:

C1/L-500

8"

8"

GEOTEXTILE SOIL SEPARATION FABRIC

- SECURE WITH FABRIC STAKES ALONG

EACH EDGE @ 5' O.C. AND ADHESIVE

TO ADJACENT CONCRETE SURFACES

PREPARED SUB-GRADE

3" DEPTH - COMPACTED

AGGREGATE BASE

CONCRETE CURB AND CONCRETE

FINISH GRADE - TURF OR

PLANTING BED

6"

UNLESS

OTHERWISE

NOTED ON

PLANS

NOTES:

1. PROVIDE CONTROL JOINTS AT 10' O.C. OR MATCH

ADJACENT PAVING JOINTS, AND WHERE CONCRETE EDGE

ABUTS PAVING OR STRUCTURES.

2. TOP OF CONCRETE EDGE TO BE THE FOLLOWING

DIMENSION ABOVE TOP OF ADJACENT MATERIAL:

- 1.5" ABOVE NATIVE SEED OR PLANTING BED

- FLUSH WITH ADJACENT PAVING

6"

1/ 2"

VARIES, REFER TO

PLANS

1" R

STABILIZED CRUSHER FINES;

RE: C2/L-500

#3 REBAR CONT.

INTEGRAL COLORED CONCRETE

(PSI 4000)

SECTION

NOTES:

1. POURS ADJACENT TO EXISTING CONCRETE MUST BE DOWLED

2. PROVIDE CONSTRUCTION JOINTS BETWEEN ALL POURS

3. SCORE JOINT SPACING NOT TO EXCEED 10'-0" WIDTH OF

WALK OR AS OTHERWISE NOTED ON PLANS.

CONCRETE PAVING, A3/L-500

COMPACTED SUBGRADE SEE SPECS

#4 x 18" REBAR 30" O.C. BREAK BOND

ON END ONLY

PROVIDE 1/2'' DEEP & 1/2'' WIDE

EXPANSION JOINT WITH

POLYURETHANE JOINT SEALANT.

SEALANT TO BE FLUSH WITH CONCRETE,

APPLY AFTER CONCRETE HAS CURED.

COLOR TO MATCH CONCRETE COLOR.

1/8 " R.

2" C

LE

AR 1'-6" CONCRETE PAVING, D4/L-500

COMPACTED SUBGRADE SEE SPECS

BEVEL SAWCUT JOINT

1/4 OF SLAB THICKNESS

EXPANSION JOINT CONTRACTION JOINT

INTEGRAL COLORED CONCRETE

PAVING; TURN DOWN EDGES;

LIGHT BROOM FINISH. RE: PLANS

COMPACTED SUBGRADE SEE SPECS

CONCRETE PAVING SECTION

6"

NOTES:

1. ALL CONCRETE SHALL BE INTEGRAL COLORED CONCRETE.

REFER TO SPECIFICATIONS

NOTES:

1. RE: DETAIL B2/L-500 FOR PERFORATED DRAINAGE PIPE.

2. TOP OF ENGINEERED WOOD FIBER (EWF). EWF TO BE 12" MIN. DEPTH AT END OF

WARRANTY PERIOD. RE: MANUFACTURER AND INSTALLER FOR WARRANTY PERIOD.

CROSS SECTION

VA

RI

ES

4"

2"

1' -0

M

IN

3" M

IN

EXISTING CONCRETE WALL

TO REMAIN. WIDTHS VERY;

REFER TO SURVEY.

UNDISTURBED

SUBGRADE, TYP

CLEAN WASHED DRAINAGE

AGGREGATE

GEOTEXTILE FABRIC TO

COMPLETELY SURROUND

GRAVEL. GLUE TO CURB WALL

WITH MANUFACTURER

RECOMMENDED ADHESIVE.

VARIES, REFER TO PLANS

TO 4" PVC PIPE

1'-6"

7" M

IN

RE

FE

R

TO

CI

VI

L

PL

AN

FO

R

IN

VE

RT

S

120°

HOLE SIZE = 1/2"

HOLE SPACING = 5" O.C.

PERFORATED PIPE DETAIL

0.5% SLOPE MIN.,

1% PREFERRED

NOTES:

1. ALL PERFORATED PIPE AND

FITTINGS SHALL BE

SCHEDULE 40 AND SHALL

MEET ASTM D2729 OR

ASTM F758.

GEOTEXTILE FABRIC

4" PERFORATED PIPE 45 PVC FITTING W/ PVC

THREADED CLEAN-OUT & PLUG

GLUE FABRIC TO PIPE

ENGINEERED WOOD FIBER PER

SPECS. MINIMUM 12" DEEP AT

END OF WARRANTY IN ALL

PLAY AREAS

GEOTEXTILE FABRIC

3" MIN. DEPTH WASHED GRAVEL

GEOTEXTILE FABRIC TO

COMPLETELY SURROUND DRAIN

SAND PEA GRAVEL WITH FABRIC.

OVERLAP ALL EDGES 24" MIN.

GLUE FABRIC TO PIPE.

WASHED PEA GRAVEL

AROUND PIPE

ENTIRE LENGTH OF PLAY AREA: 4" ROUND

PERFORATED RIGID PVC DRAIN PIPE. SLOPE IN

TRENCH PER PLAN. LOCATE HOLES DOWN IN

BOTTOM OF TRENCH. PROVIDE CLEAN-OUT AT

TERMINUS AND COVER. DEPTH OF PIPE VARIES.

RE: CIVIL GRADING PLAN.

2% SLOPE 2% SLOPE

VARIES: RE:

CIVIL PLAN

VA

RI

ES

3"

EXISTING CONC.

CURB/STEM WALL

TO REMAIN

CLEAN-OUT DETAIL

CLEAN-OUT BEYOND

DRAINAGE AGGREGATE

1" = 1'-0"

C2 STABILIZED CRUSHER FINES

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

L-500

Details 1

1 1/2" = 1'-0"

C1 CONCRETE MOWBAND (6")

3/4" = 1'-0"

A1 CONCRETE CONTROL AND EXPANSION JOINT

1" = 1'-0"

B1 ENGINEERED WOOD FIBER

3/4" = 1'-0"

A3 CONCRETE PAVING

1" = 1'-0"

B2 PLAYGROUND UNDERDRAIN, PERFORATED PIPE, AND CLEAN-OUT

1 12" DIA. STEEL PIPE

HANDRAIL

1/2" X 6" SS DOWEL @ 24" O.C. TYP.

EXISTING

CONCRETE TO

REMAIN

1" R TYP.

#4 NOSING

BAR W/ 2" CLR

CORE AND EMBED POST MIN. 6" DEPTH;

USE NON-METALLIC NON-SHRINK HIGH

STRENGTH, E-GROUT, TYP.

6"1'-0" MIN.

3' -0

1'-0" 1'-0" MIN.

3' -0

TY

P.

8" TYP.

+/- 1'-5" (V.I.F.)

COMPACTED SUBGRADE, TYP.

NOTE:

1. VERIFY NUMBER OF RISERS WITH GRADING PLAN

2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PRIOR

TO INSTALLATION FOR APPROVAL BY LANDSCAPE

ARCHITECT

3. STEEL TO BE HOT-DIPPED GALVANIZED AND PAINTED

WITH HIGH PERFORMANCE COATING PER SPEC.

4. ALL WELDS TO BE GROUND SMOOTH WITHOUT

COMPROMISING STRUCTURAL INTEGRITY OF THE

WELD.

5. CENTER OF HANDRAIL TO BE 4" FROM EDGE OF

CONCRETE STAIR.

SECTION A

EXISTING CONCRETE

RETAINING WALL TO

REMAIN

ALIGN HANDRAIL WITH

END OF EXISTING

DECORATIVE METAL

FENCE

6" M

IN

8"

1'-0"

1'-0"

4.26% SLOPE

RE: CIVIL

2% SLOPE

1'-0" 4'-11"7 1/2"

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EG

AT

E

4'-11" 6"

8" CONCRETE WALK,

RE: A3/L-500

EWF SAFETY SURFACING,

MIN 12" DEPTH, RE: L-210

& B1/L-500

1/2" X 8" SS DOWEL, DE-BOND ONE END

FIBER REINFORCED INTEGRAL

COLORED CONCRETE;

SEE SPECIFICATIONS

ADJACENT CURB, SEE PLAN VIEW.

HOLD TOP OF WALL LEVEL WITH

EXISTING WALL

PROVIDE TOOLED JOINTS,

1/4" X 1/4", 2" O.C.

EDGE OF ACCESS RAMP NOT

TO INFRINGE ON ADJACENT

PLAY EQUIPMENT FALL

ZONE, RE: L/201

EXPANSION JOINT

8"

4'-11"

5' -4

/4

1'-3 1/4"

+/-3'-11 1/4" (V.I.F.)

4' -0

6' -7

/2

5' -1

/4

7 1/2"

7 1/2"

4.26% SLOPE

2% SLOPE

56.9%

SLOPE

56.9%

SLO

PE

HOLD TOP OF WALL LEVEL

WITH EXISTING WALL

1/2" X 6" SS DOWEL

@ 24" O.C.; DE-BOND

ONE END

EXPANSION JOINT

EXISTING BOULDER TO

REMAIN IN PLACE

EXISTING PLAY AREA WALL

CONCRETE WALK,

RE: A3/L-500

PROVIDE TOOLED JOINTS,

1/4" X 1/4", 2" O.C.

80°

154°

FIBER REINFORCED INTEGRAL

COLORED CONCRETE;

SEE SPECIFICATIONS

ADJACENT PLAY EQUIPMENT

FALL ZONE, RE: L-201

1'-0"

6"

3" M

IN

CONCRETE WALK,

RE: A3/L-500

COMPACTED

SUBGRADE

(2) #4 REBAR CONT.,

2"CLEAR MIN. ALL SIDES

3" M

IN

T.O.W. TO BE FLUSH WITH

EXISTING RETAINING WALL

EXISTING RETAINING WALL

3/8" EXPANSION JOINT WITH BACKER

ROD AND SEALANT, AT INTERFACE

OF WALL AND PAVING

1/2" X 8" SS DOWEL, DE-BOND ONE END

1' -0

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Drawing

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1 2 3 4 5 6

DATE DESCRIPTION

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223108.00Project Number:

Sheet Issue Date:

Drawn By:

Checked By:

02-23-2024

MR, NS

JD, RB

© Hord Coplan Macht, Inc.

CIVIL ENGINEER

455 Sherman Street, Suite 160, Denver, CO 80203

Collins Engineers, Inc.

p. 303.447.0090

1800 WAZEE STREET

SUITE 450

DENVER, CO 80202

303.607.0977

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

IRRIGATION

11757 W. Ken Caryl Ave., Suite F-509 Littleton, CO 80127

Avocet Irrigation

p. 303.986.2175

03-22-2024

100% CONSTRUCTION DOCUMENTS

Y K

C M hord|coplan|macht hord|coplan|macht

L-501

Details 2

3/4" = 1'-0"

A1 CONCRETE STAIRS, RAMP AND HANDRAIL

THIS WHOLE SECTION

OF EXISTING CONCRETE

IS TO BE REPLACED

IMAGE FOR REFERENCE ONLY

3/4" = 1'-0"

C1 CONCRETE ACCESS RAMP

NOTE:

CONTRACTOR SHALL COORDINATE

LENGTH & SLOPE OF RAMP PER

GRADING PLAN

PLAN VIEWLONGITUDINAL SECTION VIEW

3/4" = 1'-0"

E1 MODIFIED RETAINING WALL

SECTION VIEW

NOTE:

1. COAT ANY EXPOSED REBAR FROM CUT END

OF EXISTING WALL W/ ASTM A 780

ZINC-RICH PRIMER.

2. CONTRACTOR SHALL PROVIDE SHOP

DRAWINGS PRIOR…