2020 - 17 Cleora Park Development RFP Full materials - FINAL.pdf

Request for Proposals (RFP) for Cleora Park Construction

March 14, 2025

All comments and questions (requests for information) concerning this Request for Proposal and the corresponding procedures and requirements must be addressed in writing, via BidNet® by 5:00 P.M.

M.S.T on 4/21/25.

SUBMITTALS FOR THIS PROJECT WILL ONLY BE ACCEPTED ON BIDNET. Please login to the following website to register to submit a proposal for this project. All documents and important procurement information will be uploaded to the website.

www.bidnetdirect.com/cityofsalida

RFP Schedule *

RFP Issued: 3/14/25

Optional pre-bid meet and site visit 1:00 PM April 1-Council Chambers, 448 E. 1st Street, Salida, CO 81201

Deadline to submit questions: April 4, 2025, 5:00 p.m. MT

Responses to written questions: April 11, 2025, 5:00 p.m. MT

Submittal Deadline: April 21, 2025 5:00 p.m. MT

Tentative Award Notice Date: April 25, 2025

Commencement of Work: 2025-2026

It is the sole responsibility of the respondent to see that the bid is received before the submission deadline. Late bids will not be considered.

(* Due to uncertainties in the evaluation and selection process, the date(s) shown are tentative and reflect optimal circumstances.)

OVERVIEW

The City of Salida, Colorado is accepting proposals for the construction of “Cleora Park” within the City of

Salida in accordance with the terms, conditions and specifications contained in these documents.

All bids submitted shall be binding upon the respondent if accepted by the City within sixty (60) calendar days of the submission date. In preparing the bid confers no right of withdrawal after the time fixed for the submission of bid. This project is being bid in accordance with the City of Salida’s Purchasing Policy.

The City of Salida is soliciting digital Proposals from qualified firms to provide Construction Services within the municipal and operational facilities. This RFP provides the opportunity for all interested and qualified Custodial Services Providers to submit a Proposal to develop and provide a Custodial Services

Program for the municipal and operational facilities within the City of Salida. This documentation outlines the prerequisites, selection process and documentation necessary to submit a Proposal for the requested services. Please carefully read the entire package before submitting your Proposals. If awarded, the Construction Services Program will be conducted in accordance with the terms and conditions of an Agreement.

The City of Salida seeks professional costruction services provided in accordance with the highest standards and level of professionalism, from individuals and entities having demonstrated business experience providing such services at similar size projects. Qualified parties interested in conducting such business for the City of Salida are invited to submit proposals in accordance with this RFP.

The City of Salida reserves the right to accept or reject any and all Proposals, award multiple contracts to more than one Proposer, to waive any informalities and irregularities in the Proposal submission process, to extend the date for submittals of responses, to request additional information from any or all

Proposers, to supplement, amend or otherwise modify the RFP prior to the closing date and time, to cancel this request with or without the substitution of another RFP, to negotiate with any Proposers, to re-solicit or cancel the procurement process, or to accept a Proposal which is considered to be in the best interest of the City of Salida. Any bids that fail to conform to the essential requirements of the

Request for Proposals (RFP) will be rejected. Prospective firms are encouraged to carefully read this RFP in its entirety.

Any bids that fail to conform to the essential requirements of the Request for Proposals will be rejected.

a. Any bid that does not conform to the applicable specifications shall be rejected unless the invitation authorizes the submission of alternate bids and the items or services offered as alternates meet the requirements specified in the RFP.

b. Bid shall be rejected when the bidder imposes conditions that would modify requirements of the invitation of limit the bidder’s liability to the Owner, since to allow the bidder to impose such conditions would be prejudicial to other bidders.

Prospective firms are encouraged to read this RFP in its entirety.

SCOPE OF SERVICES

Firm will develop and construct “Cleora Park” according to Exhibit A (Cleora Park Construction drawings) and B (Parks Construction Standards and Specifications Manual).

Alternative bid 1 - landscape the area vacant in the Construction drawing but designed in the

Graphic Plan (Exhibit C).

Alternative bid 2 - completing only the grading, irrigation and sod for the park.

SUBMITTAL

Proposals must be received electronically in the Rocky Mountain E-Purchasing (BidNet) Direct) System

(https://www.bidnectdirect.com/colorado) no later than 5:00pm MDT on 4/21/25

The proposal should address all requests within this RFP and specifically document the cost per facility.

Proposals shall not exceed twenty (10) pages in length. The proposal shall be organized using the following format:

1) Table of Contents

2) Experience and References: List those comparable maintenance contracts that you’ve services within the last (5) years that are similar to that requested by this RFP. With each reference, include the name, address, person to contact, telephone number, a description of the facility serviced.

3) Qualification of personnel: Please describe the background and experience of the staff that will be performing the work and quality control. Cleaning of the Police Department and Department of Health Services within the Touber Building requires employees to pass a criminal background check.

4) Describe your firm’s work for each element based upon the defined “Scope of Services”. Please include a completed bid-tab sheet or similar spreadsheet format showing the cost per facility for the “Scope of Services” for that facility.

5) Include a Statement that your company maintains a minimum of $1,000,000 liability insurance and will continue to for the duration of the contract.

6) Identify all services that will not be included in the contract and are expected to be provided by

City of Salida. Identify these services in the schedule.

SUBMITTAL INFORMATION

Contact: Bidnet Proposals must be received electronically in the Rocky Mountain E-Purchasing (BidNet Direct) System (https://www.bidnetdirect.com/colorado) no later than 5:00PM MDT on 4/21/25. Proposals will be time-stamped by the Rocky Mountain E-Purchasing System upon receipt. The City will only accept complete proposals submitted in the Rocky Mountain E-Purchasing System and will not accept hardcopy proposals or proposals submitted by any other means. If you have questions or need assistance submitting your proposal, contact BidNet Support at 800-835-4603. After uploading proposal documents, you must click the SUBMIT button. The City will not accept uploads that are “saved” but not “submitted”. To verify that your proposal was submitted successfully, you may contact BidNet Support or verify via the Bid Management tab in your account that the documents are not in the “Draft” status. All proposals submitted shall be binding upon the respondent if accepted by the City within sixty

(60) calendar days of the submission date. Negligence on the part of the respondent in preparing the proposal confers no right of withdrawal after the time fixed for the submission of proposal.

This RFP includes a Project Overview/Background/Goals; Scope of Services; Submittal Information, Selection Process and Criteria; and Sample Standard Form of Agreement between City and Consultant https://www.bidnectdirect.com/colorado for Independent Contractor Services Agreement (Exhibit D). Sample Agreement is for reference only and is non-negotiable. Any bid that fails to conform to the essential requirements of the Request for Proposals will be rejected.

1) Any proposal that does not conform to the applicable specifications shall be rejected unless the invitation authorizes the submission of alternate proposals and the items or services offered as alternates meet the requirements specified in the RFP.

2) Proposal shall be rejected when the Consultant imposes conditions that would modify requirements of the invitation or limit the Consultant’s liability to the Owner, since to allow the bidder to impose such conditions would be prejudicial to other bidders. For example, bids shall be rejected in which the bidder: a. Protects against future changes in conditions, such as increased costs, or total possible costs to the Owner cannot be determined.

c. Fails to state a price and indicates that price shall be “price in effect at time of delivery”.

d. Takes exceptions to the RFP terms and conditions.

e. Inserts the bidder’s terms and conditions.

f. Prospective firms are encouraged to carefully read this RFP in its entirety.

The proposal should address all requests within this RFP and specifically document the process for each phase of the project using appropriate text, graphs, tables, maps and any other information necessary to describe the work program. Proposals shall not exceed twenty (20) pages in length. The proposal shall be organized using the following format:

EVALUATION CRITERIA

A selection committee, comprised of City Staff, will evaluate the submittals. Members of the Selection Committee will review and rate each proposal based on the following criteria:

Experience and References – 10 pnts

Qualifications of Personnel – 10 pnts

Project timeline – 10 pnts

Cost of Services – 10 pnts

EXHIBITS

A – Cleora Park Construction Drawings

B – City of Salida Parks Construction Standards and Specifications manual

C – Cleora Park Graphic Plan

D – City of Salida construction services contract template

COVER SHEET

DRAWING INDEX

VICINITY MAP

NORTH

SHEET #. SHEET TITLE

1 COVER SHEET

2 DESIGN SURVEY

3 EXISTING CONDITIONS & DEMOLITION PLAN

4 GRADING PLAN

5 LAYOUT PLAN

6-7 SITE DETAILS

8 PLANTING NOTES & DETAILS

9 PLANTING PLAN

10 IRRIGATION PLAN

11 IRRIGATION SCHEDULE & NOTES

12-13 IRRIGATION DETAILS

E0.0 ELECTRICAL COVER SHEET

E0.1 ELECTRICAL SITE PLAN

E1.0 ENLARGED ELECTRICAL PLAN

E6.0 ELECTRICAL ONE-LINE PLAN

E7.0 ELECTRICAL SCHEDULES & DETAILS

OWNER

CITY OF SALIDA

DEPARTMENT OF PARKS & RECREATION

CONTACT: DIESEL POST

DIRECTOR OF PARKS & RECREATION

PHONE: 719-966-9378

EMAIL: DIESEL.POST@CITYOFSALIDA.COM

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

SHEET TITLE:

STAMP:

CLIENT:

PROJECT:

SUBMITTAL:

CONSULTANT:

ORIGINAL DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

HW

Y 50

SITE LOCATION

VANDAVEER RD.

SITE ADDRESS

Cleora Road Salida, CO 81201

LANDSCAPE ARCHITECT

CONTACT: STACEY STICKLER

VALERIAN LLC

PHONE: 303.907.1323

EMAIL: STACEYS@VALERIANLLC.COM

GENERAL NOTES

1. TOPOGRAPHIC SURVEY WAS PREPARED BY LANDMARK SURVEYING AND MAPPING.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING

HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING GRADE

CONDITIONS AT THE LIMITS OF CONSTRUCTION AND AT LOCATIONS THAT INTERFACE

WITH EXISTING OR PROPOSED IMPROVEMENTS AND NOTIFY THE OWNER OF ANY

DISCREPANCIES THAT CONTRADICT THE DESIGN INTENT FOR DRAINAGE PATTERNS,

MAXIMUM AND MINIMUM SLOPES, AND PROPOSED ELEVATIONS AS SHOWN ON THE

PLAN. THE LANDSCAPE ARCHITECT WILL NOT BE LIABLE FOR ANY COSTS ASSOCIATED

WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION. IF A CONFLICT

EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL

COORDINATE WITH THE OWNER TO MODIFY THE DESIGN PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, APPLICABLE CODES, LICENSES,

STANDARDS, SPECIFICATIONS, PERMITS, BONDS, ETC. WHICH ARE NECESSARY TO

PERFORM THE WORK.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE

GOVERNING AGENCIES AT LEAST 48 HOURS PRIOR TO START UP OR RESTART OF ANY

WORK.

4. LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE.

OWNER AND CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE LOCATIONS AND

ACCURACY OF UTILITIES INDICATED ON THE PLANS. THE CONTRACTOR SHALL LOCATE,

CLEARLY MARK AND MAINTAIN EXISTING UTILITIES ON THE SITE PRIOR TO WORK

START UP. CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (800) 922-1987

PRIOR TO WORK START UP.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND

REPAIR OF UTILITIES IF DAMAGES. REPAIR SHALL BE DONE AT NO ADDITIONAL COST

TO THE CONTRACT. ALL WORK IN UTILITY EASEMENTS SHALL BE FORMED ACCORDING

TO THE REQUIREMENTS OF THE GOVERNING AGENCY.

6. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES, SIGNAGE AND OTHER

FORMS OF PROTECTION AS REQUIRED TO PROTECT THE OWNER'S PERSONNEL AND

GENERAL PUBLIC FROM INJURY DUE TO CONSTRUCTION ACTIVITIES.

7. CONSTRUCTION ACCESS INTO THE PROJECT SITE SHALL BE LIMITED. CONSTRUCTION

ACCESS WITHIN THE PARK SHALL BE LIMITED TO THE SPECIFIED LIMITS OF

CONSTRUCTION. NO OTHER POINTS OF ACCESS SHALL BE ALLOWED.

8. EXISTING SKATEPARK IMPROVEMENTS TO REMAIN. IF ANY DAMAGE TO THE EXISTING

IMPROVEMENTS OCCUR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

REPAIRS AT NO COST TO THE OWNER.

9. CONTRACTOR SHALL INSTALL ALL IMPROVEMENTS IN ACCORDANCE WITH THE SALIDA

BUILDING CODES AND THE 2012 IBC.

10. CONTRACTOR SHALL READ THESE PLANS AND NOTES ENTIRELY AND BRING ANY

DISCREPANCIES TO THE OWNER.

11. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS BEFORE

SUBMITTAL OF A CONSTRUCTION BID.

SALIDA PARKS AND RECREATION

CLEORA PARK

12. IF ANY UTILITIES OF FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, ALL

WORK SHALL STOP IMMEDIATELY AND THE UTILITY COMPANY SHALL BE NOTIFIED.

13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL

SUBSTRUCTURES WITHIN THE AREA OF PROPOSED IMPROVEMENTS, AND IN THE

EVENT OF DAMAGE, THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR

REPLACEMENT.

14. THE CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND

SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS

SHOWN IN THESE PLANS AND NOTES.

15. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND

WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF THE FINAL

ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN

GUARANTEE ON LETTERHEAD AT THE TIME OF FINAL INSPECTION.

16. CONTRACTOR TO REFER TO THE "GEOTECHNICAL GEOTECHNICAL ENGINEERING

STUDY SALIDA HOT SPRINGS AQUATIC CENTER PROPOSED NEW LOCKER ROOMS 410

WEST US HIGHWAY 50, COLORADO " DATED MARCH 9, 2015.

17. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL

REGULATIONS INCLUDING BUT NOT LIMITED TO:

A. OSHA REGULATIONS

B. NPDES STORMWATER REGULATIONS

C. LOCAL, STATE, AND FEDERAL PERMITS

D. CLEAN WATER ACT

E. CITY OF SALIDA CONSTRUCTION STANDARDS AND SPECIFICATIONS

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS

NECESSARY FOR COMPLETION OF THE WORK, UNLESS SPECIFICALLY NOTED

OTHERWISE.

19. THE CONTRACTOR SHALL PROVIDE THE CITY OF SALIDA PUBLIC WORKS

DEPARTMENT NOTICE A MINIMUM OF 7 DAYS PRIOR TO COMMENCING WORK THAT

WILL IMPACT PUBLIC ACCESS OF SERVICES.

20. THE CONTRACTOR SHALL AT TIMES MAINTAIN PROPER BARRICADING, DUST

CONTROL, TRAFFIC CONTROL, SHORING AND SAFETY MEASURES OF EVERY NATURE.

ALL EXCAVATIONS LEFT OPEN OVERNIGHT MUST BE BARRICADED TO PREVENT

VEHICULAR AND PEDESTRIAN ACCESS.

21. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF SALIDA PUBLIC WORKS

DEPARTMENT TO ARRANGE FOR ANY CONSTRUCTION WATER NEEDED PRIOR TO THE

START OF CONSTRUCTION.

22. CONTRACTOR SHALL KEEP WEIGHT TICKETS, BATCH TICKETS, INVOICES ETC, FOR

ALL MATERIAL INCORPORATED INTO THE PROJECT. COPIES MUST BE SUBMITTED TO

THE OWNER PRIOR TO PAYMENT FOR ITEMS.

100% SUBMITTAL

CHASE ST.

CONFLUENCE RD. O

LD

STABLE R

D

TWO RIVERS RD.

CLEO

RA RD

stacey stickler New Stamp

WV

S S

S S

S

S

S

S

S S

S

S S

S

S

S

S

S

S

S

S

S S

S S

S

S

S

S

S

S

S

W W

W

W

W

W

W

W

W

W

W W

W W

W

W

W

W

W

W W

W

W

W

W W

W

W

W

W

WV

WV

WV

WV

WV

WV

X

X

X

X

X

WM

EXISTING CONCRETE SIDEWALK TO

REMAIN, PROTECT IN PLACE, TYP.

EXISTING CONCRETE SIDEWALK TO

REMAIN, PROTECT IN PLACE, TYP.

LIMITS OF CONSTRUCTION, TYP.

EXISTING SIDEWALK

RAMP, PROTECT IN

PLACE, TYP.

EXISTING DETENTION POND,

DO NOT DISTURB, TYP.

CLEARING & GRUBBING, TYP.

EXISTING WATER MAIN TO REMAIN,

PROTECT IN PLACE, TYP.

LEGEND

PROPERTY BOUNDARY

EXISTING CONTOUR

LIMIT OF DISTURBANCE

CONCRETE PAVING

CLEARING & GRUBBING AREA

EXISTING

CONDITIONS &

DEMO PLAN

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

SHEET TITLE:

STAMP:

CLIENT:

PROJECT:

SUBMITTAL:

CONSULTANT:

ORIGINAL DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

EXISTING CONDITIONS & DEMO PLAN1 0

SCALE:

feet20 40 60

1" = 20'NORTH

DEMOLITION NOTES:

1. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BE AWARE OF ANY UNDERGROUND UTILITIES. PROTECT ALL EXISTING SITE

FEATURES INCLUDING CONCRETE CURB AND GUTTER, CONCRETE SIDEWALK, CONCRETE WALK, UTILITIES, TO REMAIN FROM POTENTIAL DAMAGE BY

SITE CONSTRUCTION OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE.

2. IT IS THE CONTRACTORS RESPONSIBILITY TO INSPECT AND CONFIRM SITE CONDITIONS PRIOR TO BEGINNING WORK. COMMENCEMENT OF WORK SHALL SIGNIFY ALL CONDITIONS ARE ACCEPTABLE AND NO ALLOWANCE WILL BE MADE FOR UNRECOGNIZED CONDITIONS AFTER START OF WORK.

3. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXITING HARDSCAPE AND LANDSCAPE TO BE REMOVED PRIOR TO DEMO/CONSTRUCTION.

4. CONTRACTOR SHALL REPLACE OR REPAIR TO ORIGINAL CONDITION ALL BUILDINGS, UTILITIES AND SITE IMPROVEMENTS NOT DESIGNATED FOR

REMOVAL THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.

5. ALL TRAFFIC CONTROL SHALL BE IN CONFORMANCE WITH THE CITY OF SALIDA.

6. ALL INGRESS/EGRESS POINTS OF ACCESS FOR HEAVY VEHICLES AND EQUIPMENT TO BE COORDINATED WITH CITY OF SALIDA.

7. SEE LAYOUT PLANS FOR ALL DIMENSIONS.

S

S

S

S

S

S

S

S

S

S

S

S S

S S

S

S

S

S

S

S

S S

W

W

W

W

W

W

W

W

W

W W

W W

W

W

W

W

W

W W

W

W

W

W W

W

W

W

W

WV

WV

WV

X

X

X

X

X

WM

11 7011

WV

S S

S

S

S

S

S

S

S

S

S

S

S S

S S

S

S

S

S

S

S

S S

W

W

W

W

W

W

W

W

W

W W

W W

W

W

W

W

W

W W

W

W

W

W W

W

W

W

W

WV

WV

WV

X

X

X

X

X

WM

11 7011

MEET & MATCH

EXISTING GRADE, TYP.

MEET & MATCH

EXISTING GRADE, TYP.

MEET & MATCH

EXISTING GRADE, TYP.

1.5%

MAX.

4.5%

MAX.

4:1

MAX

7010.81 FS

7010.66 TC

7010.81 FS

7010.80 TC

7010.66 TC

7011.00 FS

7011.00 TC

7011.09 FS

1.8% M

AX.

7012.36 FS

7012.36 FS

LEGEND

PROPERTY BOUNDARY

EXISTING CONTOUR

PROPOSED CONTOUR

SPOT ELEVATION

SLOPE ARROW

CONCRETE PAVING

LANDSCAPE MULCH

COBBLE ROCK MULCH

LOG BORDER/FEATURE LOG

BOULDERS

VERTICAL FEATURE LOG

7012.00 FS

GRADING PLAN

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

SHEET TITLE:

STAMP:

CLIENT:

PROJECT:

SUBMITTAL:

CONSULTANT:

ORIGINAL DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

GRADING PLAN1 0

SCALE:

feet20 40 60

1" = 20'NORTH

1. EXISTING CONTOUR INTERVAL IS 1 FOOT.

2. PROPOSED CONTOUR INTERVAL IS 1 FOOT.

3. CONTRACTOR TO VERIFY ALL EXISTING SPOT ELEVATIONS.

4. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PREPARED AND LANDSCAPED AS DIRECTED.

5. ALL TOPSOIL WHERE PHYSICALLY PRACTICABLE, SHALL BE SALVAGED AND NO TOPSOIL SHALL BE REMOVED FROM

THE SITE EXCEPT AS SET FORTH IN THE APPROVED PLANS. TOPSOIL AND OVERBURDEN SHALL BE SEGREGATED AND STOCKPILED SEPARATELY. ALL STOCKPILES SHALL REMAIN WEED FREE. TOPSOIL AND OVERBURDEN SHALL BE REDISTRIBUTED WITHIN THE GRADED AREA AFTER ROUGH GRADING TO PROVIDE A SUITABLE BASE FOR AREAS THAT WILL BE SEEDED AND PLANTED. RUNOFF FROM THE STOCKPILED AREA SHALL BE CONTROLLED TO PREVENT EROSION

AND RESULTING SEDIMENTATION OF RUNOFF WATER.

6. CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT SCATTERING WHEN REQUESTED BY OWNER. DO NOT USE WATER WHEN IT MAY CREATE HAZARDOUS CONDITIONS SUCH AS ICING, FLOODING OR RUNOFF POLLUTION OR IF PROHIBITED BY CURRENT DROUGHT RESTRICTIONS.

7. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS.

8. PROPOSED GRADING ADJACENT TO EXISTING UTILITY STRUCTURES AND MAY NEED ADJUSTMENT.

9. CONTRACTOR SHALL PROVIDE SMOOTH FINISH GRADE FREE OF RUTS, DEPRESSIONS AND IRREGULARITIES.

10. SEE UTILITIES PLAN FOR ELEVATIONS, LOCATIONS AND DETAILS OF DRAINAGE IMPROVEMENTS.

11. UTILITIES SHOWN ARE FOR INFORMATION ONLY. IT SHALL REMAIN THE CONTRACTOR'S RESPONSIBILITY TO LOCATE

AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL RESTORE AREAS DAMAGED DURING CONSTRUCTION TO

THEIR ORIGINAL STATE.

12. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND BASE THE BID ON ACTUAL ON-SITE CONDITIONS

AND MEASUREMENTS. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. ANY DISCREPANCIES ON THE PLANS

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER.

13. ALL CONCRETE PAVING SHALL MEET ADA COMPLIANCE AND SHALL NOT EXCEED THE 1.5% CROSS SLOPE. IF THE CONCRETE PAVING IS NOT IN COMPLIANCE, THE CONTRACTOR SHALL REPLACE THE CONCRETE AT NO COST TO THE

OWNER.

14. ALL IMPROVEMENTS SHALL MAINTAIN POSITIVE DRAINAGE.

15. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES PER THE TOWN OF BUENA VISTA.

GRADING NOTES:

SID

EW

ALK

WV

S

S

S

S

S

S

S

S

S S

S S

S

S

S

S

S

S

S S

W

W

W

W

W

W W

W W

W

W

W

W

W

W W

W

W

W

W W

W

W

W

WV

WV

WV

X

X

X

X

X

SIDEW

ALK

SIDEW

ALK

CLEO

RA RO

AD

WM

10'

1.5' CPP

INV.=7005.83'

RIP RAP

8', TYP.

8 9

R3'

42 43

49 50

R3'

R3

R 3'R3'

5', TYP.

EJ

EJ

EJ

C1

C2

C3

C4

C5

C6

C7

C8

C9 C10

C11

C12

C13

C16

C15

C14

CONCRETE PAVING

CRUSHER FINES

TRAIL

FEATURE BOULDER

CONCRETE CURB EDGE

PICNIC TABLE, TYP.

OWNER PROVIDED

FENCE, TYP.

OWNER PROVIDED

VERTICAL LOG FEATURE

FIELD LOCATE, TYP.

CONCRETE CURB EDGE

BENCH, TYP.

OWNER PROVIDED

LOG BORDER/ FEATURE,

FIELD LOCATE, TYP.

FUTURE BATHROOM LOCATION

PORT-O-LET LOCATION,

FIELD LOCATE

R8'

R8' R8'

R8'

SHADE STRUCTURE1

6', TYP.

4' -6

TY

P.

PROPERTY BOUNDARY

CONCRETE PAVING

CRUSHER FINES TRAIL

LANDSCAPE MULCH

COBBLE ROCK MULCH

LOG BORDER/FEATURE LOG

FEATURE BOULDERS

VERTICAL FEATURE LOG

LEGEND

POINT DESCRIPTION NORTHING EASTING

1 CL OF CONCRETE

WALK, INTERSECT

WITH EXIST WALK

N 1249965.68 E 2862700.97

2 CL OF CONCRETE

WALK

N 1249970.34 E 2862709.87

3 CL OF CONCRETE

WALK

N 1249974.75 E 2862732.12

4 CL OF CONCRETE

WALK

N 1249966.03 E 2862753.06

5 CL OF CONCRETE

WALK

N 1249942.53 E 2862818.31

6 CL OF CONCRETE

WALK

N 1249967.14 E 2862883.16

7 CL OF CONCRETE

WALK

N 1250001.09 E 2862931.83

8 CL OF CONCRETE

WALK

N 1250022.82 E 2862987.05

9 CL OF CONCRETE

WALK INTERSECT

WITH CL OF

CRUSHER FINES

PATH

N 1250022.98 E 2862987.67

10 CL OF CONCRETE

WALK,

INTERSECTION OF

EXIST WALK

N 1250027.86 E 2863005.54

11 CL OF CRUSHER

FINES PATH

N 1250018.77 E 2862987.40

12 CL OF CRUSHER

FINES PATH

N 1249916.39 E 2862920.34

13 CL OF CRUSHER

FINES PATH

INTERSECT WITH

CL OF CRUSHER

FINES PATH

N 1249907.14 E 2862821.23

14 CL OF CRUSHER

FINES PATH

INTERSECT WITH

CL OF CRUSHER

FINES PATH

N 1249919.22 E 2862794.30

15 CL OF CRUSHER

FINES PATH

N 1249941.41 E 2862793.15

16 CL OF CRUSHER

FINES PATH

N 1249913.12 E 2862787.91

17 CL OF CRUSHER

FINES PATH

N 1249922.45 E 2862760.70

18 CL OF CURSHER

FINES PATH

N 1249904.76 E 2862820.46

19 CL OF CRUSHER

FINES PATH

N 1249880.55 E 2862816.89

20 CL OF CRUSHER

FINES PATH

N 1249854.29 E 2862822.27

21 EDGE OF

CRUSHER FINES

PATH

N 1249908.33 E 2862774.71

22 EDGE OF

CRUSHER FINES

PATH

N 1249907.96 E 2862766.99

23 EDGE OF

CRUSHER FINES

PATH

N 1249905.64 E 2862759.62

24 EDGE OF

CRUSHER FINES

PATH

N 1249899.62 E 2862748.20

25 EDGE OF

CONCRETE

PAVING AND

CRUHSER FINES

N 1249907.61 E 2862744.08

26 EDGE OF

CRUSHER FINES

PATH

N 1249914.34 E 2862748.21

27 EDGE OF

CRUSHER FINES

PATH

N 1249921.65 E 2862745.48

28 EDGE OF

CONCRETE

PAVING

N 1249967.34 E 2862743.70

29 EDGE OF

CONCRETE

PAVING

N 1249935.17 E 2862730.04

30 EDGE OF

CONCRETE

PAVING AND

CONCRETE CURB

N 1249923.48 E 2862762.98

31 EDGE OF

CONCRETE

PAVING AND

CONCRETE CURB

N 1249926.27 E 2862762.51

32 EDGE OF N 1249929.10 E 2862762.36

NORTHING/EASTING POINT SCHEDULE

CONCRETE CURB

32 EDGE OF

CONCRETE

PAVING AND

CONCRETE

EDGER

N 1249929.10 E 2862762.36

33 EDGE OF

CONCRETE

PAVING

N 1249937.36 E 2862769.31

34 EDGE OF

CONCRETE

PAVING AND

CONCRETE CURB

N 1249945.03 E 2862761.71

35 EDGE OF

CONCRETE

PAVING AND

CONCRETE CURB

N 1249948.08 E 2862761.77

36 EDGE OF

CONCRETE

PAVING AND

CONCRETE CURB

N 1249951.34 E 2862762.40

37 EDGE OF

CONCRETE

PAVING AND

CONCRETE CURB

N 1249952.66 E 2862763.57

38 EDGE OF

CONCRETE CURB

N 1249952.54 E 2862765.33

39 EDGE OF

CONCRETE CURB

N 1249946.96 E 2862776.44

40 EDGE OF

CONCRETE CURB

N 1249942.72 E 2862788.23

41 EDGE OF

CONCRETE CURB

N 1249916.40 E 2862788.33

42 EDGE OF

CONCRETE CURB

N 1249969.34 E 2862755.33

43 EDGE OF

CONCRETE CURB

N 1249969.11 E 2862783.42

44 EDGE OF

CONCRETE CURB

N 1249947.82 E 2862801.76

45 EDGE OF

CRUSHER FINES

N 1249962.85 E 2862763.92

46 EDGE OF

CRUSHER FINES

N 1249958.99 E 2862770.16

47 EDGE OF

CRUSHER FINES

N 1249952.77 E 2862783.47

48 EDGE OF

CRUSHER FINES

N 1249950.38 E 2862790.50

49 CENTER OF

SHADE

STRUCTURE POST

N 1249952.42 E 2862738.40

50 CENTER OF

SHADE

STRUCTURE POST

N 1249953.19 E 2862754.38

51 CENTER OF

SHADE

STRUCTURE POST

N 1249933.32 E 2862755.34

52 CENTER OF

SHADE

STRUCTURE POST

N 1249932.46 E 2862739.36

53 CENTER OF

BENCH

N 1249963.22 E 2862768.41

54 CENTER OF

BENCH

N 1249954.23 E 2862787.95

55 END OF FENCE N 1249954.64 E 2862713.50

56 END OF FENCE N 1249908.77 E 2862736.97

CURVE NO.

C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16

POINT OF

BEGINNING

POINT OF

END

RADIUS

16.5

LENGTH

39.43 141.58 118.92 263.58 65.25 51.5 15.5

16.33 78.25 5.67 23.67 6.33 3.58 24.92 60.92 57.92

TABLE OF CURVES

POINT DESCRIPTION NORTHING EASTING

1 CL OF CONCRETE N 1249965.68 E 2862700.97

LAYOUT PLAN

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

SHEET TITLE:

STAMP:

CLIENT:

PROJECT:

SUBMITTAL:

CONSULTANT:

ORIGINAL DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

LAYOUT PLAN1 0

SCALE:

feet20 40 60

1" = 20'NORTH1. ALL SITE IMPROVEMENTS MUST BE FIELD SURVEYED AND STAKED BY CONTRACTOR. OWNER SHALL APPROVE STAKED LOCATION OF IMPROVEMENTS PRIOR TO INSTALLATION START-UP. FINAL LOCATION OF ALL CONCRETE TRAIL, CRUSHER FINES TRAIL, POST & DOWEL FENCE, AND BOULDERS SHALL BE REVIEWED BY THE

PROJECT MANAGER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

2. PROJECT MANAGER SHALL APPROVE FINAL STAKING BY CONTRACTOR OF ALL CONCRETE FLATWORK PRIOR TO CONSTRUCTION AND ALL FORM WORK AND

EXPANSION JOINT LOCATIONS PRIOR TO POURING.

3. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANY DEVIATION FROM THESE PLANS MUST BE APPROVED BY PROJECT

MANAGER PRIOR TO CONSTRUCTION.

4. PRIOR TO EXCAVATION, UNDERGROUND UTILITIES MUST BE FIELD VERIFIED (SEE GENERAL NOTES).

5. SEE SITE SURVEY FOR ADDITIONAL CONTROL POINTS, MONUMENTS AND BENCHMARKS.

6. ALL CONTROL JOINTS SHALL BE SAW CUT AND SPACED AS INDICATED ON THE PLANS AND DETAILS. EXPANSION JOINTS SHALL BE PLACED AS INDICATED ON THE

DRAWINGS OR EVERY 120 LINEAL FEET. PROVIDE EJ AT ALL TRANSITIONS BETWEEN EX CONCRETE WORK AND NEW. CONTRACTOR SHALL LAYOUT ALL CONTROL

JOINTS AND EXPANSION JOINTS IN THE FIELD FOR APPROVAL BY PROJECT MANAGER.

7. CRUSHER FINES TRAIL TO BE 3/8" MINUS STABILIZED GREY CRUSHER FINES OR APPROVED EQUAL. CRUSHER FINES PAVING TO BE 3/8" MINUS GREY CRUSHER FINES WITHOUT STABILIZER OR APPROVED EQUAL.VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

8. IT IS THE CONTRACTORS RESPONSIBILITY TO INSPECT AND CONFIRM SITE CONDITIONS PRIOR TO BEGINNING WORK. COMMENCEMENT OF WORK SHALL SIGNIFY ALL CONDITIONS ARE ACCEPTABLE AND NO ALLOWANCE WILL BE MADE FOR UNRECOGNIZED CONDITIONS AFTER START OF WORK.

9. ANY DAMAGE TO THE EXISTING CONCRETE OR EXISTING PLAYGROUND SHALL BE REPLACED AT NO COST TO THE OWNER. THIS INCLUDES ANY CONCRETE

FLATWORK, SKATEPARK, AND CAST-IN-PLACE CONCRETE.

10. PROTECT ALL TREES WITH TREE PROTECTION FENCE AS SHOWN.

11. ANY WORK IN THE CRITICAL ROOT ZONE (CRZ) MUST HAVE APPROVAL BY THE OWNER PRIOR TO COMMENCEMENT OF ACTIVITY. THE CRITICAL ROOT ZONE SHALL BE

EQUAL TO 12'' RADIALLY FROM THE TREE FOR EVERY ONE INCH OF TRUNK DIAMETER AT BREAST HEIGHT.

12. CONTRACTOR SHALL VERIFY AND MAINTAIN ALL SETBACKS, CLEAR ZONES AND SIGHT TRIANGLES REQUIRED BY ALL LOCAL AND MUNICIPAL CODES WHERE

APPLICABLE.

13. ALL IMPROVEMENTS SHALL MEET AND MATCH THE EXISTING GRADE OF THE EXISTING CONCRETE. ALL CONCRETE PAVING AND ANY IMPROVEMENTS SHALL SLOPE

AWAY FROM THE EDGE OF THE EXISTING CONCRETE AND MAINTAIN POSITIVE DRAINAGE.

14. ALL CONCRETE PAVING SHALL MEET ADA COMPLIANCE AND SHALL NOT EXCEED 2% CROSS SLOPE. IF THE CONCRETE PAVING IS NOT IN COMPLIANCE THE

CONTRACTOR SHALL REPLACE THE CONCRETE AT NO COST TO THE OWNER.

15. CONTRACTOR SHALL USE THE CITY OF SALIDA CONCRETE PAVING STANDARD AT A 4'' DEPTH.

LAYOUT NOTES

SITE DETAILS

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

SHEET TITLE:

STAMP:

CLIENT:

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ORIGINAL DATE:

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DRAWN BY:

DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

NOTES:

1. FINAL CONC. SURFACE SHALL RECEIVE MED. BROOM FINISH

2. CONSTRUCTION JOINTS SHALL BE 8'-0" O.C. UNLESS OTHERWISE

DIRECTED BY CITY STANDARDS.

3. EXPANSION JOINTS SHALL BE 100'-0" O.C.

4. 2' MINIMUM SETBACK FROM OBSTABLES.

-4" THICKNESS

-CONSTRUCT IN ACCORDANCE

WITH CITY STANDARDS

LAWN/PLANT BED

GRADED AWAY

FROM WALK

2 % 2 % 2 %

CONCRETE PAVING

N.T.S.

CONCRETE WALK: WIDTH VARIES

TOP OF CONCRETE TO BE FLUSH

WITH SURROUNDING GRADE.

6" DEPTH COMPACTED

CRUSHED ROCK

SUBGRADE

321313.13-48

CONCRETE CURB EDGE

1 1/2" = 1'-0"

TOP OF CONCRETE EDGER 1.5"

HIGHER THAN TOP OF ADJACENT

LANDSCAPE FINISHED GRADE

REFER TO PLANS FOR

SURFACE MATERIAL

COMPACT AGGREGATE BASE, 3"

MINIMUM OR PER

MANUFACTURER'S

RECOMMENDATION

ARTIFICIAL TURF, GLUE FABRIC

TO CONCRETE CURB EDGE W/

MANUFACTURER'S

RECOMMENDED ADHESIVE.

#4 REBAR CONTINUOUS

6", TYP.

1" RADIUS ON ALL

EXPOSED EDGES, TYP.

321613.16-11

NOTE:

1. ALL BOULDERS TO BE GLACIER WHITE BOULDER, OR APPROVED OTHER.

2. DO NOT FRACTURE BOULDERS DURING PLACEMENT, SUCH ACTION WILL BE CAUSE FOR REJECTION.

3. SELECT AND PLACE BOULDERS SO THAT MINIMAL EXCAVATION SCARES ARE VISIBLE

4. PLACE BOULDERS TO CONFIGURATIONS AND LOCATIONS AS SHOWN ON PLANS. OWNER TO APPROVE

LOCATION PRIOR TO FINAL SETTING.

5. ALL BOULDERS TO BE BURIED A MINIMUM OF 12"

6. ALL BOULDERS TO BE APPROVED BY OWNER PRIOR TO PLACEMENT

7. ENSURE SELECTED BOULDER HAS CROWN TO SHED WATER FROM TOP TO PREVENT PUDDLING.

8. WASH OFF BOULDERS COMPLETELY AFTER INSTALLATION

9. BOULDERS TO BE:

LRG: 36" LENGTH X 24" WIDTH X 36" HEIGHT

FEATURE BOULDER

1/4" = 1'-0"

EX

PO

SU

R

E H

EI

G

H T

PLACE WITH UNSCARRED SIDE UP

FINISHED GRADE, SEE GRADING PLAN

EXISTING SOIL.

COMPACT SUBGRADE 95%

PROCTOR DENSITY.

" M

IN

EXPOSURE TO VARY, 12" TO 18".

CONTRACTOR TO COORDINATE HEIGHT

WITH LANDSCAPE ARCHITECT

S1-01S1-01

WIDTH VARIES,

SEE PLAN

COMPACTED SUBGRADE

STABILIZED CRUSHER

FINES, SEE NOTES

CLEAR ZONE ON BOTH

SIDES OF TRAIL; WIDTH

VARIES: MIN. 2' WIDE.

CLEAR ZONE SURFACE

VARIES, RE: PLAN

2% TYP.

FILTER FABRIC TO

SURROUND SIDES AND

BOTTOM OF

CRUSHERFINES, SECURE

WITH FABRIC STAKES AT

EACH EDGE, 5' OC

CRUSHER FINES TRAIL

1/4" = 1'-0"

NOTES:

1. SUPPLY AND INSTALL 21 " CRUSHER FINES TO 6"

DEPTH, MINUS MINIMUM. INSTALL IN 3" LIFTS,

COMPACTED. PROVIDE STABILIZED CRUSHER

FINES FOR TOP 3" LIFT. INSURE POSITIVE

DRAINAGE AWAY FROM ALL STRUCTURES.

2. ALL CRUSHER FINES MATERIAL SHALL BE COLOR

GRAY OVER FILTER FABRIC.

3. EDGING PER CITY DIRECTION

C2-01

VERTICAL FEATURE LOG

NTS

UNDISTURBED SOIL

COMPACTED SUBGRADE

5/8" MINUS COMPACTED

AGGREGATE

VERTICAL FEATURE LOGS

REFER TO LAYOUT FOR

ADJACENT MATERIALS

NOTES:

1. INSTALL FEATURE LOGS ACCORDING TO THE LAYOUT PLANS.

2. FILTER FABRIC TO BE INSTALLED UNDER THE BORDER LOG TO

PREVENT LOOSE FILL MATERIAL FROM ACCESSING THE BORDER

BASE.

3. COMPACTED BASE AGGREGATE TO BE AT LEAST 4" DEEP.

36"

PF-21

LOG BORDER/FEATURE LOG

NTS

UNDISTURBED SOIL

COMPACTED SUBGRADE

5/8" MINUS COMPACTED

AGGREGATE

LOG BORDER

NOTES:

1. LOGS MUST BE PLACED SO THAT A MINIMUM OF 1/3 OF THE LOGS

HEIGHT IS BURIED BELOW FINISHED GRADE OF THE LOWEST

SURROUNDING SURFACE.

2. FILTER FABRIC TO BE INSTALLED UNDER THE BORDER LOG TO

PREVENT LOOSE FILL MATERIAL FROM ACCESSING THE BORDER

BASE.

3. COMPACTED BASE AGGREGATE TO BE AT LEAST 6" DEEP.

6"

M

IN

. 1 3 H

EI

G H

T

REFER TO LAYOUT FOR

ADJACENT MATERIALS

FILTER FABRIC TO BE

LINED UNDER LOG

PF-25

SITE DETAILS

SHADE SHELTER

N.T.S.

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

SHEET TITLE:

STAMP:

CLIENT:

PROJECT:

SUBMITTAL:

CONSULTANT:

ORIGINAL DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

ARCHITECTURAL ELEVATIONS

COLUMN LAYOUT PLAN

STRUCTURAL FRAME ELEVATIONS

MANUFACTURER: POLIGON

MODEL: CHELSEA 20' X 24' (CHE20X24)

CODE QTY BOTANICAL NAME COMMON NAME

DECIDUOUS TREES

ACNS 4 ACER NEGUNDO `SENSATION` SENSATION BOX ELDER MAPLE

CEOC 4 CELTIS OCCIDENTALIS COMMON HACKBERRY

GYKE 3 GYMNOCLADUS DIOICUS KENTUCKY COFFEETREE

EVERGREEN TREES

PIPO 6 PINUS PONDEROSA PONDEROSA PINE

ORNAMENTAL TREES

PCCC 2 PYRUS CALLERYANA `CHANTICLEER` CHANTICLEER PEAR

DECIDUOUS SHRUBS

CADA 5 CARYOPTERIS X CLANDONENSIS 'DARK KNIGHT' DARK KNIGHT BLUE MIST SPIREA

CHMI 3 CHAMAEBATIARIA MILLEFOLIUM FERNBUSH

ERSP 8 ERICAMERIA NAUSEOSA SPECIOSA DWARF BLUE RABBITBRUSH

PEAT 3 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE

ORNAMENTAL GRASSES

BOGR 21 BOUTELOUA GRACILIS `BLONDE AMBITION` BLONDE AMBITION BLUE GRAMA

CAOV 20 CALAMAGROSTIS X ACUTIFLORA `OVERDAM` OVERDAM FEATHER REED GRASS

PERENNIALS

AGAP 5 AGASTACHE RUPESTRIS 'APACHE SUNSET' APACHE SUNSET HYSSOP

ARFR 6 ARTEMISIA FRIGIDA FRINGED SAGE

ECPU 5 ECHINACEA PURPUREA `KIM`S KNEE HIGH` PURPLE CONEFLOWER

RUGO 17 RUDBECKIA FULGIDA `GOLDSTRUM` BLACK EYED SUSAN

GROUND COVERS

SEED-1 14,487 SF NATIVE SEED

SOD 9,085 SF SODDING

PLANT SCHEDULE

PLANTING

NOTES &

DETAILS

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

SHEET TITLE:

STAMP:

CLIENT:

PROJECT:

SUBMITTAL:

CONSULTANT:

ORIGINAL DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

DO NOT CUT LEADER. PRUNE ALL DAMAGED

OR DEAD WOOD AFTER PLANTING. KEEP

CROWN SHAPE TYPICAL OF SPECIES. REMOVE

ALL PLANTING LABELS AFTER FINAL

ACCEPTANCE.

PLANT SO THAT TOP OF ROOTBALL IS 1"

LOWER THAN FINISH GRADE. COVER

NURSERY SOIL COMPLETELY.

FORM 3" CONTINUOUS RIM WATERING DISH.

BACKFILL PLANTING PIT WITH NATIVE SOIL.

REMOVE ALL CONTAINER MATERIAL. PLACE

OVER UNDISTURBED SOIL.

WATER AND TAMP POCKETS TO REMOVE AIR.

UNDISTURBED SOIL.

SHRUB PLANTING

NTS

SC-24

PLANTING NOTES:

1. ALL LANDSCAPE AREAS SHALL RECEIVE 4" TOPSOIL (FROM ON-SITE STOCKPILE) AND SOIL PREPARATION AS SPECIFIED.

2. ALL EXISTING GRASS STAND AREAS DISTURBED BY CONSTRUCTION OPERATIONS SHALL RECEIVE SOIL PREPARATION AND SEED BY THE CONTRACTOR.

3. 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 THE PLANTINGS, THE IRRIGATION EQUIPMENT SHALL BE RELOCATED.

4. ALL PLANT MATERIAL SHALL BE STAKED OR PLACED BY THE CONTRACTOR AND OBSERVED BY THE OWNER PRIOR TO PLANTING OPERATIONS.

5. CONTRACTOR SHALL HAND DIG ALL PLANTING PITS ADJACENT TO UTILITIES. IF UTILITIES ARE DAMAGED REPAIRS SHALL BE MADE AT NO ADDITIONAL COST TO OWNER.

6. ALL PLANT MATERIAL SHALL MEET OR EXCEED CURRENT AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1 AND THE COLORADO NURSERY ACT AND ACCOMPANYING RULES AND REGULATIONS.

7. ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. THE SYSTEM SHALL BE PROPERLY ZONED TO SEPARATE PLANT MATERIAL BY WATER REQUIREMENT. ALL SHRUB BEDS AND TREES SHALL BE IRRIGATED BY USING LOW

WATER/DRIP TECHNIQUES. ALL TURF AREAS SHALL BE IRRIGATED USING POP-UP SPRAY OR ROTOR APPLICATION.

8. IRRIGATION AND LANDSCAPE IMPROVEMENTS ADJACENT TO EXISTING TREES TO REMAIN SHALL BE HAND DUG, EXTRA CARE IS TO BE TAKEN WHERE ROOTS LARGER THAN 2" DIAMETER ARE ENCOUNTERED.

9. CONTRACTOR SHALL LOCATE ALL SHRUBS AND PLANTING BEDS ACCORDING TO LOCATIONS SHOWN ON DRAWINGS. ALL PLANTING LOCATIONS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE OWNER PRIOR TO THE START OF PLANTING OPERATIONS. THE

CONTRACTOR SHALL MAKE MODIFICATIONS IN LOCATIONS AS DIRECTED BY THE OWNER.

10. THE PLANT SCHEDULE IS FOR CONTRACTOR'S CONVENIENCE ONLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND REPORTING IN WRITING TO THE LANDSCAPE ARCHITECT ANY CONFLICTS RELATIVE TO IMPLEMENTATION OF THE

LANDSCAPE CONSTRUCTION DOCUMENTS. VALERIAN LLC. SHALL NOT ASSUME ANY ERRORS OR OMISSIONS IN THE PLANT SCHEDULE LISTED HEREIN. THE PLANT SYMBOLS SHOWN ON THE LANDSCAPE PLAN SHALL PREVAIL SHOULD THERE BE ANY DISCREPANCIES IN

QUANTITIES BETWEEN THE PLAN AND PLANT SCHEDULE.

11. THE CONTRACTOR SHALL PROVIDE PLANT PROTECTION AND MAINTENANCE THROUGHOUT INSTALLATION AND UNTIL FINAL ACCEPTANCE OF LANDSCAPE INSTALLATION PER SPECIFICATIONS.

12. ALL PLANTING BEDS SHALL HAVE UNDERGROUND IRRIGATION SYSTEM AND WOOD LANDSCAPE MULCH.

13. BID ALTERNATE NO. 3: CONTRACTOR TO PROVIDE PRICING FOR ALL PLANTINGS AS PROVIDED IN THE PLANT SCHEDULE AND THE (12) FEATURE BOULDERS SHOWN ON THE DRAWINGS.

13. BID ALTERNATE NO. 4: CONTRACTOR TO PROVIDE PRICING FOR SODDING IN THE TURFGRASS SEEDING AREAS.

14. TURFGRASS SEEDING SHALL NOT EXCEED 4:1 SLOPE.

(2) METAL 'T' POST STAKES WITH

PROTECTIVE CAP, DRIVE (MIN 24") FIRMLY

INTO SUBGRADE PRIOR TO BACKFILLING.

(2) 12 GAUGE GALV. GUY WIRES AT 3'-0"

ABOVE GRADE W/ 1/2" DIA. X 18" P.V.C.

PIPE ON EACH WIRE.

PLANT SO THAT TOP OF ROOT BALL IS 2"

ABOVE FINISHED GRADE.

PLACE FERTILIZER PRIOR TO MULCH

APPLICATION. FEATHER MULCH TO TREE

TRUNK.

MULCH AS SPECIFIED, FORM SAUCER W/

3" CONT. RIM.

CUT AND REMOVE ALL TWINE WRAPPING

AND BURLAP FROM TOP HALF OF BALL.

WATER AND TAMP POCKETS TO REMOVE

AIR.

3" TAMPED TOPSOIL.

SCARIFY TO 4" DEPTH.

NOTE:

1. DO NOT CUT LEADER.

2. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING,

STAKING AND MULCHING.

3. KEEP CROWN SHAPE TYPICAL OF SPECIES. REMOVE ALL

PLANTING LABELS AFTER FINAL ACCEPTANCE BY

LANDSCAPE ARCHITECT.

DECIDUOUS TREE

1/2" = 1'-0"

2 X BALL DIA.

FULLY REMOVE ALL TWINE/WIRE BASKET

FROM ROOTBALL.

3"

329343.39-06

NATIVE SEED MIX

SID

EW

ALK

WV

S S

S

S

S

S

S

S

S

S

S

S

S S

S S

S

S

S

S

S

S

S S

W

W

W

W

W

W

W

W

W

W W

W W

W

W

W

W

W

W W

W

W

W

W W

W

W

W

W

WV

WV

WV

X

X

X

X

X

SIDEW

ALK

SIDEW

ALK

CLEO

RA RO

AD

WM

10'

1.5' CPP

INV.=7005.83'

RIP RAP

3 ACNS

2 PCCC

2 PIPO

2 PIPO

1 CEOC

3 ARFR

5 ECPU

7 CAOV

3 ERSP

3 PEAT

2 ERSP

3 CHMI

5 CADA

BOGR3

CAOV5

RUGO4

AGAP5

BOGR5

CAOV8

3 ERSP

3 ARFR

2 RUGO

BOGR13

RUGO11

SODDING, TYP.

NATIVE SEED

TYP.

NATIVE SEED

TYP.

2 PIPO

3 CEOC

3 GYKE

ACNS1

PROPOSED DECIDUOUS TREE

PROPOSED EVERGREEN TREE

ORNAMENTAL TREE

PROPERTY BOUNDARY

LIMIT OF SEED

CONCRETE PAVING

CRUSHER FINES TRAIL

NATIVE SEED

SODDING

LANDSCAPE MULCH

COBBLE ROCK MULCH

LOG BORDER/FEATURE LOG

FEATURE BOULDER

LEGEND

PLANTING

PLAN

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

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CLIENT:

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ORIGINAL DATE:

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DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

PLANTING PLAN1 0

SCALE:

feet20 40 60

1" = 20'NORTH

S

S S

S

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S S

S S

S

S

S

S

S

S

S S

W

W

W

W

W

W

W

W

W

W

W W

W W

W

W

W

W

W

W W

W

W

W

W W

W

W

W

W

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D C

POINT OF CONNECTION - 3/4"

LOCATE 3/4" POINT OF CONNECTION IN LANDSCAPE

AND CONNECT 3/4" TYPE 'K' COPPER PIPE TO 3/4"

BACKFLOW. EXTEND 1-1/2" PVC MAINLINE AS SHOWN.

PEAK FLOW REQUIREMENT: 9.4 GPM

STATIC WATER PRESSURE: 70 PSI (ASSUMED)

CONTRACTOR TO VERIFY PRESSURE PRIOR TO

INSTALLATION. COORDINATE CONNECTION WITH

UTILITY PLANS.

PEDESTAL MOUNT CONTROLLER

PER IRRIGATION SCHEDULE AND DETAILS.

CONTROLLER POWER SUPPLY, 120 VOLT SUPPLY

TO GFCI PROTECTED OUTLET IN MECHANICAL

ROOM. SEE DETAILS AND ELECTRICAL DRAWINGS.

K

K

K

K

B

B B

B

B

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B

B

K

KM

K

K

O R R

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1" 1"

1"

1"

1"

1"

112"

9.91"

9.741"

1.741"

1"

9.711"

41"

8.951"

9.111"

2.51"

9.911"

9.071"

8.551"

9.181"

7.191"

5.21"

9.191"

6.371"

9.01"

1"

1"

1"

1"

1"

1"

1"

1"

1"

4"

2" 1"

2" 3"112" 2" 1"

2"

3" 112"

1" 3"2"

112" 2"

3"

112"

112"

3" 2"

112"

2"

2"

3" 112"

3"

112" 2"

112"

2"

3"

BBBBBBBBBM K

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K K

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1"

7.251"

7.31"

1" 1"

IRRIGATION

PLAN

100% SUBMITTAL

CLEORA PARK

MF

SS

23-004

SS

SHEET #:

SHEET TITLE:

STAMP:

CLIENT:

PROJECT:

SUBMITTAL:

CONSULTANT:

ORIGINAL DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT #:

REVISION DATE

CALL UTILITY NOTIFICATION

CENTER OF COLORADO

1.800.922.1987

CALL 2- BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,

GRADE, OR EXCAVATE FOR THE MARKING OF

UNDERGROUND MEMBER UTILITIES.

October 16, 2024

SALIDA,CO

IRRIGATION PLAN1 0

SCALE:

feet20 40 60

1" = 20'NORTH

GENERAL NOTES:

1. PRIOR TO BEGINNING WORK VERIFY THE CONTRACT DRAWINGS AGAINST ALL APPLICABLE

EXISTING CONDITIONS, NOTIFY THE DESIGNER IMMEDIATELY UPON DISCOVERY OF UNFORESEEN

SITE CONDITIONS OR PLAN DISCREPANCIES.

2. CONTRACTOR IS RESPONSIBLE TO INSPECT AND CONFIRM SITE CONDITIONS PRIOR TO

BEGINNING WORK.

3. VERIFY LOCATION OF ALL ABOVE AND BELOW GRADE MECHANICAL, PLUMBING,

ELECTRICAL/UTILITY LINES AND EQUIPMENT AND ADHERE TO ALL FEDERAL, MUNICIPAL, UTILITY

PURVEYOR REQUIRED EASEMENTS, MINIMUM OFFSETS AND SETBACKS.

4. ALL ACCESS TO SITE, USE OF UTILITIES, STORAGE, AND OTHER REQUIREMENTS SHALL BE

COORDINATED PRIOR TO BEGINNING WORK.

IRRIGATION NOTES:

1. THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE

COVERAGE FOR ALL LANDSCAPED AREAS AS SHOWN ON CONTRACT DRAWINGS.

2. REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS.

3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND MUNICIPAL CODES

FOR WORK NECESSARY IN IRRIGATION SYSTEM INSTALLATION.

4. POINT OF CONNECTION SHOWN ON THE IRRIGATION PLANS ARE PER THE CIVIL DOCUMENTS.

REPORT ANY DISCREPANCIES IN THE LOCATION TO THE DESIGNER FOR CLARIFICATION OR

REVISION.

5. CONTRACTOR IS TO PROVIDE ALL NECESSARY PIPE, VALVES, ETC. DOWNSTREAM FROM POINT OF

CONNECTION NOT INSTALLED BY OTHER DISCIPLINES.

6. WORK SHALL BE DONE IN FULL ACCORDANCE WITH THE RULES AND REGULATIONS OF THE MOST

RECENT ADOPTED VERSION OF THE INTERNATIONAL PLUMBING CODE (IPC) AND ALL OTHER

STATE OR LOCAL MUNICIPAL REGULATIONS CURRENT UPON THE SIGNING OF THIS CONTRACT.

7. CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE

INSTALLED. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED IN

LANDSCAPED AREAS WHEREVER POSSIBLE AND WITHIN THE PROPERTY LIMITS. ANY EQUIPMENT

SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY.

8. LATERAL AND MAINLINE PIPE, CONTROL WIRES AND SLEEVES ARE SHOWN ON CONTRACT

DRAWINGS SPACED HORIZONTALLY ON PLAN FOR GRAPHIC CLARITY ONLY. CONTRACTOR SHALL

CONSOLIDATE IRRIGATION LATERALS, MAINLINES AND COMPONENTS WHEREVER POSSIBLE.

IRRIGATION PIPING SHALL BE INSTALLED WITH A MINIMUM OF 4 INCHES CLEAR ON ALL SIDES.

9. CONTRACTOR SHALL MAINTAIN THE MINIMUM DEPTHS DETAILED AND SPECIFIED FOR ALL

IRRIGATION EQUIPMENT.

10. CONTRACTOR IS TO VERIFY AVAILABLE PRESSURE AND FLOW AT POINT OF CONNECTION PRIOR

TO INSTALLATION OF IRRIGATION SYSTEM EQUIPMENT.

11. CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING WITH OVERALL SITE CONSTRUCTION AND INSTALLATION OF PAVING AND SIDEWALKS. ALL SLEEVING UNDER PAVED SURFACES SHOWN

ON CONTRACT DRAWINGS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL MAINLINES,

LATERAL LINES, DRIP LINES AND CONTROL WIRES UNDER PAVED SURFACES ARE TO BE

INSTALLED IN SLEEVING. INSTALL SLEEVING AS PER DETAIL, NOTES, SCHEDULES AND

SPECIFICATIONS.

12. ALL PIPING, PVC ELECTRICAL SLEEVES, ETC. UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING.

CAP ALL ENDS HAND TIGHT PRIOR TO BACKFILL.

13. EACH MAINLINE SLEEVE REPRESENTED IN THE DRAWINGS SHALL CONSIST OF TWO SLEEVES: ONE

FOR MAINLINE PIPING AND ONE FOR FIELD WIRING.

14. CONTRACTOR IS TO PROVIDE ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER, SEE

ELECTRICAL DRAWINGS.

15. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON

PIPE DOPE ON ALL MALE PIPE THREADS ON ALL IRRIGATION SWING JOINT AND VALVE

ASSEMBLIES.

16. BACKFILLING SHALL BE DONE IN LIFTS AND COMPACTED.

17. MAINTENANCE AND OPERATION REQUIREMENTS: A SEASONAL MAINTENANCE SCHEDULE

BEGINNING ON APRIL 1 THROUGH OCTOBER 1 SHALL ESTABLISH PROCEDURES FOR OPTIMUM

IRRIGATION EFFICIENCY AND PREVENTIVE MAINTENANCE PRACTICES THAT WILL CONSERVE

WATER RESOURCES. THE MAINTENANCE SCHEDULE SHOULD INCLUDE THE FOLLOWING ITEMS:

· VERIFY COVERAGE OF HEADS (BI-MONTHLY)*

· CHECK FOR BROKEN HEADS OR LEAKAGE (BI-MONTHLY)*

· REPROGRAM CONTROLLERS ACCORDING TO THE SEASONAL NEEDS (MONTHLY)*

· VERIFY WATER SUPPLY AND PRESSURE (UPON SYSTEM STARTUP, THEN TWO

ADDITIONAL TIMES)

· INSPECT THE BACKFLOW PREVENTER DEVICE (UPON SYSTEM STARTUP)

· VERIFY SENSOR FUNCTIONALITY (BI-MONTHLY)*

*ALL ITEMS SHALL BE PERFORMED UPON SYSTEM START UP AND THEN AT A MINIMUM OF THE

PERIOD STATED, INSPECTIONS SHALL BE PERFORMED MORE FREQUENTLY AS REQUIRED.

POINT OF CONNECTION (P.O.C.) NOTES:

P.O.C. - CONNECT TO 3/4" STUB AS SHOWN ON THE PLAN. COORDINATE WITH PLUMBING PLANS FOR RESTROOM. EXTEND AND CONNECT 3/4" TYPE-K COPPER LINE TO 3/4" BACKFLOW DEVICE.

REFER TO CIVIL PLANS FOR CONNECTION LOCATION.

AVAILABLE WATER PRESSURE: THE ASSUMED AVAILABLE PSI AT THE POINT OF CONNECTION IS -

70 PSI. CONTRACTOR SHALL TEST PRIOR TO INSTALLATION.

DESIGN PRESSURE: 70 PSI

DESIGN FLOW : 9.91 GPM MAX, (SINGLE VALVE OPERATION)

1. THE IRRIGATION SYSTEMS ARE DESIGNED WITHIN A WATER WINDOW AND SIZED TO

ACCOMMODATE SINGLE VALVE STARTS NOT TO EXCEED DESIGN FLOW LISTED. CONTRACTOR TO

PROGRAM CONTROLLER ACCORDINGLY.

2. CONTRACTOR TO INSTALL ALL REQUIRED EQUIPMENT IN ACCORDANCE WITH ALL LOCAL WATER

PURVEYORS REQUIREMENTS.

3. CONTRACTOR TO FIELD LOCATE REQUIRED IRRIGATION EQUIPMENT DOWNSTREAM FROM METER FOR APPROVAL PRIOR TO INSTALLATION. ALL ATTEMPTS SHALL BE MADE TO INSTALL EQUIPMENT

IN LANDSCAPE BEDS.

4. ALL ENCLOSURES SHALL BE SECURELY MOUNTED AND LOCKABLE TO PREVENT VANDALISM,

DAMAGE AND/OR THEFT. TURN KEYS OVER TO OWNERS REPRESENTATIVE AT COMPLETION OF

WORK AS PER SPECIFICATIONS.

5. CONTRACTOR TO COORDINATE CONTROLLER LOCATIONS WITH OWNERS REPRESENTATIVE PRIOR

TO INSTALLATION.

6. RAIN SENSOR, MOUNT WIRELESS RAIN SENSOR WITHIN OPTIMAL RANGE FROM CONTROLLER, PER

MANUFACTURERS RECOMMENDATIONS. INSTALL SENSOR ON LIGHT/UTILITY POLE A MINIMUM OF

10' ABOVE GRADE TO MINIMIZE DAMAGE/VANDALISM, CLEARLY NOTE LOCATION AND PROVIDE

INFORMATION TO OWNERS REPRESENTATIVE.

7. IRRIGATION ZONES HAVE BEEN CREATED TO PROPERLY HYDROZONE THE SITE BASED ON SITE

CONDITIONS AND MICROCLIMATES. IF FIELD ADJUSTMENTS ARE TO BE MADE IRRIGATION

EQUIPMENT IRRIGATING A NORTH AND EAST EXPOSURE SHOULD NOT BE INSTALLED ON THE SAME

ZONE AS IRRIGATION EQUIPMENT ON THE SOUTH AND WEST EXPOSURES TO ALLOW FOR

MICROCLIMATE ADJUSTMENTS IN THE CONTROLLER PROGRAMMING.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

TURF ROTARY - 1000

HUNTER MP1000 PROS-06-PRS40-CV

6" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO

40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.

M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270

ARC, O=OLIVE 360 ARC.

TURF ROTARY - 2000

HUNTER MP2000 PROS-06-PRS40-CV

6" POP-UP WITH FACTORY INSTALLED CHECK VALVE,

PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE

ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ

ARC 210-270, R=RED 360 ARC.

TURF ROTARY - 3000

HUNTER MP3000 PROS-06-PRS40-CV

6" POP-UP WITH FACTORY INSTALLED CHECK VALVE,

PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE

ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ

ARC 210-270, A=GRAY 360 ARC.

TURF ROTARY - CORNER

HUNTER MP CORNER PROS-06-PRS40-CV

6" POP-UP WITH FACTORY INSTALLED CHECK VALVE,

PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE

ON PRS40 BODY. T=TURQUOISE ADJ ARC 45-105.

TREE DRIPLINE LOOP 1401

XFS-06-12 SUBSURFACE DRIP TUBING WITH 0.60 GPH,

PRESSURE COMPENSATING EMITTERS INTERNALLY

INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP

TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL

GRADE (NOT COUNTING GROUNDCOVER MATERIAL) AND

IN A DUAL "RING" AROUND THE TRUNK TO BE 50 FEET IN

LENGTH AND CONTAIN APPROXIMATELY 50 DRIP EMITTERS

FOR A TOTAL FLOW RATE OF 0.5 GPM (50 X 0.6 GPH = 30

GPH = 0.5 GPM). SEE DETAIL DRAWING FOR ALL THE

COMPONENTS REQUIRED FOR INSTALLATION OF EACH

TREE DRIP ASSEMBLY.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

DRIP CONTROL VALVE

RAIN BIRD XCZ-100-PRB-COM, WIDE FLOW DRIP CONTROL

KIT FOR COMMERCIAL APPLICATIONS. 1IN. BALL VALVE

WITH 1IN. PESB VALVE AND 1IN. PRESSURE REGULATING

40PSI QUICK-CHECK BASKET FILTER. 0.3 GPM-20 GPM

PIPE TRANSITION POINT

PIPE TRANSITION FROM PVC LATERAL TO DRIP TUBING

WITH RISER IN 6" DRIP BOX.

FLUSH VALVE

3/4" PVC BALL VALVE IN 10" VALVE BOX.

AREA TO RECEIVE DRIP EMITTERS

AREA FOR DRIP EMITTERS

RAIN BIRD XB-PC, SINGLE OUTLET, PRESSURE

COMPENSATING DRIP EMITTERS. FLOW RATES OF 0.5

GPH=BLUE, 1.0 GPH=BLACK, AND 2.0 GPH=RED. COMES

WITH A SELF-PIERCING BARB INLET X BARB OUTLET.

499.2 S.F.

Emitter Notes:

05PC emitters (2 assigned to each #1 plant)

05PC emitters (2 assigned to each 1 gal plant) 148

05PC emitters (2 assigned to each 5 gal plant) 38

05PC emitters (2 assigned to each 15 gal plant)

10PC emitters (2 assigned to each #5 plant)

20PC emitters (6 assigned to each B & B, 2.5"Cal plant)

20PC emitters (6 assigned to each B & B, 2"Cal plant)

20PC emitters (6 assigned to each B & B, 6` HT plant)

20PC emitters (6 assigned to each B & B, 6` CLUMP plant)

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

CONTROL VALVE

HUNTER ICV-G

PLASTIC ELECTRIC REMOTE CONTROL VALVE, GLOBE

CONFIGURATION, WITH NPT THREADED INLET/OUTLET.

QUICK COUPLER VALVE

RAIN BIRD 44-RC

1" BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,

THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.

GATE VALVE

NIBCO T-113-K GATE VALVE, CLASS 125 BRONZE GATE

SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS

MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE

RANGE - 1/4" - 3"

MASTER VALVE 1"

RAIN BIRD EFB-CP - BRASS MASTER VALVE - SAME SIZE AS

BACKFLOW. GLOBE CONFIGURATION,

MANUAL DRAIN VALVE

MUELLER ORISEAL #H-10283, WITH BRASS SWING JOINT

ASSEMBLY. INSTALL PER INSTALLATION DETAIL.

FEBCO 825Y 3/4"

REDUCED PRESSURE…