CITY COUNCIL WORK SESSION Monday, March 16, 2026 - 10:00 AM City Council Chambers, Elks Civic Building - 107 S. Cascade Ave. Public participation for this meeting will be in person in the City Council Chambers. The meeting can be viewed online via livestream and video recordings of the meetings can be viewed on our YouTube page. Hearing assistance devices are available for public use. Please let us know if you need accommodation. The City also offers interpretation for Spanish speakers. Schedule time to book this resource, by emailing the City at least 3 days before the meeting. 1) INTRODUCTION OF NEW CITY EMPLOYEES Justin Rohlfs - Police Officer Brysen Clark - Parks & Special Projects Worker Tanner Maynard - Municipal Court Clerk Matthew Schroeder - Sr. Facilities Technician 2) DISCUSSION ITEMS A) Montrose Veterans Memorial Project Update and MOA (30 minutes) Staff: Public Works Director Jim Scheid Presenter: Scott Stryker - Stryker and Company, Lance Bach - Veterans Coalition B) 2026 Parks Maintenance Contract Award Recommendation (10 minutes) Staff: Public Works Director Jim Scheid and Parks Superintendent Jon Waschbusch C) High Mesa Craftsmen Minor Subdivision Redevelopment and Right of Way Swap (10 minutes) Staff: City Engineer Scott Murphy D) 703 S. 9th Lease Agreement (10 minutes) Staff: Community Development Director Jace Hochwalt *Please note that the times listed are estimates only. Actual times may vary depending upon discussion and public comment received. Page 1 of 62City Council Work Session 3/16/2026 Page 2 3) GENERAL CITY COUNCIL DISCUSSION 4) STAFF COMMENTS Page 2 of 62 AGREEMENT RECOMMENDATION TO: Honorable Mayor and Montrose City Council CC: William Bell, Ann Morgenthaler FROM: Jim Scheid, Public Works Director DATE: March 16, 2026 SUBJECT: 2026 Veterans Memorial Project MOA Action Consider for approval a Memorandum of Agreement (MOA) with Montrose County and the Montrose Veterans Coalition for the construction of a Veterans Memorial Plaza. Background The City began working with Montrose County and the Montrose Veterans Coalition in 2022 on a Veterans Memorial Plaza to be constructed in Montrose. The MOA executed in 2024 established the roles and responsibilities for the location and property usage and the creation of design documents. The tasks associated with this MOA were completed in 2025. An in-depth summary of accomplishments on the project was presented at City Council in August of 2025. Since then, the Montrose Veterans Coalition and Stryker and Company have been working throughout the community to generate formal financial support from vendors, suppliers, and sub-contractors to help bring the cost of this project to within what is available in the City and County budget. At this Work Session, the Veteran Coalition and Stryker and Company are presenting their accomplishments and the support they have received for this project as well as a plan to accomplish this project under budget. The agreement that is necessary for this project to be formally initiated is the attached MOA. This MOA fully replaces the previous MOA that was completed in 2025. This MOA clarifies roles and responsibilities and defines the financial contributions from each party. We will also review this MOA during the Work Session. Net Financial Impact The award of the construction contract and the authorization of project funding will be presented to City Council after the MOA has been fully executed. The City and County have included $300,000 each in their 2026 annual budgets for this project. 1 Page 3 of 62 SECOND MEMORANDUM OF AGREEMENT BETWEEN THE CITY OF MONTROSE, MONTROSE COUNTY, AND THE MONTROSE VETERANS MEMORIAL COALITION IN SUPPORT OF THE MONTROSE VETERANS MEMORIAL I. Parties This Memorandum of Agreement (hereinafter “MOA”) is made by and between the City of Montrose, a Colorado home rule municipal corporation, with a mailing address of P. O. Box 790, Montrose, Colorado 81402; Montrose County, which is a political subdivision State of Colorado, with a mailing address of 320 S. 1st St, Ste. 300, Montrose, Colorado 81401; and the Montrose Veterans Memorial Coalition, a Colorado nonprofit corporation with a mailing address of c/o Welcome Home Alliance for Veterans, 4 Hillcrest Plaza Way, Montrose, Colorado 81401 (sometimes herein referred to individually and generically, as a “Party” and, collectively, as “Parties”). II. Background and Purpose of MOA The City of Montrose (hereinafter the “City”), Montrose County (hereinafter the “County”), and the Montrose Veterans Memorial Coalition (hereinafter the “MVMC”) desire to collaborate to create the “Montrose Veterans Memorial” (hereinafter the “Memorial”) within the City property adjacent to the parking lot of the City’s Pavilion Events Center as defined in Exhibit A. The Parties fully executed an initial Memorandum of Agreement on June 17, 2024, which defined the responsibilities of each Party throughout the creation of the Memorial. Since the initial MOA was agreed to the design has been completed and this Second MOA shall update the roles and responsibilities for the Parties for the construction phase of the Memorial. III. City’s Responsibilities During the term of this MOA, the City shall: a. Provide City owned property to be built out as the Memorial. The land to be provided is approximately .86 acres in size south of the Montrose Pavilion parking lot, located at 1800 Pavilion Dr. Montrose, CO 81401, and is depicted on the map attached hereto as Exhibit A. b. Contribute three hundred thousand dollars and 00/100 ($300,000.00) separate from the value of the land and all other contributions. Such contribution is subject to appropriation by the City Council and availability of funds. c. Procure a contractor in a manner as the City, in its sole discretion, sees best fit for the Memorial. Page 4 of 62 d. Manage and be sole point of contact for construction of the Memorial. e. Manage and make distributions from the escrow account described in Section VII, to include payment of approved expenses. f. Schedule all milestone meetings. g. Provide all necessary utilities for the operation of the Memorial after construction. h. Maintain and care for the Memorial starting at the completion of construction, into perpetuity. i. Act as Project Manager. IV. County’s Responsibilities The County shall contribute three hundred thousand dollars and 00/100 ($300,000.00). Such contribution is subject to appropriation by the Board of County Commissioners and availability of funds. V. MVMC’s Responsibilities During the term of this MOA, the MVMC shall: a. Generate community support through fundraising and project promotion to generate the funding necessary to complete the project as required by the Project Manager for the project described in Exhibit B – Construction Documents. VI. Joint Responsibilities a. During the term of this MOA, each Party hereto agrees to cooperate in all reasonable respects necessary to consummate the transactions contemplated by this Agreement, and from time to time to do such acts and things and execute and deliver such documents and instruments as may reasonably be required in order to implement the transactions contemplated hereby. Each Party hereto agrees to cooperate in the execution of subsequent addenda, or to re-execute an amended version of this Agreement, in the event that a Party discovers: 1) a clerical error; or 2) a misinterpretation of law; or 3) an error as to form; when such error(s) obviate or hinder the consideration, performance or enforcement of this Agreement. b. All parties shall put best efforts to attend any milestone meetings. c. The parties shall not unreasonably withhold approval at any stage of the project. d. Any change in design shall be approved in writing by all Parties. Parties shall not unreasonably withhold approval at any stage of the project. Page 5 of 62 VII. Process The following is an outline of the timeline of events to occur to the completion of the Memorial. a. The City and County shall place their funds as required by this Agreement in an escrow account as soon as practicable, but in any case, no later than December 31, 2026. b. Once such funds are in an escrow account, the City shall procure a contractor. c. Contractor shall begin construction of the Memorial. d. The City shall perform inspections and acceptance of contractor’s work throughout the construction of the Memorial. e. Payment for all work performed shall be deducted directly from the escrow account as approved by the City. f. Any left-over funds shall be split between the County and the City. g. The City shall perform any required maintenance. VIII. Representatives a. The City’s point of contact for this project shall be the Public Works Director. b. The County’s point of contact for this project shall be the Public Works Director. c. MVMC’s point of contact for this project shall be William Lance Bach. IX. Expenses Any contributions to the project construction shall be put into an escrow account with a company agreed upon by the Parties. The City shall pay all contractors directly for any work on the Memorial by and through the escrow account. X. Term and Termination a. This MOA shall be effective as of the date of signature last made hereon, and shall remain in effect for one (1) year from date of signature. Renewal shall be automatic, and take place on an annual basis until the Memorial is complete or until termination of this MOA as set forth herein. This MOA shall terminate, without further notice or action, if the City and County financial contributions have not been placed in escrow by January 1, 2027. Page 6 of 62 b. Any Party may, in its sole and absolute discretion, and at any time prior to the beginning of construction, terminate this MOA without any liability to the non- terminating Party, except as stated herein. Termination shall be accomplished by sending written notice pursuant to the Notice provisions of this MOA. c. If this MOA is terminated, all funds contributed to the escrow account shall be returned to the party that contributed them within thirty (30) days of termination. XI. Governing Law The laws of the State of Colorado (without giving effect to its conflicts of law principles) govern all matters arising out of or relating to this MOA, including, without limitation, its validity, interpretation, construction, performance, and enforcement. XII. Indemnification and Governmental Immunity To the fullest extent permitted by law, MVMC agree to indemnify and hold harmless the City and County, its officers and its employees, from and against all liability, claims and demands, on account of injury, loss, or damage, which arise out of or are in any manner connected with any materials (e.g. flagpoles, statutes, plaques) to be incorporated provided to the City by MVMC for the Memorial, if such injury, loss, or damage, or any portion thereof, is caused by, or claimed to be caused by, the act, omission, or other fault of MVMC or any subcontractor of MVMC, or any officer, employee, representative, or agent of MVMC or of any subcontractor, or any other person for which MVMC is responsible. MVMC shall investigate, handle, respond to, and provide defense for, and defend against any such liability, claims and demands, and bear all other costs and expenses related thereto, including court costs and attorney fees. Nothing in this Agreement shall be construed as a waiver of any governmental immunity available to City or County under Colorado state statute or other law. XIII. Notice a. Requirement of a Writing; Permitted Methods of Delivery. Each Party giving or making any notice, request, demand or other communication (each, a “Notice”) pursuant to this MOA shall give the Notice in writing and use one of the following methods of delivery, each of which for purposes of this MOA is a writing: personal delivery, Registered or Certified Mail (in each case, return receipt requested and postage prepaid), nationally recognized overnight courier, (with all fees prepaid), facsimile or e-mail. b. Addressees and Addresses. Any Party giving a Notice shall address the Notice to the appropriate person at the receiving Party (the “Addressee”) at the address listed on the first page of this MOA or to another Addressee or another address as designated by a Party in a Notice pursuant to this Section. Page 7 of 62 c. Effectiveness of a Notice. Except as provided elsewhere in this MOA, a Notice is effective only if the Party giving the Notice has complied with subsections (a) and (b) and if the Addressee has received the Notice. XIV. Counterparts This MOA may be executed in any number of counterparts, each of which shall be deemed to be an original and all of which taken together shall be deemed to constitute one and the same instrument, and it shall not be necessary in making proof of this MOA to produce or account for more than one (1) such counterpart. XV. Whole Agreement This MOA represents the entire understanding of MVMC, City, and County in relation to the subject matter hereof, and supersedes any and all previous agreements, arrangements or discussions between them (whether written or oral) with respect of the subject matter hereof. XVI. Severability If any provision of this MOA is held invalid, illegal or unenforceable, the Parties shall negotiate in good faith to modify this MOA to fulfill as closely as possible the original intents and purposes of this MOA. XVII. Assignment a. No Assignments. Neither Party may assign any of its rights under this MOA, except with the prior written consent of the other Party. That Party shall not unreasonably withhold its consent. All assignments of rights are prohibited under this subsection, whether they are voluntary or involuntary, by merger, consolidation, dissolution, operation of law, or any other manner. For purposes of this Section, (i) a “change of control” is deemed an assignment of rights; and (ii) “merger” refers to any merger in which a Party participates, regardless of whether it is the surviving or disappearing corporation. b. No Delegations. No Party may delegate any performance under this MOA. c. Ramifications of Purported Assignment or Delegation. Any purported assignment of rights or delegation of performance in violation of this Section is void. d. This MOA binds and benefits the Parties and their respective heirs, executors, administrators, legal representatives, and permitted successors. XVIII. TABOR Page 8 of 62 The Parties agree that the City’s and County’s payment of any monies, or provision of services requiring a financial commitment under this Agreement is subject to annual budget appropriations as required by provisions of the Taxpayers’ Bill of Rights (“TABOR”) contained in Article X, Section 20 of the Colorado Constitution, as amended. The Parties further agree that any failure to fund the obligations set forth herein as a result of TABOR- related monetary constraints shall not give rise to any legal or equitable cause of action whatsoever. XIX. Third Party Beneficiaries This agreement does not and is not intended to confer any rights or remedies upon any person or entity, other than the signatories. IN WITNESS WHEREOF, the Parties have caused this MOA to be executed by their respective officers thereunto duly authorized, all as of the date set forth beneath their respective signatures. This MOA shall become effective as of the date of signature last made hereon. Accepted and Agreed to by: CITY OF MONTROSE, COLORADO By: Its: Date: COUNTY OF MONTROSE, COLORADO By: Its: Date: THE MONTROSE VETERANS MEMORIAL COALITION Page 9 of 62 By: ________________________________ Its: ________________________________ Date: By: ________________________________ Its: _________________________________ Date: __________________________________ By: ________________________________ Its: _________________________________ Date: __________________________________ By: ________________________________ Its: _________________________________ Date: __________________________________ Page 10 of 62Veterans Memorial Park Location Map - Exhibit A Pavilion Events Center addressed at 1800 Pavilion Dr. Montrose, CO 81401 Page 11 of 62 General Requirements Drawings and Dimensions Construction Notes Vicinity Map 1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB - 1. DO NOT SCALE THE DRAWINGS. 1. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR DETAILS SURFACE MOUNTED FIRE WINDOW INDICATOR CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW OF SPECIFIC MANUFACTURERS (TYPICALLY THE FIRST MANUFACTURER LISTED UNDER EXTINGUISHER CABINET THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE TO THESE 2. ALL DIMENSIONS ON PLANS ARE TO FACE OF BLOCK OR TO FACE OF STUD UNLESS "ACCEPTABLE MANUFACTURERS" IN THE SPECIFICATIONS). DIMENSIONS AND DETAILS FOR REQUIREMENTS. NOTED OTHERWISE. SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE 915 S. Tenth St. FEC WORK, AND PRODUCTS BY OTHER MANUFACTURERS MAY ALSO BE ACCEPTABLE. THEREFORE, Montrose, CO 81401 SURFACE 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. p: (970) 249-1980 2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR THE IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE DRAWINGS AND CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE ROOM DESIGNATION CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATIONS USED SPECIFICATIONS. INCORPORATED IN THE WORK (INCLUDING PARTITION THICKNESSES FOR RECESSED OR SEMI - www.motleyarc.com HEREIN ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE, AND IN RECESSED PRODUCTS), AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING SEMI -RECESSED FIRE NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE EXTINGUISHER CABINET DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST DIFFERENCES. WALL TYPE INDIC FEC DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE ARCHITECT SEMI -R CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE. PRIOR TO PROCEEDING WITH THE WORK. 2. PROVIDE SOLID BLOCKING WITHIN PARTITIONS AT ALL LOCATIONS WHERE ITEMS WILL BE INDICATES SIDE OF GRID MOUNTED ON PARTITIONS INCLUDING, BUT NOT LIMITED TO: ACCESSORIES, CASEWORK TRIM, BLOCK WALL ALIGNMENT 5. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE CONTRACTOR AND APPROVED FLASHING, WALL MOUNTED EQUIPMENT, TACK/BULLETIN/MARKER BOARDS, ETC. BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANY INDICATION OF PROJECT WALL MOUNTED FIRE 3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, 101 DOOR INDICATOR EXTINGUISHER BRACKET COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE AND ARE NOT TO BE TAKEN LITERALLY. 3. ALL WOOD BLOCKING SHALL BE FIRE -TREATED WOOD. REDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED. F.E. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND BRACKET 6. SEE GENERAL NOTES ON ALL 'A' SERIES DRAWINGS FOR INFORMATION RELATED TO PLANS AND 4. MAINTAIN RATING AT ALL BLOCKOUTS FOR ALL FIRE EXTINGUISHERS AND TOILET ACCESSORIES SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF 1i ACCESSORY INDIC DETAILS ON THOSE SHEETS. THAT ARE TO BE INSTALLED IN RATED WALLS. SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK. 7. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE. 5. PROVIDE 24" X 24" ACCESS PANELS IN PARTITIONS WHERE REQUIRED FOR MECHANICAL PROJECT 4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC EQUIPMENT EXCEPT WHERE SIZES ARE OTHERWISE NOTED. CORNER GUARD LOCATION ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) 8. CONTRACTORS AND ALL SUB -CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE xxxx ELEVATION INDICATOR FABRICATION AND/OR ORDERING OF MATERIALS. 6. PROVIDE GYPSUM BOARD CONTROL JOINTS IN PARTITIONS AND CEILINGS AT 30' -0" MAX STAMP CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT xxxx SPACING. COORDINATE TO MEET FIRE RESISTIVE RATINGS OF THE ASSEMBLY, FIRESTOP JOINTS © Motley Architecture & Design OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER WALL FINISH INDIC. 9. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED AT RATED PARTITIONS. SUB -CONTRACTOR MUST PROVIDE A SUBMITTAL FOR JOINT MATERIAL. DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR MATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY. TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY 7. CAULK ALL JOINTS OR CRACKS WHICH OCCUR WHERE DISSIMILAR MATERIALS INTERSECT RECESSED FLOOR INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER PERPENDICULAR TO EACH OTHER AND WHERE THE INTERSECTION IS EXPOSED TO VIEW, UNLESS SLAB FLOOR FINISH INDIC. QUANTITY OF WORK. 10. REFER TO THE REFLECTED CEILING PLAN WHEN PROVIDED FOR EXACT LOCATIONS OF INDICATED OTHERWISE ON THE DRAWINGS. ALL CEILING FIXTURES. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR COMPLETE CONSTRUCTION REQUIREMENTS. 8. FIREBLOCK ALL CONCEALED SPACES, SOFFITS, SHAFTS, CHASES AND CEILING AREAS PER 5. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC REQUIREMENTS OF THE ADOPTED IBC AND THE LOCAL JURISDICTION'S AMENDMENTS. N FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE 11. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS SHOW WHERE EXPOSED PLASTIC LAMINATE INDIC. LOCATIONS OF ALL M.E. EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DUCTWORK IS TO BE INSTALLED AT A SPECIFIC ELEVATION IN A CONTROLLED PATTERN. INTERIOR 9. PROVIDE CONTINUOUS PERIMETER BUILDING INSULATION AT ALL EXTERIOR WALLS FROM SLAB DETAILING OF SHAFTS, CHASES, AND SUCH. THE CONTRACTOR MUST RELY ON ALL OF THESE DISCIPLINES TO COMPLETE THE WORK AX ELEVATION TO ROOF DECK. W E AND SHOULD NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. AXXX REFERENCE 6. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL VISIT THE SITE AND 10. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS BOTH DESCRIBE VARIOUS FLOOR VCT CPT FLOOR MATERIAL S BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE 12. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES SLAB SLOPE REQUIREMENTS, RECESSES, AND EDGE CONDITIONS. USE BOTH SETS OF TRANSITION INDIC. WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INSTALLING THEIR RESPECTIVE EQUIPMENT IN THE CEILING PLENUMS. MECHANICAL, DRAWINGS WHEN INSTALLING THE FLOOR SLAB. DETAIL LOCATION INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, ELECTRICAL, STRUCTURAL, AND FIRE SPRINKLER SYSTEMS ALL SHARE THIS SAME SPACE. ON SHEET LOCATION ON SHEET 11. PROVIDE SLIP JOINT CONNECTIONS AT PARTITIONS THAT EXTEND TO STRUCTURE ABOVE. AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION EACH SUB CONTRACTOR IS TO REVIEW THE REQUIREMENTS OF THEIR WORK WITH THE DRAWING TITLE WHERE DRAWN PROVIDE BRACING ABOVE AS REQUIRED. REFERT TO STRUCTURAL DRAWINGS AND TO SLIP EXTERIOR BEFORE PROCEEDING WITH THE WORK. AWARENESS OF THE OTHER TRADES THAT NEED TO SHARE THESE SPACES AND MUST 4 ELEVATION JOINT DETAILS. 4 Plan NOT ASSUME THAT THEIR INSTALLATION HAS BEEN CONSIDERED IN THE DESIGN AND SHOP DRAWING TITLE A2.0 REFERENCE 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL A2.0 SHEET DRAWINGS OF THE OTHER TRADES. 12. ASSUME LEVEL 4 FINISH FOR ALL GYPSUM BOARD PARTITIONS, UNLESS NOTED OTHERWISE. 1 1/2" = 1' -0" WHERE DRAWN UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY LINES DRAWING SCALE CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. SHEET WHERE 13. ALL DOORS TO BE LOCATED 4" OFF ADJACENT CMU OR METAL STUD WALL UNLESS 13. IT IS THE INTENT OF THE DESIGN THAT ALL METAL STUD PARTITIONS BE OF SUFFICIENT WIDTH TO REFERENCED ADEQUATELY ENCLOSE PIPING, CONDUITS, AND RECESSED EQUIPMENT. NOTIFY THE ARCHITECT OF 8 ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL DIMENSIONED OTHERWISE ON THE PLAN. ANY DISCREPANCIES WITH THIS INTENT. LOCATION ON SHEET BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND LOCATION ON SHEET 4 WHERE DRAWN 4 WHERE DRAWN DETAIL HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT. 14. ALL VERTICAL AND HORIZONTAL PIPES, CONDUITS, DUCTS, ETC. IN FINISHED ROOMS OR AREAS A2.0 REFERENCE A2.0 SECTION SHEET THROUGHOUT THE BUILDING SHALL BE FURRED IN TO MATCH THE ROOM FINISH, UNLESS OTHERWISE SHEET REFERENCE WHERE DRAWN 9. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, AND SERVICES NOTED. WHERE DRAWN NECESSARY TO COMPLETE THE WORK. 15. SEAL AROUND ALL PENETRATIONS THROUGH EXISTING AND PROPOSED FIRE RATED 10. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING CODE & LOCAL PARTITIONS. PROVIDE UL APPROVED FIRESTOP SYSTEM TO MEET REQUIRED RATING. AMENDMENTS. ADDITIONALLY ANY NON -PENETRATION OPENING MUST BE REPAIRED, FILLED, OR OTHERWISE RECONSTRUCTED TO RESTORE THE FIRE RESISTIVE AND PRESSURE PERFOMANCE INTEGRITY OF LEVEL CHANGE 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RATED PARTITION INDICATOR TRADES AND THE PREVENTION OF CONFLICT BETWEEN ALL TRADES. REVISION INDICATOR 12. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL CONDUCT A WALK THROUGH INSPECTION WITH THE OWNER TO DETERMINE IN WRITING THE CONDITION OF THE Partition Notes WORK ALREADY IN PLACE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING EQUIPMENT PRESENTLY IN PLACE THAT IS DAMAGED DURING CONSTRUCTION. 1. PROVIDE AND INSTALL ALL BLOCKING STIFFENERS, BRACING, BACK -UP PLATES AND SUPPORTING 13. CONTRACTOR SHALL SUBMIT CONFIRMATION OF ORDERED MATERIALS OR ITEMS BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL FLOOR MOUNTED OR NECESSARY TO COMPLETE THE PROJECT WITH PROJECTED DELIVERY DATE GREATER SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT. THAN FOUR WEEKS. EARTH/COMPACT FILL 14. ALL SUB -CONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR ARCHITECTS 2. COORDINATE METAL STUD GAUGE WITH PRE -APPROVED EQUIPMENT ANCHORAGE. WHERE A APPROVAL PRIOR TO COMMENCING ANY WORK. DISCREPANCY OCCURS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. GRAVEL/POROUS FILL 3. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL TELEPHONE, OR OTHER OUTLETS, EXCEPT WHERE SPECIFICALLY SHOWN CONCRETE (PRECAST OR CAST IN PLACE) 4. PROVIDE ACOUSTIC (SOUND) SEALANT AT NON -RATED WALLS AND FIRE -RATED SEALANT SAND/MORTAR/PLASTER/GROUT AT SMOKE PARTITION AND AS REQUIRED BY TEST NUMBER MontroseVeterans Memorial Montrose, Colorado81401 CONCRETE BLOCK STEEL AB ANCHOR BOLT (E) EXISITING IBC INTERNATIONAL BUILDING CODE RE: REFER/REFERENCE UBC UNIFORM BUILDING CODE AC AIR CONDITIONING EA EACH ID INSIDE DIAMETER REF REFRIGERATOR UL UNDERWRIERS LABRATORY ACCT ACCENT EIFS EXTERIOR INSULATION & FINISH SYSTEM INDIC INDICATOR REINF REINFORCED UNFIN UNFINISHED ALUMINUM ACOUST ACOUSTICAL EJ EXPANSION JOINT INSUL INSULATION REQ REQUIRED UON UNLESS OTHERWISE NOTED ADA AMERICANS WITH DISABILITIES ACT ELEV/EL ELEVATION INT INTERIOR RESIL RESILIENT VAR VARIES ADJ ADJUSTABLE ELEC ELECTRICAL JAN JANITOR REV REVISION VER/V VERTICAL CONTINUOUS WOOD BLOCKING ADJT ADJACENT ENCL ENCLOSURE JT JOINT RFG ROOFING VEST VESTIBULE AFF ABOVE FINISH FLOOR ENGR ENGINEERED JST JOIST RM ROOM VIF VERIFY IN FIELD ALUM ALUMINUM EPF EPOXY POURED FLOOR KD KNOCK DOWN R-NOSING RUBBER STAIR NOSING W WASHER (IN PLAN) NON -CONTINUOUS WOOD BLOCKING ALT ALTERNATE EQ EQUAL KIT KITCHEN RO ROUGH OPENING W WIRE GLASS (ON WILDOW) Sheet Index APC ACRYLIC PLASTER CEILING SYSTEM EQUIP EQUIPMENT LAM LAMINATE ROW RIGHT OF WAY W/ WITH APPROX APPROXIMATE EQUIV EQUIVALENT LAV LAVATORY RTFS RUN TRACK FLR SYSTEM WC WATER CLOSET Sheet Sheet Name ARCH ARCHITECT/ARCHITECTURAL EX EXPOSED LF LINEAR FOOT RTU ROOF TOP UNIT WD WOOD WOOD FINISH ASPH ASPHALT EXH EXHAUST LIN LINOLEUM SAT SUSPENDED ACOUSTICAL TILE WDW WINDOW AUTO AUTOMATIC EXP EXPANSION LT LIGHT SC SOLID CORE WF WIDE FLANGE AWI AMERICAN WOODWORKING INST. EXP -JT EXPANSION JOINT MAT. MATERIAL SCHED SCHEDULE WH WATER HEATER General PLYWOOD BBF STANDARD (2X) SMALL DRAWERS EXT EXTERIOR MANUF MANUFACTURE S-CONC SEALED CONCRETE WI WROUGHT IRON G0.1 Cover OVER FILE DRAWER EW EACH WAY MAX MAXIMUM SEAL SEALER W/O WITHOUT BD BOARD EWC ELECTRIC WATER COOLER MB MARKER BOARD SECT SECTION WP WATERPROOF BITUM BITUMINOUS FBGL FIBERGLASS MD METAL DECK SF SQUARE FOOT/FEET WR WATER RESISTANT PARTICLEBOARD BLDG BUILDING FD FLOOR DRAIN MDF MEDIUM DENSITY FIBERBOARD SHT SHEET WT WEIGHT Civil BLK BLOCK FDN FOUNDATION MECH MECHANICAL SHWR SHOWER WWF WELDED WIRE FABRIC BLKG BLOCKING FE FIRE EXTINGUISHER MH MANHOLE SIM SIMILAR C-1 Detailed Layout & Grading Plan GYPSUM BOARD BM BENCH MARK FEC FIRE EXTINGUISHER CABINET MISC MISCELLANEOUS SMACNA SHEET METAL AND AIR CONDITIONING BM BEAM FF FINIFH FLOOR CONTRACTOR NATIONAL ASSOCIATION C-2 Overall Utility Plan BO BY OWNER FF&E FURNITURE, FIXTURES & MIN MINIMUM SPEC SPECIFICATIONS CENTER LINE C-3 Details & Stormwater Layout GLASS B.O. BOTTOM OF EQUIPMENT MIR MIRROR SPRL SPANDREL BRG BEARING FG FINISH GRADE MO MASONRY OPENING SQ SQUARE ANGLE 1 of 1 Fire Truck Turning Radius MFD Exhibit BSMT BASEMENT FHC FIRE HOSE CABINET MTD MOUNTED SS SOLID SURFACE CAB CABINET FIN FINISH(ED) MTG MEETING S-STL STAINLESS STEEL CHANNEL BATT/LOOSE FILL INSULATION CBB CEMENTITIOUS BACKER BOARD FIN -FLR FINISH FLOOR MTL METAL ST STAIN CFA COMPUTER FLOOR AREA FIXT FIXTURE (N) NEW STA STATION Irrigation (USE DTL COMPONENT MNGR. FOR INSUL.) CHNLS CHANNELS FLD FIELD N NORTH STC SOUND TRANSMISSION CLASS 0 or ° DIAMETER FLR FLOOR NA NOT APPLICABLE STD STANDARD I-1 Landscape Irrigation Plan-North RIGID INSULATION CJ CONTROL JOINT FLRG FLOORING NAT NATATORIUM STHG SHEATHING I-2 Landscape Irrigation Plan-South CL CENTER LINE FO FACE OF NIC NOT IN CONTRACT STL STEEL PL PLATE CLG CEILING FOS FACE OF STUD NTS NOT TO SCALE SUPPL SUPPLIED I-3 Landscape and Irrigation Details CLR CLEAR FR FIRE RESISTIVE NO. NUMBER SUSP SUSPENDED @ AT CMT CERAMIC MOSAIC TILE FR FRAME NOM NOMINAL STOR STORAGE BY CARPET CMT -B CERAMIC MOSAIC TILE BASE FRMG FRAMING NON -COM NON -COMBUSTIBLE STR STRINGER X CMU CONCRETE MASONRY UNIT FRP FIBER REINFORCED PANEL OC ON CENTER STRL STRUCTURAL Landscape COL COLUMN FT FOOT/FEET OD OUTSIDE DIAMETER STRUCT STRUCTURE, STRUCTURAL & AND CONC CONCRETE FTG FOOTING OFC/OFF OFFICE SYM SYMMETRICAL L-1 Landscape Planting Plan-North WOOD GLULAM PROJECT NO: 2407 CONT CONTINUOUS FURN FURNITURE OH OVER HEAD SYST SYSTEM POUND OR NUMBER L-2 Landscape Planting Plan-South CONSTR CONSTRUCTION FUT FUTURE OPG OPENING T TREAD (IN PLAN) # CD COORD COORDINATE GA GAUGE OPP OPPOSITE T TEMPERED (ON WINDOW) PHASE: BRICK VENEER CPT CARPET GAL GALVANIZED OV OVER TB TACK BOARD +/ - PLUS OR MINUS CSI CONSTRUCTION SPECIFICATIONS GC GENERAL CONTRACTOR PC PRECAST CONCRETE TBB TILE BACKER BOARD Architecture ISSUE: B INSTITUTE GHM GALVANIZED HOLLOW METAL PCV POLYVINYL CHLORIDE TBD TO BE DETERMINED CTP CERAMIC TILE PAVERS GL GLASS PL PROPERTY LINE T&B TOP & BOTTOM FEET A1.1 Site Plan ISSUE DATE: 4/2/25 CUH CABINET UNIT HEATER ' GLU LAM GLUE LAMINATED WOOD PL PLATE TC TOP OF CURB INCHES A2.1 Site Details CWT CERAMIC WALL TILE GMGU GLASS MESH GYPSUM UNIT PLG PLUMBING T&G TONGUE & GROOVE " D DRYER (IN PLAN) GR GRADE PLAM PLASTIC LAMINATE TEL TELEPHONE A2.2 Freedom Monument DBL DOUBLE GYP BD/GWB GYPSUM BOARD PLYWD PLYWOOD TEMP TEMPERED () QUANTITY DEMO DEMOLISH, DEMOLITION HB HOSE BIB PNL PANEL THK THICKNESS A2.3 Site Details DEPT DEPARTMENT HC HOLLOW CORE PR PAIR THLD THRESHOLD DF DRINKING FOUNTAIN HC HANDICAP, HANDICAPPED PREFAB PREFABRICATED T.O. TOP OF Cover DIA DIAMETER HDBD HARDBOARD POR PORCELAIN TILE T.O. B TOP OF BEAM Electrical DIM. DIMENSION HDR HEADER PT PAINT T.O. C TOP OF CONCRETE REFER TO CONSTRUCTION SPECIFICATION DISP DISPENSER HDWR HARDWARE PTN PARTITION T.O. F TOP OF FLR/FOOTING E0-1 Electrical-Cover Sheet DN DOWN HM HOLLOW METAL QT QUARRY TILE T.O. M TOP OF MASONRY INSTITUTE, UNIFORM DRAWING SYSTEM AND TO DR DOOR HORZ/H HORIZONTIAL R RISER T.O. S TOP OF SLAB PROJECT SPECIFICATIONS FOR REFERENCE ES2-1 Electrical-Site Plan DS DOWN SPOUT HPC HIGH PERFORMANCE COATING RAD RADIUS T.O. STL TOP OF STEEL STANDARDS & ADDITIONAL ABBREVIATIONS DTL DETAIL HRU HEATING ROOFTOP UNIT RB RACQUETBALL TS TUBE STEEL E3-1 Electrical-Details DW DISHWASHER HT/H HEIGHT RB RUBBER BASE TV TELEVISION DWG DRAWING HTR HEATER RCP REFLECTED CEILING PLAN TYP TYPICAL SHEET NAME HVAC HEATING, VENTING & AIR CONDITIONING RD ROOF DRAIN TYPE 'X' FIRE RATED GYPSUM BOARD RE: REFER/REFERENCE Structural S0 Structural Cover Sheet S1 Structural Foundation Details S2 Structural Foundation Details S3 Structural Foundation Details S4 Structural Foundation and Pedestal Details G0.1 SHEET NUMBER 8/12/20258:00:05 AM Page 12 of 62 PLOTTED BY TCLEMENT, FILE PATH & NAME = \\DMS14\PROJECTS\ACTIVE PROJECTS\2024\24206-COM VETERANS MEMORIAL PARK\C3D\24206C_BASE.DWG, PLOT DATE = 7/22/2025 7:16 AM N OF SHEET NO.: DMC JOBNO.: MONTROSE VETERANS MEMORIAL COALITION DEL-MONT CONSULTANTS, INC. MONTROSE VETERANS MEMORIAL E N G I N E E R I N G▼ S U R V E Y I N G C-1 125 Colorado Ave.▼ Montrose, CO 81401 ▼ (970) 249-2251 24206 3 MONTROSE, CO www.del-mont.com ▼ service@del-mont.com DESIGNED BY: SCALE: CHECKED BY: TMC AS NOTED DWS SHEETS DETAILED LAYOUT & GRADING PLAN DRAWN BY: FILE NAME: DATE ISSUED: TMC 24206C_BASE.DWG 2025-04-02 NO DATE REVISIONS BY Page 13 of 62 PLOTTED BY TCLEMENT, FILE PATH & NAME = \\DMS14\PROJECTS\ACTIVE PROJECTS\2024\24206-COM VETERANS MEMORIAL PARK\C3D\24206C_BASE.DWG, PLOT DATE = 7/22/2025 7:16 AM N OF SHEET NO.: DMC JOBNO.: MONTROSE VETERANS MEMORIAL COALITION DEL-MONT CONSULTANTS, INC. MONTROSE VETERANS MEMORIAL E N G I N E E R I N G▼ S U R V E Y I N G C-2 125 Colorado Ave.▼ Montrose, CO 81401 ▼ (970) 249-2251 24206 3 MONTROSE, CO www.del-mont.com ▼ service@del-mont.com DESIGNED BY: SCALE: CHECKED BY: TMC AS NOTED DWS SHEETS OVERALL UTILITY PLAN DRAWN BY: FILE NAME: DATE ISSUED: TMC 24206C_BASE.DWG 2025-04-02 NO DATE REVISIONS BY Page 14 of 62 PLOTTED BY TCLEMENT, FILE PATH & NAME = \\DMS14\PROJECTS\ACTIVE PROJECTS\2024\24206-COM VETERANS MEMORIAL PARK\C3D\24206C_BASE.DWG, PLOT DATE = 7/22/2025 7:16 AM TYPICAL CURB&GUTTER DETAILS N.T.S. TYPICAL SIDEWALKSECTION N.T.S. TYPICAL CONCRETEDRIVEWAY SECTION N.T.S. TYPICAL IRRIGATIONPIPE TRENCH DETAIL N.T.S. OF SHEET NO.: DMC JOBNO.: MONTROSE VETERANS MEMORIAL COALITION DEL-MONT CONSULTANTS, INC. MONTROSE VETERANS MEMORIAL E N G I N E E R I N G▼ S U R V E Y I N G C-3 125 Colorado Ave.▼ Montrose, CO 81401 ▼ (970) 249-2251 24206 3 MONTROSE, CO www.del-mont.com ▼ service@del-mont.com DESIGNED BY: SCALE: CHECKED BY: TMC AS NOTED DWS SHEETS DETAILS & STORMWATER LAYOUT DRAWN BY: FILE NAME: DATE ISSUED: TMC 24206C_BASE.DWG 2025-04-02 NO DATE REVISIONS BY Page 15 of 62 D.M. JOB NO.: DEL-MONT CONSULTANTS, INC. E N G I N E E R I N G▼ S U R V E Y I N G FIRE TRUCK TURNING RADIUS 24206 125 Colorado Ave.▼ Montrose, CO 81401 ▼ (970) 249-2251 www.del-mont.com ▼ service@del-mont.com MFD EXHIBIT DATE ISSUED: DESIGNED BY: SCALE: 2025-07-22 N TMC AS NOTED MONTROSE VETERANS MEMORIAL SHEET: CHECKED BY: FILE NAME: 1 of 1 DWS 24206C_BASE Page 16 of 62 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZ-100-LC (2) 1" Wide Flow Drip Control Kit, for Light Commercial Uses. 1in.or 4 1-1/2 in. PEB Valve, with 1in. Pressure Regulating 40psi Basket Filter. 0.3-20 GPM. LANDSCAPE ARCHITECTURE 215 PITKIN AVENUE, SUITE 101 Pipe Transition Point above grade 10 GRAND JUNCTION, CO 81501 Pipe transition point from PVC lateral to drip tubing with riser to (970) 730-2398 above grade installation. www.grnboxstudio.com F Rain Bird MDCFCAP Flush Cap 9 Dripline Flush Valve cap in 6 Inch Round Valve Box MAINLINE TO BE AT BACK OF WALK; #4 JOG FOR ENTRANCE GATE 1-1/2" Rain Bird XB-PC (2) 10PC #3 Single Outlet, Pressure Compensating Drip Emitters. Flow rates 331 IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR of 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes with a self-piercing barb inlet x barb outlet. F IRR F C IRR BF IRR Rain Bird Xeri-Spray XS-180 IRR IRR IRR #1 DOMESTIC Adjustable flow/radius; Reduce radius to minimum to cover annual 4 WATER; SEE CIVIL flower beds without overspray, Install on threaded polyflex riser with stake, 10-32 self-tapping threaded inlet. IRR #2 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird 33-DRC 3/4" IRR 3/4in. Brass Quick-Coupling Valve, with Corrosion-Resistant 5 Stainless Steel Spring, Thermoplastic Rubber Cover, Double 1-1/2" 1-1/2" Track Key Lug, and 2-Piece Body. Isolation Valve - Small 2 IRR 1-3" Brass Gate Valve Manual Drain Valve D 2" Brass Gate Valve for Detention Areas 1 IRR 3/4" Mueller Curb Stop with Key for Gravel Sumps BF Febco 825YA 1" 1 1" Reduced Pressure Backflow Preventer IRR Rain Bird ESP4ME3 with (1) ESP-SM3 1 C 7 Station, Hybrid Modular Outdoor Controller. For Residential or Light Commercial Use. LNK WiFi Module and Flow Sensor Ready. IRR Valve Callout IRR IRR Valve Number IRR IRR # IRR #" # Valve Flow Valve Size IRR IRR IRR Irrigation Mainline, Class 200 pvc; 1-1/2" unless noted otherwise IRR LATERAL PIPE Irrigation Lateral for Tree Zone, Class 160 pvc; 1" unless noted otherwise SHOWN DIAGRAMATICALLY FOR GRAPHIC PURPOSES. ALL 3 IRR Irrigation Lateral for Shrub Zones, Class 160 pvc; 1" unless noted otherwise PIPES TO BE IN ONE TRENCH. 1/2" Poly Drip Tubing for Shrub Zones IRR COALITION Swing Pipe Tubing for Tree Zones IRR 4" pvc irrigation sleeve IRR F IRR F IRRIGATION VALVE SCHEDULE NOMINAL NET EMITTERS / PRECIP INCHES / APPLIED BUBBLERS RATE GPM PGRM RUN STARTS/ DAYS/ VALVE # SIZE TYPE TIME SETTING DAY WEEK IN./WK #1 1-1/2" Tree Bubblers - East 60 0.25 GPM 15 A 3 Min 0.68 Gal 1 5 3.4 GAL IRR #2 1" Shrub drip-East 136 1 GPH 2.27 B 64 MIN 1 Gal 1 3 3.0 Gal MONTROSE VETERANS MEMORIAL PLACEEMENT OF QUICK #3 1-1/2" Tree Bubblers - West 72 0.25 GPM 18 A 3 Min 0.68 Gal 1 5 3.4 GAL COUPLERS BASED UPON #4 1" Shrub drip-West 195 1 GPH 3.25 B 64 MIN 1 Gal 1 3 3.0 Gal 75 FT REACH FROM Q.C. TO ACCOMPLISH POWER APRIL MAY JUNE JULY AUG SEP OCT WASHING OF PLAZAS IRR WATER BUDGET SETTINGS 90% 100% 160% 140% 120% 90% 70% (TYP) LATERAL PIPE IRR IRR IRR SHOWN MONTROSE VETERANS MEMORIAL DIAGRAMATICALLY NOTES F FOR GRAPHIC 1. THIS CHART PROVIDES WATERING SCHEDULE RECOMENDATIONSESTABLISHED FOR PLANTS AND TURF. IRR PURPOSES. BOTH 2.CONTRACTOR IS OBLIGATED TO MONITOR SOIL MOISTURE TO AVOID SATURATION OR DROUGHT AND ADJUST SCHEDULE PIPES TO BE IN ACCORDINGLY DURING ESTABLISHMENT PERIOD . ONE TRENCH. 3.DRIP/BUBBLER ZONE RUN TIMES ARE CALCULATED TO 95% EFFICIENCY. LANDSCAPE IRR IRRIGATION PLAN MATCHLINE A - NORTH IRR MATCHLINE A PROJECT #: 0112-001 DATE ISSUED: 7-21-2025 DRAWN BY: MH CHECKED BY: MR LANDSCAPE IRRIGATION NOTES 0 10 20 30 feet ORIGINAL SHEET SIZE: 22X34 1. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. ALL WORK TO CONFORM TO CURRENT CITY, STATE OR COUNTY CODE AND IS SUBJECT TO INSPECTION AND APPROVAL BY APPROPRIATE INSPECTORS AND THE OWNER'S REPRESENTATIVE. NORTH 3.CONTRACTOR IS RESPONSIBLE FOR ACQUIRING POSSESSION OF FINAL PLANS BY GREENBOX STUDIO. SCALE: 1" = 10' 4.POWER TO IRRIGATION CONTROLLER IS TO BE PROVIDED BY A LICENSED ELECTRICIAN. 5.ALL LATERAL AND MAIN LINES IN SYSTEM WILL BE CONTAINED IN SLEEVES WHEREVER CONCRETE IS TO BE OVERLAID. 6.CLOCK TO BE MOUNTED IN LOCKING CABINET ON PEDESTAL AS INDICATED ON PLANS AND DETAILS . 7/21/2025 10:34 AM ] 7. ALL MAINS SHALL BE BURIED AT A MINIMUM DEPTH OF 24 INCHES. ALL LATERALS AT A DEPTH OF 18 INCHES. ALL VALVE WIRING SHALL BE BUNDLED BY TAPING AT 25 FT. INTERVALS AND PLACED BELOW IRRIGATION PIPING FOR PROTECTION. 8.CONTRACTOR TO INSTALL MANUAL DRAIN VALVES AT LOW POINT ON ALL MAIN LINES.. I-1 NORTH [ 9.SEE SHEET I-3 FOR DETAILS. 10. SYSTEM IS DESIGNED TO OPERATE AT 60 PSI, PROVIDING MINIMUM 40 PSI AT HEADS. 11. WHERE IRRIGATION IS TO BE LOCATED ADJACENT TO WALKS OR FENCING, LATERALS SHALL BE LOCATED 12 INCHES FROM BACK OF WALK AND 3 INCHES FROM FACE OF FENCE . 12. DRIP EMITTERS TO BE RAINBIRD 1 GPH EMITTERS 13. PIPE FROM CONTROL VALVE TO FIRST 'TEE' TO BE 1/2" LARGER THAN VALVE, UNLESS NOTED OTHERWISE. 14. PIPE SIZE NOTATION INDICATES MINIMUM PIPE SIZE DOWNSTREAM FROM THAT POINT. DESCRIPTION 15. CONTRACTOR TO PROVIDE COMPLETE AS-BUILT DRAWINGS OF IRRIGATION SYSTEM INCLUDING LOCATION OF PIPES DIMENSIONED AND LOCATED WITH REFERENCE ACCURACY REVISIONS DATE I-1 S:\PROJECTS\GBS 0112 Motley Architecture\Design\DWG\0112-001Lscape & irrig.dwg Page 17 of 62 MATCHLINE A IRR MATCHLINE A IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY IRR Rain Bird XCZ-100-LC (2) 1" Wide Flow Drip Control Kit, for Light Commercial Uses. 1in.or 4 1-1/2 in. PEB Valve, with 1in. Pressure Regulating 40psi Basket IRR Filter. 0.3-20 GPM. LANDSCAPE ARCHITECTURE Pipe Transition Point above grade 215 PITKIN AVENUE, SUITE 101 F 10 GRAND JUNCTION, CO 81501 Pipe transition point from PVC lateral to drip tubing with riser to (970) 730-2398 above grade installation. www.grnboxstudio.com IRR F Rain Bird MDCFCAP Flush Cap 9 Dripline Flush Valve cap in 6 Inch Round Valve Box IRR Rain Bird XB-PC (2) 10PC LATERAL PIPE SHOWN LATERALS Single Outlet, Pressure Compensating Drip Emitters. Flow rates 331 DIAGRAMATICALLY SHOWN of 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes with FOR GRAPHIC EXTENDED FOR a self-piercing barb inlet x barb outlet. PURPOSES. ALL 3 IRR FUTURE PIPES TO BE IN AVAILABILITY Rain Bird Xeri-Spray XS-180 ONE TRENCH. Adjustable flow/radius; Reduce radius to minimum to cover annual 4 flower beds without overspray, Install on threaded polyflex riser IRR with stake, 10-32 self-tapping threaded inlet. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY IRR Rain Bird 33-DRC 3/4" 3/4in. Brass Quick-Coupling Valve, with Corrosion-Resistant 5 Stainless Steel Spring, Thermoplastic Rubber Cover, Double Track Key Lug, and 2-Piece Body. IRR Isolation Valve - Small 2 1-3" Brass Gate Valve IRR Manual Drain Valve D 2" Brass Gate Valve for Detention Areas 1 3/4" Mueller Curb Stop with Key for Gravel Sumps PLACEMENT OF QUICK COUPLERS BF Febco 825YA 1" 1 IRR BASED UPON 75 FT 1" Reduced Pressure Backflow Preventer REACH FROM Q.C. TO ACCOMPLISH POWER Rain Bird ESP4ME3 with (1) ESP-SM3 WASHING OF PLAZAS C 1 IRR IRR 7 Station, Hybrid Modular Outdoor Controller. For Residential or IRR IRR (TYP) IRR IRR IRR IRR Light Commercial Use. LNK WiFi Module and Flow Sensor Ready. IRR IRR F IRR IRR IRR Irrigation Mainline, Class 200 pvc; 1-1/2" unless noted otherwise CAP LATERALS IRR DOMESTIC Irrigation Lateral for Tree Zone, Class 160 pvc; 1" unless noted otherwise F WATER; SEE CIVIL Irrigation Lateral for Shrub Zones, Class 160 pvc; 1" unless noted otherwise IRR 1/2" Poly Drip Tubing for Shrub Zones COALITION IRR Swing Pipe Tubing for Tree Zones 4" pvc irrigation sleeve D CAP LATERALS IRRIGATION VALVE SCHEDULE NOMINAL NET EMITTERS / PRECIP INCHES / APPLIED BUBBLERS RATE GPM PGRM RUN STARTS/ DAYS/ VALVE # SIZE TYPE TIME SETTING DAY WEEK IN./WK #1 1-1/2" Tree Bubblers - East 60 0.25 GPM 15 A 3 Min 0.68 Gal 1 5 3.4 GAL #2 1" Shrub drip-East 136 1 GPH 2.27 B 64 MIN 1 Gal 1 3 3.0 Gal F #3 1-1/2" Tree Bubblers - West 72 0.25 GPM 18 A 3 Min 0.68 Gal 1 5 3.4 GAL MONTROSE VETERANS MEMORIAL #4 1" Shrub drip-West 195 1 GPH 3.25 B 64 MIN 1 Gal 1 3 3.0 Gal APRIL MAY JUNE JULY AUG SEP OCT WATER BUDGET SETTINGS 90% 100% 160% 140% 120% 90% 70% NOTES MONTROSE VETERANS MEMORIAL 1. THIS CHART PROVIDES WATERING SCHEDULE RECOMENDATIONSESTABLISHED FOR PLANTS AND TURF. 2.CONTRACTOR IS OBLIGATED TO MONITOR SOIL MOISTURE TO AVOID SATURATION OR DROUGHT AND ADJUST SCHEDULE ACCORDINGLY DURING ESTABLISHMENT PERIOD . 3.DRIP/BUBBLER ZONE RUN TIMES ARE CALCULATED TO 95% EFFICIENCY. LANDSCAPE IRRIGATION PLAN - SOUTH PROJECT #: 0112-001 DATE ISSUED: 7-21-2025 LANDSCAPE IRRIGATION NOTES 0 10 20 30 feet DRAWN BY: MH 1. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CHECKED BY: MR 2. ALL WORK TO CONFORM TO CURRENT CITY, STATE OR COUNTY CODE AND IS SUBJECT TO INSPECTION AND APPROVAL BY ORIGINAL SHEET SIZE: 22X34 APPROPRIATE INSPECTORS AND THE OWNER'S REPRESENTATIVE. NORTH 3.CONTRACTOR IS RESPONSIBLE FOR ACQUIRING POSSESSION OF FINAL PLANS BY GREENBOX STUDIO. SCALE: 1" = 10' 4.POWER TO IRRIGATION CONTROLLER IS TO BE PROVIDED BY A LICENSED ELECTRICIAN. 5.ALL LATERAL AND MAIN LINES IN SYSTEM WILL BE CONTAINED IN SLEEVES WHEREVER CONCRETE IS TO BE OVERLAID. 6.CLOCK TO BE MOUNTED IN LOCKING CABINET ON PEDESTAL AS INDICATED ON PLANS AND DETAILS . 7. ALL MAINS SHALL BE BURIED AT A MINIMUM DEPTH OF 24 INCHES. ALL LATERALS AT A DEPTH OF 18 INCHES. ALL VALVE WIRING SHALL BE BUNDLED BY TAPING AT 25 FT. INTERVALS AND PLACED BELOW IRRIGATION PIPING FOR PROTECTION. 8.CONTRACTOR TO INSTALL MANUAL DRAIN VALVES AT LOW POINT ON ALL MAIN LINES.. 7/21/2025 10:35 AM ] 9.SEE SHEET I-3 FOR DETAILS. 10. SYSTEM IS DESIGNED TO OPERATE AT 60 PSI, PROVIDING MINIMUM 40 PSI AT HEADS. 11. WHERE IRRIGATION IS TO BE LOCATED ADJACENT TO WALKS OR FENCING, LATERALS SHALL BE LOCATED 12 INCHES FROM I-2 SOUTH [ BACK OF WALK AND 3 INCHES FROM FACE OF FENCE . 12. DRIP EMITTERS TO BE RAINBIRD 1 GPH EMITTERS 13. PIPE FROM CONTROL VALVE TO FIRST 'TEE' TO BE 1/2" LARGER THAN VALVE, UNLESS NOTED OTHERWISE. 14. PIPE SIZE NOTATION INDICATES MINIMUM PIPE SIZE DOWNSTREAM FROM THAT POINT. 15. CONTRACTOR TO PROVIDE COMPLETE AS-BUILT DRAWINGS OF IRRIGATION SYSTEM INCLUDING LOCATION OF PIPES DIMENSIONED AND LOCATED WITH REFERENCE ACCURACY DESCRIPTION REVISIONS DATE I-2 S:\PROJECTS\GBS 0112 Motley Architecture\Design\DWG\0112-001Lscape & irrig.dwg Page 18 of 62 EVERGREEN (OPPOSITE SIDE SAME) DECIDUOUS (OPPOSITE SIDE SAME) DO NOT CUT OR DAMAGE CENTRAL LEADER CONTRACTOR TO CONFIRM WORKING DIMENSIONS NOTES: STRONG BOX ENCLOSURE, MODEL LANDSCAPE ARCHITECTURE #SBBC-30AL WITHIN STRONG BOX WITH CITY OF MONTROSE 1. REMOVE TRANSIT GUARD ON TRUNK, NURSERY STAKE PARKS DEPARTMENT BEFORE ORDERING HOT BOX 215 PITKIN AVENUE, SUITE 101 2. REMOVE WIRE BASKETS, BURLAP WRAPPINGS, ROPE, TWINE OR ANY SIMILAR FASTEN 12 GA. WIRE THROUGH 1" MIN WIDTH X 12" GRAND JUNCTION, CO 81501 3/4" FEBCO 825YA RP ENCLOSURE OUTDOOR BREAKER AND LONG NYLON STRAP AROUND TRUNK TO POST AND (970) 730-2398 SHIPPING MATERIALS BEFORE PLANTING. BACKFLOW PREVENTOR CONTROL BOX TWIST TO REMOVE SLACK. www.grnboxstudio.com 3. BACKFILL, FILLING IN ALL AIR POCKETS. 3/4" UNION 3/4" UNION 4. PRUNE ONLY BROKEN OR DEAD BRANCHES, DO NOT PRUNE ALL THE WAY TO TREE PLANTING HOLES SHALL BE OF SUFFICIENT MOUNT IRRIGATION THE TRUNK. DEPTH SO THAT THE FLARE OF THE TREE ABOVE THE CONTROLLER INSIDE 5. SPRAY DECIDUOUS TREE TRUNK WITH INSECTICIDE. WRAP WITH 4" TREE ROOT BALL IS NO HIGHER THAN ONE INCH ABOVE ENCLOSURE, ABOVE RPB WRAP FROM BOTTOM UP TO SECOND BRANCH. TAPE IN MIN. 3 PLACES. GRADE. TRUNK FLARE TO BE VISIBLE 3/4" TEE TO WINTERIZE SYSTEM WITH BRASS PLUG (SHOWN ROTATED, ORIENT TO ALLOW CONVENIENT ACCESS) MULCH DEPTH AND TYPE AS NOTED ON PLANS 3/4" WILKINS 500HLR SERIES PRESSURE REDUCING VALVE EXCEPT OVER ROOT BALL. SHREDDED CEDAR 4" CONCRETE 10'' ROUND (BRASS - ADJUSTABLE); ORIENT PAD BACKFILL MIX: MULCH OVER ROOT BALL TO BE NO MORE THAN VALVE BOX FOR CONVENIENT MAINTENANCE. FINISH 1/3 SOIL AMENDMENT 1" THICK. HOLD ALL MULCH AWAY FROM TRUNK 2" VALVE ACCESS GRADE CRUSHED GRAVEL 2/3 SOIL FROM PIT STEMS BY 1". WITH CAP INCORPORATE BOISOL PLANTERS MIX, OR A MIX OF 50 LBS BIOSOL, 6' STEEL 'T' POST (OR 2" LODGEPOLE WOOD 10 LBS HUMATE & 1 LB ALL PURPOSE MYCORRHIZAE AT THE POLES) EACH SIDE OF TREE AT 180 DEGREES FOLLOWING RATES: (OR 3 EVENLY SPACED ON EVERGREEN TREES), 1/2 CUP PER 1 GAL PERENNIAL BLADE ON TREE SIDE, DRIVEN INTO SUBGRADE 3/4" RIGID 10'' ROUND 1 CUP PER 5 GAL SHRUB 18", OUTSIDE OF PLANTING HOLE. COPPER OR 2 CUPS PER 2" CALIPER TREE SCHEDULE 40 VALVE BOX SHRUBS, PERENNIALS AND 3' MIX THOROUGHLY PRIOR TO BACKFILLING. CONTRACTOR TO BRASS PIPE GRASSES PLANTED AT OR 2" PROVIDE AND INSTALL PLANT FERTILIZER TABLETS HAVING AN NPK ABOVE FINISH GRADE 3/4" RIGID ANALYSIS OF 20-10-5. INSTALL PER MANUFACTURER'S COPPER 3/4" BLOWOUT LINE AND CAP RECOMMENDATIONS. LANDSCAPE ROCK 2" VALVE ACCESS 30" STAKE DRIVEN FLUSH. 12 GA. WIRE FROM WITH CAP STAKE TO 1" MIN. NYLON STRAP AROUND TRUNK MUELLER CURB STOP FLOW STAKES FINISH GRADE #H10283 AMENDED SOIL PREPARED BACKFILL DOMESTIC WATER FLOW MUELLER PREVAILING WIND SUPPLY CURB STOP BALL DIA. X 2 #H10283 PVC MAIN BOTTOM OF ROOT BALL TO REST ON NOTE: EXISTING OR RECOMPACTED SOIL. BREAKER BOX & CONTROL BOX MUST BE BALL DIA. X 3 SOIL BERM 2" HIGH X 4-6" WIDE, WEATHERPROOF AND MOUNTED ABOVE SCARIFY SIDES 3RD STAKE REQUIRED ON EVERGREEN ABOVE ROOT BALL SURFACE REDUCED PRESSURE ASSEMBLY TREES; SPACE ALL 3 EVENLY AROUND PLANTING HOLE. NETAFIM WPC10 EMITTER, FLOW @ 1 GPH 1/4" 'T' 1/4" SALCO POLYTTHYLENE STAKING DIAGRAM IRRIGATION CONNECTION AND SHRUBS: 3 EMITTTERS MICRO TUBING 1/4" BARB TRANSFER PLANTING DETAIL PERENNIALS AND ORNAMENTAL FITTINGS - BF1 (TYP) A BACKFLOW PREVENTOR GRASSES: 2 EMITTTERS NOT TO SCALE B PVC LATERAL NOT TO SCALE 4" 1804 POP-UP SPRAY BODY W/NOZZLE TURNED OFF. ONE PER FLUSH BOX ASSEMBLY RISER TO CF-12 AT SURFACE 6" ROUND VALVE BOX WITH CF-12 1/2" COMPRESSION COVER; GREEN IN LAWN AREAS, NOTE: ALL THREADED 'T' FITTING BROWN IN PLANTING BEDS CONNECTIONS SHALL BE SEALED 1/2" SOLID POLY DRIP TUBE; NO EMITTERS 6" ROUND VALVE BOX. GREEN COVER USING THREADED PVC PIPE NETAFIM TLSOV MANUAL FLUSH FINISHED GRADE IN LAWN AREAS. BROWN IN MULCHED SEALANT, NO TEFLON TAPE. TREES: TREE RINGS, AS SHOWN BELOW VALVE INSTALLED AT END OF (GRASS OR MULCH) AREAS. ON THIS SHEET XERI-TUBE IN 6" ROUND VALVE 3" PVC PIPE (LENGTH BOX (TYP) AS REQUIRED) FINISHED GRADE (MULCH) 1-3" BRASS GATE 1-1/2" PVC MAINLINE @ VALVE COALITION 24" MIN. BURY 4" PVC PIPE (LENGTH PLACEMENT OF TUBING AND FLOW LIMITS PLACEMENT OF EMITTERS FLUSHBOX LOCATIONS PVC MAINLINE AS REQUIRED) 3/4" SCHED. 80 NIPPLE 3/4" MUELLER CURB 1/2" DISTRIBUTION TUBE: MAX FLOW = ALL EMITTERS ARE TO BE EVENLY MINIMIZE NUMBER OF (LENGTH AS REQUIRED) STOP WITH KEY 200 GPH PER LENGTH (200 EMITTERS) DISTRIBUTED AND STAKED AT FLUSH BOXES. LOCATE 3/4" PVC ELL LESS 26.1 GPH PER TREE. MAX LENGTH PERIMETER OF ROOT BALL. ADJACENT TO WALKS = 200' . EACH BRANCH TO END WITH PERENNIALS AND ORNAMENTAL OR DRIVES FOR EASY ALL THREADED CONNECTIONS SCHD. 80 COUPLING 4 CU. FT WASHED (2)-3/4" PVC STREET ELL'S TO BE SEALED USING THREADED GRAVEL BELOW VALVE FLUSH CAP IN 6" ROUND VALVE BOX. GRASSES: TWO (2) EMITTERS PER MAINTENANCE PVC PIPE SEALANT, NO TEFLON ALL TUBING TO BE PLACED BELOW PLANT ACCESS AND TAPE. WEED CONTROL FABRIC (WHERE SHRUBS: THREE (3) EMITTERS PER WINTERIZATION. FABRIC OCCURS). PLANT INSTALL 1804 SPRAY ** 1/4" TUBING TO BE SALCO FLEXIBLE TREES: 3 DRIPPER LINE RINGS: AS W/NOZZLE CLOSED. POLYETHYLENE MICRO TUBING. 1/4" SHOWN BELOW, THIS SHEET. NO SPRAY HEAD IS TO DISTRIBUTION TUBE: MAX FLOW = SEPARATE EMITTERS. INDICATE WHEN ZONE 12GPH PER LENGTH (12 EMITTERS). IF PLANT IS ON SLOPE, EMITTERS IS ON AND LOCATION SHUT-OFF/ISOLATION VALVE MANUAL MAINLINE DRAIN VALVE MAX LENGTH =10'. CONNECTION TO 1/2" TO BE EQUALLY SPACED ON UPHILL OF FLUSH BOX. C D TUBE TO BE 1/4" COUPLER, NOT AN SIDE OF PLANT NOT TO SCALE NOT TO SCALE EMITTER. TUBING TO BE STAKED AT DO NOT PLACE EMITTERS AGAINST EMITTER AND AT MAX 5' INTERVALS TRUNK OR CROWN WITH MIN. 8" STAPLES. MONTROSE VETERANS MEMORIAL FINISHED GRADE RAINBIRD #33-DRC 2-PIECE QUICK (GRASS OR MULCH) COUPLER VALVE WATERPROOF CONNECTION: RAINBIRD SPLICE-1 DRIP LAYOUT 10" ROUND VALVE BOX MONTROSE VETERANS MEMORIAL FINISH 3/4" SCHED 80 PVC RAINBIRD 'JUMBO' VALVE BOX EXTENSIONS AS G GRADE/TOP OF NOT TO SCALE NIPPLE (LENGTH AS NECESSARY FOR 2" CLEARANCE ABOVE AND LAWN OR HOT IRON - STAMP REQUIRED) BELOW VALVE. SET BOX FLUSH WITH EXISTING GRADE IN LAWN AREA, FLUSH WITH MULCH IN MULCH VALVE BOX LIDS WITH USE GREEN LID IN TURF, 3" MINIMUM DEPTH OF 3/4" SHRUB BEDS. USE GREEN LID IN TURF, BROWN "ISO VALVE" OR RC BROWN IN SHRUB BEDS. GRAVEL BELOW VALVE. FIRMLY IN SHRUB BEDS. WITH # SEAT VALVE BOX FOR STABILITY LANDSCAPE AND BRICK (1 OF 2) 30 INCH LINEAR LENGTH OF IRRIGATION 3/4" SCHED 80 PVC WIRE, COILED NIPPLE (LENGTH AS DETAILS REQUIRED) 3' MIN PVC SCH 40 FEMALE ADAPTER PVC SCH 40 STREET ELL RAINBIRD SBE-050 PROJECT #: 0112-001 PVC SCH 80 NIPPLE (CLOSE) (TYP.) 2"X2" REDWOOD STAKE WITH PC LATERAL PIPE; TO BE 1/2" DATE ISSUED: 7-21-2025 RAINBIRD 1401 BUBBLER MULCH FINISHED STAINLESS STEEL GEAR PVC SCH 40 STREET ELL LARGER THAN VALVE SIZE DRAWN BY: MH CLAMPS OR EQUIVALENT GRADE PVC SCH 40 ELL (UNLESS NOTED ON PLAN) TO CHECKED BY: MR SUPPORT SYSTEM FIRST TEE. BURY AT 18" MIN. RAINBIRD SBA-050 (1/2'' MALE X .049'' PVC SCH 40 ELL OR TEE ORIGINAL SHEET SIZE: 22X34 SPIRAL BARB ADAPTER (TYP)) PVC MAINLINE PVC SCH 80 NIPPLE (LENGTH AS REQ.) NOTE: FURNISH FITTINGS AND PIPING 1/2" SWING PIPE ; MAX. 8 BUBBLERS) NOMINALLY SIZED IDENTICAL TO NOMINAL PVC SCH 40 ELL QUICK COUPLING VALVE INLET SIZE. PVC LATERAL LINE @ 18" MIN. BURY SWING PIPE TO BE BRICK (1 OF 4) SCH 80 NIPPLE (2-INCH LENGTH, UNDER FABRIC HIDDEN) AND SCH 40 ELL RAINBIRD SBE 1/2" MALE NPT X .049" CONTROL ZONE KIT: SPIRAL BARB ADAPTER ELBOW 1/2" SWING PIPE. 7/21/2025 10:36 AM RAINBIRD XCZ-100-PRB-COM ] * 18" MIN. FROM TEE TO BUBBLER; INCLUDES VALVE, BACKFLUSH PRESSURE REGULATOR RAINBIRD * MAX 8 BUBBLERS PER LENGTH SB-TEE (TYP.) OF SWING PIPE; I-3 DETAILS * END WITH BUBBLER, NOT CAP [ PVC SCH 40 TEE PVC MAINLINE 3" MINIMUM DEPTH OF 3/4" GRAVEL BELOW VALVE. FIRMLY SEAT VALVE BOX FOR STABILITY 1400 SERIES BUBBLER LAYOUT QUICK COUPLING VALVE H DESCRIPTION E DRIP CONTROL KIT NOT TO SCALE REVISIONS NOT TO SCALE F NOT TO SCALE DATE I-3 S:\PROJECTS\GBS 0112 Motley Architecture\Design\DWG\0112-001Lscape & irrig.dwg Page 19 of 62 PLANT SCHEDULE SYMBOL CODE QTY COMMON / BOTANICAL NAME CAL REMARKS DECIDUOUS TREES Burr Oak LANDSCAPE ARCHITECTURE BOK 2 2" 50-60' High 215 PITKIN AVENUE, SUITE 101 Quercus macrocarpa GRAND JUNCTION, CO 81501 (970) 730-2398 www.grnboxstudio.com Jeronimus Plains Cottonwood 6 30-60- High JPC Populus deltoides monilifera 'Jeronimus' 2" (1) PCS (3) VHR 3 (1) SUN (1) CBM (3) VHR (2) CBM (3) WLC 1 (1) CBM (1) HCP 2 4 Musashino Japanese Zelkova (3) MYW (1) PBC MSZ 3 1-1/2" 40-50' High (3) MYW Zelkova serrata 'Musashino' Radiant Crabapple (1) POP RAC 1 1-1/2" 15-20' High Malus x 'Radiant' (1) POP Sucker Punch® Red Chokecherry 15-20' High SPC 2 Prunus x virginiana 'P002S' 1-1/2" (1) PBC Spring Snow Crabapple 15-20' High (1) CBM SSC 2 Malus x 'Spring Snow' 1-1/2" (1) HCP (3) BBG (1) POP Winter King Hawthorn (1) POP WKH 3 1-1/2" 18-23' High 4 (2) SUN Crataegus viridis 'Winter King' (3) BBG 3 (2) PLV (1) PBC (3) DBR EVERGREEN TREES (3) DBR (2) HHR (2) PLV Arizona Cypress (3) DBR AZC 6 6' 20-30' High Cupressus arizonica 'Crystal Frost" Moonglow Juniper (1) PBC (3) GSP (1) POP MGJ 3 6' 10-15' High (1) DFO Juniperus scopulorum 'Moonglow' (1) HCP (1) CBM (1) SSC (2) BBG (1) HCP Ponderosa Pine (1) SSC 5 6' 40-60' High (5) FWG POP Pinus ponderosa (2) PLV (3) AZC (1) PBC SYMBOL CODE QTY COMMON / BOTANICAL NAME SIZE REMARKS (3) GSP DECIDUOUS SHRUBS (1) VHR (1) DMH Dwarf Blue Rabbitbrush 3-5' High DBR 9 Chrysothamnus nauseosus nauseosus 5 Gal (3) CBM Fernbush FNB 7 5 Gal 4-6' High (1) BOK Chamaebatiaria millefolium (1) HCP (5) FWG Gold Star Bush Cinquefoil (3) PLV GSP 10 5 Gal 2-3' High Potentilla fruticosa 'Gold Star' (1) PBC Hope for Humanity Shrub Rose HHR 6 2 gal. 3-4' High Rosa x 'Hope for Humanity' (1) HCP Dwarf Korean Lilac KDL 5 Gal 4-5' High COALITION (1) DFO 12 Syringa meyeri 'Palibin' Pawnee Buttes® Sand Cherry 1-1.5 High PBC 7 Prunus besseyi 'P011S' 5 Gal (1) HHR Powis Castle Artemisia (1) CBM PCS 1 5 Gal 2-2.5' High Artemisia x 'Powis Castle' (2) BBG Veterans' Honor Tea Rose (1) KDL 2 gal. 3-4' High (3) VHR VHR 10 Rosa hybrid tea rose 'JACopper' EVERGREEN SHRUBS (3) MSZ Chieftain Mock Bearberry Manzanita 1-2' High CBM 12 Arctostaphylos x coloradensis 'Chieftain' 5 Gal Desert Mahonia DMH 3 5 Gal 5-7' High MONTROSE VETERANS MEMORIAL Mahonia fremontii Hillside Creeper Scotch Pine 2 gal. 1.5-2.5' High (3) AZC HCP 7 Pinus sylvestris 'Hillside Creeper' GRASSES MONTROSE VETERANS MEMORIAL Blonde Ambition Blue Grama 2-3' High BBG 15 Bouteloua gracilis 'Blonde Ambition' 1 Gal (1) WKH PERENNIALS LANDSCAPE Colorado Four O'Clock DFO 2 1 Gal .5-1' High (2) FNB Mirabilis multiflora PLANTING PLAN - MATCHLINE A Fireworks Wrinkleleaf Goldenrod FWG 10 1 Gal 1-2' High Solidago rugosa 'Fireworks' NORTH Little Moonshine Common Yarrow MYW 6 1 Gal .5-1' High PROJECT #: 0112-001 Achillea millefolium 'ACBZ0002' DATE ISSUED: 4-18-2025 Phenomenal® Lavendin PLV 9 1 Gal 1-2' High DRAWN BY: MH LANDSCAPE NOTES Lavandula x intermedia 'Niko' CHECKED BY: MR 1. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. REFERENCE NOTES SCHEDULE Apache Sunset Threadleaf Hyssop ORIGINAL SHEET SIZE: 22X34 SUN 3 1 Gal 1-3' High 2. ALL LANDSCAPING AND IRRIGATION TO CONFORM TO CURRENT CITY OR COUNTY CODE. SYMBOL CODE DESCRIPTION QTY Agastache rupestris 'Apache Sunset' 3.CONTRACTOR IS RESPONSIBLE FOR ACQUIRING POSSESSION OF FINAL PLANS BY GREEN BOX STUDIO. Walker's Low Catmint 4.EQUAL PART MIXTURE OF ROUND-UP AND 2-4-D DILUTED AS PER MANUFACTURER'S RECOMMENDATIONS SHALL BE APPLIED TO Granite Landscape Boulder (2x3x2) 27 WLC 3 1 Gal 1.5-2' High ALL ACTELY GROWING WEEDS TWO WEEKS PRIOR TO ANY OPERATIONS 1 Nepeta x 'Walker's Low' 5.PLACE WEED FABRIC AND 3 INCH DEPTH OF ROCK/ MULCH OVER ALL LANDSCAPE AREAS. REMOVE UNSATISFACTORY MATERIAL INCLUDING ROAD BASE, ASPHALT, CONCRETE AND TRASH) AND REMOVE FROM SITE. ALL LANDSCAPE AREAS TO RECEIVE 6 2 Granite Landscape Boulder (3x4x2) 36 YDS/ 1000 S.F. SOIL AMENDMENT. SCARIFY ALL AREAS TO RECEIVE SOIL AMENDMENT TO A DEPTH OF 6". Annual seeding of Flanders poppies; seeds available from Sara Ungrodt, 6.SOIL AMENDMENT IS TO CONSIST OF 50% GROUND WELL-AGED MANURE, 50% FINELY GROUND AND AGED WOOD CHIPS. 1-1/2" Tan Granite Rock Mulch. 3" depth. Rockshall be free of trash, 5,362 sf Montrose Botanical Society. Do not cover with Landscape Rock 7/21/2025 10:36 AM 3 ] AMENDMENT IS TO BE INCORPORATED INTO ALL LANDSCAPE AREAS WITH FERTILIZER. sticks, roots or other debris. Rock to cover berms to toe of slope 7. SOIL IS TO BE COMPACTED TO 85% MODIFIED PROCTOR (WHEEL ROLL) TO MINIMIZE SETTLING. BEDS SHALL SLOPE TOWARD Daffodils, 4/S.F.; Narcissus X 'King Alfred', No.1 Bulbs ADJACENT EDGE OF CURB OR FOLLOWING DRAINAGE PATTERNS PER THE GRADING PLAN. MAXIMUM SHRUB BED GRADES TO L-1 NORTH 1/2" Angular Granite. 3" depth. Rock shall be free of trash, sticks, roots 19,134 sf [ 4 BE 3:1. SLOPE FROM 2" BELOW ADJACENT CONCRETE (ALLOWING FOR MULCH DEPTH AT EDGE) TO FINISH GRADE. SHRUB BEDS or other debris ADJACENT TO ANY BUILDINGS ARE TO DRAIN AWAY FROM BUILDING. 8. WEED FABRIC IS TO BE 3.5 OZ SPINBOND, PERMEABLE MATERIAL BY LANDMASTER, OR EQUAL. WEED FABRIC IS TO OVERLAP 6 NOTES INCHES AT SEAMS WITH NO GAPS AT EDGES FABRIC IS TO BE PINNED IN PLACE WITH SOD STAPLE 5' ON CENTER AND IN ALL 1. Plant growth characteristics vary due to environmental conditions, therefore a range of average mature sizes are indicated. CORNERS. 2.Quanitities shown are inclusive of all landscape planting sheets. 9.REQUESTS FOR PLANT SUBSTITUTIONS MUST BE MADE TO THE LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND PLANTING OPERATIONS. SHRUBS AND TREES ARE TO SPACED AS SCALED FROM THE PLANTING PLAN. CONTRACTOR IS TO LEAVE PLANT DESCRIPTION TAGS ON PLANTS FOLLOWING INSTALLATION UNTIL INSPECTION BY LANDSCAPE ARCHITECT HAS BEEN COMPLETED. 10. PLACE 3" DEPTH OF MULCH / ROCK OVER WEED FABRIC. MULCH/ROCK SHALL BE FREE OF TRASH, STICKS, ROOTS OR OTHER REVISIONS DEBRIS. 0 10 20 30 feet 11. INSTALL 3" DEPTH OF WESTERN RED CEDAR BARK AROUND THE BASE OF EACH PLANT INSTALLED. MULCH IS TO BE KEPT DATE CLEAR OF CROWN OF INSTALLED TREES, SHRUBS OR PERENNIALS TO AVOID HOLDING MOISTURE AGAINST BASE OF THE PLANT. 12. CONTRACTOR IS TO GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ACCEPTANCE. NORTH SCALE: 1" = 10' L-1 S:\PROJECTS\GBS 0112 Motley Architecture\Design\DWG\0112-001Lscape & irrig.dwg Page 20 of 62 PLANT SCHEDULE MATCHLINE A SYMBOL CODE QTY COMMON / BOTANICAL NAME CAL REMARKS MATCHLINE A DECIDUOUS TREES (1) GSP (1) WKH Burr Oak LANDSCAPE ARCHITECTURE (1) WKH 50-60' High BOK 2 Quercus macrocarpa 2" 215 PITKIN AVENUE, SUITE 101 GRAND JUNCTION, CO 81501 (1) CBM (970) 730-2398 (1) DMH www.grnboxstudio.com Jeronimus Plains Cottonwood JPC 6 2" 30-60- High (1) HHR Populus deltoides monilifera 'Jeronimus' (1) SPC (1) BOK Musashino Japanese Zelkova (5) FNB MSZ 3 1-1/2" 40-50' High Zelkova serrata 'Musashino' Radiant Crabapple RAC 1 1-1/2" 15-20' High (3) MGJ Malus x 'Radiant' (1) CBM (2) KDL Sucker Punch® Red Chokecherry (2) HHR 15-20' High SPC 2 Prunus x virginiana 'P002S' 1-1/2" Spring Snow Crabapple 15-20' High SSC 2 Malus x 'Spring Snow' 1-1/2" (1) SPC Winter King Hawthorn 18-23' High WKH 3 Crataegus viridis 'Winter King' 1-1/2" EVERGREEN TREES Arizona Cypress 20-30' High AZC 6 Cupressus arizonica 'Crystal Frost" 6' Moonglow Juniper 10-15' High MGJ 3 Juniperus scopulorum 'Moonglow' 6' 3 Ponderosa Pine 40-60' High POP 5 Pinus ponderosa 6' 4 SYMBOL CODE QTY COMMON / BOTANICAL NAME SIZE REMARKS DECIDUOUS SHRUBS Dwarf Blue Rabbitbrush 9 3-5' High DBR Chrysothamnus nauseosus nauseosus 5 Gal Fernbush (3) JPC FNB 7 5 Gal 4-6' High (3) JPC Chamaebatiaria millefolium Gold Star Bush Cinquefoil GSP 10 5 Gal 2-3' High Potentilla fruticosa 'Gold Star' Hope for Humanity Shrub Rose HHR 6 2 gal. 3-4' High Rosa x 'Hope for Humanity' Dwarf Korean Lilac (1) PBC (5) BBG KDL 12 5 Gal 4-5' High COALITION Syringa meyeri 'Palibin' (3) GSP (1) RAC Pawnee Buttes® Sand Cherry (1) HCP 1-1.5 High PBC 7 Prunus besseyi 'P011S' 5 Gal (1) DMH Powis Castle Artemisia PCS 1 5 Gal 2-2.5' High Artemisia x 'Powis Castle' 2 Veterans' Honor Tea Rose 2 gal. 3-4' High (1) PBC VHR 10 Rosa hybrid tea rose 'JACopper' 4 EVERGREEN SHRUBS Chieftain Mock Bearberry Manzanita 3 1-2' High CBM 12 Arctostaphylos x coloradensis 'Chieftain' 5 Gal 1 (9) KDL Desert Mahonia DMH 3 5 Gal 5-7' High MONTROSE VETERANS MEMORIAL Mahonia fremontii Hillside Creeper Scotch Pine 2 gal. 1.5-2.5' High HCP 7 Pinus sylvestris 'Hillside Creeper' GRASSES MONTROSE VETERANS MEMORIAL Blonde Ambition Blue Grama 2-3' High BBG 15 Bouteloua gracilis 'Blonde Ambition' 1 Gal PERENNIALS LANDSCAPE Colorado Four O'Clock DFO 2 1 Gal .5-1' High Mirabilis multiflora PLANTING PLAN - Fireworks Wrinkleleaf Goldenrod FWG 10 1 Gal 1-2' High Solidago rugosa 'Fireworks' SOUTH Little Moonshine Common Yarrow MYW 6 1 Gal .5-1' High PROJECT #: 0112-001 Achillea millefolium 'ACBZ0002' DATE ISSUED: 4-18-2025 Phenomenal® Lavendin PLV 9 1 Gal 1-2' High DRAWN BY: MH LANDSCAPE NOTES REFERENCE NOTES SCHEDULE Lavandula x intermedia 'Niko' 1. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CHECKED BY: MR SYMBOL CODE DESCRIPTION QTY Apache Sunset Threadleaf Hyssop 2. ALL LANDSCAPING AND IRRIGATION TO CONFORM TO CURRENT CITY OR COUNTY CODE. SUN 3 1 Gal 1-3' High ORIGINAL SHEET SIZE: 22X34 3.CONTRACTOR IS RESPONSIBLE FOR ACQUIRING POSSESSION OF FINAL PLANS BY GREEN BOX STUDIO. Agastache rupestris 'Apache Sunset' 4.EQUAL PART MIXTURE OF ROUND-UP AND 2-4-D DILUTED AS PER MANUFACTURER'S RECOMMENDATIONS SHALL BE APPLIED TO 1 Granite Landscape Boulder (2x3x2) 27 Walker's Low Catmint 3 1.5-2' High ALL ACTELY GROWING WEEDS TWO WEEKS PRIOR TO ANY OPERATIONS WLC Nepeta x 'Walker's Low' 1 Gal 5.PLACE WEED FABRIC AND 3 INCH DEPTH OF ROCK/ MULCH OVER ALL LANDSCAPE AREAS. REMOVE UNSATISFACTORY MATERIAL 2 Granite Landscape Boulder (3x4x2) 36 INCLUDING ROAD BASE, ASPHALT, CONCRETE AND TRASH) AND REMOVE FROM SITE. ALL LANDSCAPE AREAS TO RECEIVE 6 YDS/ 1000 S.F. SOIL AMENDMENT. SCARIFY ALL AREAS TO RECEIVE SOIL AMENDMENT TO A DEPTH OF 6". 3 1-1/2" Tan Granite Rock Mulch. 3" depth. Rockshall be free of trash, 5,362 sf Annual seeding of Flanders poppies; seeds available from Sara Ungrodt, 6.SOIL AMENDMENT IS TO CONSIST OF 50% GROUND WELL-AGED MANURE, 50% FINELY GROUND AND AGED WOOD CHIPS. sticks, roots or other debris. Rock to cover berms to toe of slope Montrose Botanical Society. Do not cover with Landscape Rock 7/21/2025 10:37 AM AMENDMENT IS TO BE INCORPORATED INTO ALL LANDSCAPE AREAS WITH FERTILIZER. ] 7. SOIL IS TO BE COMPACTED TO 85% MODIFIED PROCTOR (WHEEL ROLL) TO MINIMIZE SETTLING. BEDS SHALL SLOPE TOWARD 1/2" Angular Granite. 3" depth. Rock shall be free of trash, sticks, roots 19,134 sf 4 Daffodils, 4/S.F.; Narcissus X 'King Alfred', No.1 Bulbs ADJACENT EDGE OF CURB OR FOLLOWING DRAINAGE PATTERNS PER THE GRADING PLAN. MAXIMUM SHRUB BED GRADES TO or other debris L-2 SOUTH BE 3:1. SLOPE FROM 2" BELOW ADJACENT CONCRETE (ALLOWING FOR MULCH DEPTH AT EDGE) TO FINISH GRADE. SHRUB BEDS [ ADJACENT TO ANY BUILDINGS ARE TO DRAIN AWAY FROM BUILDING. 8. WEED FABRIC IS TO BE 3.5 OZ SPINBOND, PERMEABLE MATERIAL BY LANDMASTER, OR EQUAL. WEED FABRIC IS TO OVERLAP 6 INCHES AT SEAMS WITH NO GAPS AT EDGES FABRIC IS TO BE PINNED IN PLACE WITH SOD STAPLE 5' ON CENTER AND IN ALL NOTES CORNERS. 1. Plant growth characteristics vary due to environmental conditions, therefore a range of average mature sizes are indicated. 9.REQUESTS FOR PLANT SUBSTITUTIONS MUST BE MADE TO THE LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND PLANTING 2.Quanitities shown are inclusive of all landscape planting sheets. OPERATIONS. SHRUBS AND TREES ARE TO SPACED AS SCALED FROM THE PLANTING PLAN. CONTRACTOR IS TO LEAVE PLANT TAGS ON PLANTS FOLLOWING INSTALLATION UNTIL INSPECTION BY LANDSCAPE ARCHITECT HAS BEEN COMPLETED. DESCRIPTION 10. PLACE 3" DEPTH OF MULCH / ROCK OVER WEED FABRIC. MULCH/ROCK SHALL BE FREE OF TRASH, STICKS, ROOTS OR OTHER DEBRIS. REVISIONS 11. INSTALL 3" DEPTH OF WESTERN RED CEDAR BARK AROUND THE BASE OF EACH PLANT INSTALLED. MULCH IS TO BE KEPT CLEAR OF CROWN OF INSTALLED TREES, SHRUBS OR PERENNIALS TO AVOID HOLDING MOISTURE AGAINST BASE OF THE 0 10 20 30 feet DATE PLANT. 12. CONTRACTOR IS TO GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ACCEPTANCE. NORTH SCALE: 1" = 10' L-2 S:\PROJECTS\GBS 0112 Motley Architecture\Design\DWG\0112-001Lscape & irrig.dwg Page 21 of 62 EXISTING TREES 25 22 21 20 915 S. Tenth St. Montrose, CO 81401 p: (970) 249-1980 www.motleyarc.com 24 18 19 23 10 10 18 FUTURE DISPLAY AREA STAMP 15 © Motley Architecture & Design 13 13 15 15 1 4 4 23 12 A2.3 EXISTING 3 PARKING 2 A2.1 4 11 10 10 3 4 26 3 2 6 1 7 EVENT AREA A2.3 27 30 29 EVENT 2 5 AREA A2.2 16 APPROX. 50' 9 17 14 7' - 0" 6 8 3 4 3 2 10 4 A1.1 10 SIM. 28 2 3 11 4 12 A1.1 NEW PARKING 15 EXPANSION 15 15 13 FUTURE DISPLAY AREA 10 10 MontroseVeterans Memorial Montrose, Colorado81401 18 REVISIONS 1' - 4 1/2" 4"X10" CONCRETE CURB Site Plan Site Plan Notes MEMORIAL BRICK PAVERS 1 1" = 10'-0" 1 ACCESSIBLE PARKING SPACES CONCRETE WALKWAY 2 ENTRANCE ARCH 3 GRANITE BENCH - PURCHASED BY MVMC INSTALLED BY GC SAND 4 FOREIGN WAR MONUMENT- PURCHASED BY MVMC INSTALLED BY GC SETTING BED 5 ENTRANCE MONUMENT 1" 6 ENGRAVED "PATRIOT BRICK" DONOR PAVERS Site Plan Legend 7 EAGLE PILLAR - 8' TO 9' HIGH SITE CAST COLORED CONCRETE COLUMN, EAGLE SCULPTURE SUPPLIED BY MVMC AND INSTALLED BY GC 4" THICK CONCRETE SLAB 8 MEMORIAL PAVERS, 16" WIDE STRIPS, APPROX 888 ENGRAVED PAVERS AT THE PERIMETER 9 MONUMENT DESCRIPTION MARKER 4" 10 COLORED CONCRETE BENCH 10'-0" TYP. DEPTH 2'-0" 11 ROCK MULCH - TYPE 1 COMPACTED 12 ROCK MULCH - TYPE 2 GRAVEL 13 ROCK MULCH - TYPE 3 14 30' U.S. FLAG POLE IN CENTER OF PLAZA PLANTING PROJECT NO: 2407 15 IN-GROUND FLAG BASES FOR SERVICE FLAGS ON EVENT DAYS 6" 16 USS MONTROSE BELL - 3' HIGH SITE CAST COLORED CONCRETE COLUMN, BELL SUPPLIED BY CITY OF MONTROSE AND INSTALLED BY GC PHASE: CD 17 STATIC HELICOPTER DISPLAY ON PYRAMID STYLE PEDESTAL- HELICOPTER BY MVMC, PEDESTAL BASE AND FOUNDATION BY GC ISSUE: B 18 NEW SPLIT RAIL FENCING- 4' HIGH ISSUE DATE: 4/2/25 19 PROVIDE GATE OR REMOVEABLE SECTION OF FENCE FOR SITE ACCESS 20 IMPROVE ACCESS TO SITE AS REQUIRED. ADD CULVERT, IMPROVE DRIVEWAY, ADD GATE, CURBCUT AT STREET 21 EXISTING FENCE SUBGRADE LANDSCAPE BOULDER 22 EXISTING IRRIGATION DITCH 23 PIPE EXISTING DITCH 3' APPROX BOULDER SIZE (FT) Site Plan 24 FROST FREE HOSE BIBB - RE: CIVIL FOR LOCATION 25 PROPOSED TRANSFORMER LOCATION - RE: CIVIL FOR LOCATION 26 CONCRETE, BROOM FINISH 27 COLORED CONCRETE, BROOM FINISH 28 SAW CUT CONTROL JOINT. FINAL PATTERN LAYOU COORDINATED WITH CONCRETE SUBCONTRACTOR SHEET NAME 29 18" HIGH BOULDER Brick Paving 30 NEW PARKNING LOT LIGHT, PLACE INLINE WITH EXISTING PARKING LOT LIGHTS TO THE NORTH. SUPPLY POWER FROM NEW PROJECT TRANSFORMER. MATCH PEDESTAL AND LIGHT FIXTURE 2 3" = 1'-0" A1.1 SHEET NUMBER 8/12/20258:00:08 AM Page 22 of 62 6 5 8x8x16 CMU A2.1 A2.1 3' - 0" FILL VOID WITH GRAVEL OR STRUCTURAL FILL MATERIAL CUT OR ETCH "HONOR, COURAGE, COMMITMENT" BATTERED STONE VENEER, INTO STEEL ARCH. POWDER ATTACH TO CMU WITH COAT FINISH. 1' - 4" 8' - 8" MASONRY TIES. W12 X26 BEAM ABOVE 3" SANDSTONE OR SITE CURVED BEAM CAST CONCRETE TOP 9' - 8" - 9' ALUMINUM FACED BOX SIGN BY SIGN MANUFACTURER 3/8" X 6" A36 SQUARE 4" WITH VINYL LETTERING. TUBE STEEL POST. POWDER BRUSHED ALUMINUM FINISH. 2" - 1' 3/8" X 6" A36 SQUARE COAT FINISH. 7' - 0" TUBE STEEL POST. POWDER 5 COAT FINISH. A2.1 4" - 1' 1' - 4" - 1' 0" - 3' 6 A2.1 6" 3" SANDSTONE OR SITE 2' - 0" 4" CAST CONCRETE CAP W12 X26 BEAM ABOVE MONTROSE 0" - 4' 10' - 0" - 10' VETERANS BATTERED STONE VENEER - --- 4' - 6" - 4' MEMORIAL 4' - 0" - 4' 5' - 0" - 5' 3" 3 Detail-Sign Plan 3 3/4" = 1'-0" A2.1 1' - 0" - 1' CMU PILASTER, STEP AS ALUMINUM FACED BOX SIGN REQUIRED FOR BATTERED 5 6 BY SIGN MANUFACTURER WITH STONE VENEER. VINYL LETTERING Entry Elevation BOULDER "BOLLARD" A2.1 A2.1 1 3/8" = 1'-0" BATTERED STONE VENEER, SANDSTONE OR CAST IN ATTACH TO CMU WITH PLACE CONCRETE CAP MASONRY TIES. 2' - 0". 12" DEEP STEEL BEAM. POWDER COAT FINISH. 1' - 4" - 1' Entrance Plan 2 1/4" = 1'-0" 3/8" X 6" A36 SQUARE TUBE STEEL POST. POWDER COAT SEALANT FINISH. Detail-Sign Plan High 4 3/4" = 1'-0" SANDSTONE OR CAST IN PLACE CONCRETE CAP NON -SHRINK GROUT 2' - 2" 3" STEEL CONNECTION POST CONNECTION PLATE [RE: STRUCTURAL] 8" CMU 6" DEEP BOX SIGN BY SIGN 4' - 6" - 4' MANUFACTURER 3" -4" STONE VENEER. 5' - 3" - 5' SANDSTONE OR CAST IN PLACE CONCRETE CAP 5' - 4" - 5' 2' - 10" FILL VOID WITH GRAVEL OR STRUCTURAL FILL MATERIAL FULLY GROUT ALL CELLS 3" 8" CMU 3 3 A2.1 A2.1 1' - 4" 1' - 0" - 1' BATTERED STONE VENEER. REVISIONS 4" 4" PROJECT NO: 2407 PHASE: 2' - 0" CD GROUT CELL AS REQUIRED ISSUE: B 8" 8" ISSUE DATE: 4/2/25 915 S. 10th St. Montrose, CO 81401 p: (970) 249-1980 Site Details FOUNDATION [RE: FOUNDATION [RE: motleyarc.com STRUCTURAL] STRUCTURAL] SHEET NAME Montrose Veterans Detail Detail-Sign Section 5 6 Memorial 1" = 1'-0" 1" = 1'-0" A2.1 Montrose, Colorado 81401 SHEET NUMBER 8/12/20258:00:09 AM Page 23 of 62 1 A2.2 CONCRETE BASE, RE: STRUCTURAL 915 S. Tenth St. Montrose, CO 81401 p: (970) 249-1980 BATTERED STONE VENEER, ATTACH TO CMU WITH www.motleyarc.com MASONRY TIES. 6" 3' - 4" - 3' 4 A2.2 3' - 4" 1/2" THICK STAMP POWDER COATED A36 STEEL PLATE © Motley Architecture & Design EAGLE SCULPTURE BY CLIENT Detail-Display Base 6" - 8' 3" DIA. STEEL POST. POWDER 2 3/4" = 1'-0" 1 COAT FINISH. 3/4" 3/8" X 6" SQ X 12" LONG, A36 SQUARE TUBE STEEL . POWDER COAT FINISH. " 1/2" 6" EQ ' - 4 1 4 " 5 1' - 4" 6 .0 0 STONE OR SITE CAST CONCRETE ° Detail " 1/2" POWDER COATED A36 STEEL PLATE 5 3/4" = 1'-0" ' - 4 1 EQ 1 9' - 0 1/2" 0 - 9' A2.2 Detail 3 3/4" = 1'-0" 1/4" TO 1/2" STEEL PLATE. RUSTY FINISH. MontroseVeterans Memorial Montrose, Colorado81401 PLATES ON 1/2" STANDOFFS REVISIONS 0" 1 GC TO COORDINATE " "FREEDOM" ATTACHMENT 6 " SANDSTONE OR CAST IN 6 PLACE CONCRETE CAP. 6X6X3/8" A36 STEEL TUBE. POWDER COAT PROVIDE POSITIVE DRAINAGE AWAY FROM 3 CENTER 3" DIA. A36 STEEL TUBE. POWDER COAT. " A2.2 6 1/2" A36 STEEL PLATE. POWDER COAT. 0" 1 BATTERED STONE VENEER. EXPANSION JOINT 1' - 3" - 1' CONCRETE SIDEWALK 4' - 3" PROJECT NO: 2407 PHASE: CD ISSUE: B ISSUE DATE: 4/2/25 Detail 4 1 1/2" = 1'-0" Freedom 3' - 4" Monument FOUNDATION [RE: STRUCTURAL] SHEET NAME Detail-Display Base 1 1 1/2" = 1'-0" A2.2 SHEET NUMBER 8/12/20258:00:11 AM Page 24 of 62 915 S. Tenth St. Montrose, CO 81401 1/2" RADIUS, ALL EDGES #4 REBAR(12" O.C) (CONT.) (2" CLEAR TYP.) p: (970) 249-1980 1' - 4" www.motleyarc.com CONCRETE CLASS A +/ FINISH GRADE CONCRETE SIDEWALK 21" 1" THICK A36 STEEL PLAN) PLATE. POWDER COAT. (SEE GRADING (SEEGRADING " 2 /4 3 6 1' - GC TO COORDINATE BELL R CONNECTION R 1' - 9 1/2 " NOTE: STAMP 1. SEAT TO BE COLORED BELL BY CITY OF MONTROSE © Motley Architecture & Design CONCRETE 1" THICK A36 STEEL PLATE. POWDER COAT. 1" 1' - 5 3/8" 1' - 4" 3" DIA. A36 TUBE STEEL POST. POWDER COAT. #4 REBAR, 12" O.C (2" CLEAR, 6X6X8 A36 STEEL TUBE. TYP.) POWDER COAT. Detail-Bell Hangar EXPANSION JOINT 2 3/4" = 1'-0" AT SIDEWALK 95% COMPACTED SUBGRADE Sim 4 A2.2 Seatwall 4 1" = 1'-0" 8" 1/2" A36 STEEL PLATE. 6" POWDER COAT. 1/2" A36 STEEL PLATE. POWDER COAT. SEE DETAIL 3 THIS SHEET. 2" PLATES ON 1/2" STANDOFFS 1' - 0" DIAMETER 3' - 6" - 3' 3' - 6 1/2" 6 - 3' SANDSTONE OR CAST IN PLACE CONCRETE CAP. PROVIDE POSITIVE DRAINAGE AWAY FROM 1' - 4" Sim CENTER 3 A2.2 CONCRETE Detail 3 3/4" = 1'-0" 3" MontroseVeterans Memorial Montrose, Colorado81401 BATTERED STONE VENEER. 2' - 0" - 2' REVISIONS 1' - 0" - 1' EXPANSION JOINT PVC SLEEVE, DIAMETER TBD. GC TO COORDINATE COMPACTED GRAVEL FILL. 3' - 4" FOUNDATION [RE: STRUCTURAL] 4' - 3" 6" Detail-Display Base 1 1 1/2" = 1'-0" PROJECT NO: 2407 PHASE: CD ISSUE: B ISSUE DATE: 4/2/25 Flagpole Base 5 3" = 1'-0" Site Details SHEET NAME A2.3 SHEET NUMBER 8/12/20258:00:12 AM Page 25 of 62 DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER RESPONSIBLE DIVISION: SUBSTITUTIONS: WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS FIRE ALARM EQUIPMENT LEGEND LIGHTING LEGEND ELECTRICAL EQUIPMENT LEGEND EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON UNLESS OTHERWISE INDICATED ALL HEATING, VENTILATING, AIR CONDITIONING, PLUMBING, A. SUBSTITUTIONS: SUBSTITUTION OF SPECIFIED EQUIPMENT WILL BE ALLOWED ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BRANCH CIRCUIT PANELBOARD NOTES: AND OTHER MECHANICAL EQUIPMENT, MOTORS, AND CONTROLS SHALL BE FURNISHED, SET THROUGH A PRIOR APPROVAL PROCESS INITIATED BY THE CONTRACTOR. BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. FACP FIRE ALARM CONTROL PANEL TELEPHONE TERMINAL BOARD IN PLACE AND WIRED AS FOLLOWS: CONTRACTOR SHALL SUBMIT INTENDED SUBSTITUTION AT LEAST FIVE DAYS SYMBOLS SHOWN ARE STANDARD. VARIATION AND/OR COMBINATIONS MAY BE USED ON PRIOR TO BID FOR APPROVAL FROM ENGINEER. SUBMITTAL SHALL INCLUDE F FIRE ALARM PULL STATION THE PLANS. THIS LIST SHOWS STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE ELECTRIC MOTOR ITEM FURNISHED SET POWER CONTROL CAPACITIES, DIMENSIONS AND OPERATING INSTRUCTIONS FOR EACH PIECE OF PROJECT DRAWINGS; HOWEVER, WHEREVER THE SYMBOL ON THE PROJECT DRAWINGS WIRED WIRED EQUIPMENT. SUBSTITUTION SHALL OCCUR AT NO COST TO THE OWNER. FIRE ALARM HORN OCCUR, THE ITEM SHALL BE PROVIDED AND INSTALLED. F FUSED SAFETY SWITCH / DISCONNECT COMBINATION CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF APPROVED SUBSTITUTION EQUIPMENT 23 23 26 -- AND SHALL INCUR ALL COSTS ASSOCIATED WITH THE SUBSTITUTION INCLUDING VARIATION AND/OR COMBINATION MAY BE USED ON THE PLANS. MOTOR STARTER FIRE ALARM STROBE STRUCTURAL MODIFICATIONS, SPACE LAYOUT AND REDESIGN COSTS. SEE ALSO COMBINATION MAGNETIC DIVISION I GENERAL REQUIREMENTS. A NUMBER NEXT TO A RECEPTACLE OR DEVICE INDICATES A CIRCUIT NUMBER. CONTACTOR FIRE ALARM HORN/STROBE MOTOR STARTERS, MAGNETIC LA-7 CIRCUITRY HOMERUN: PANEL LA - CIR. #7 MOTOR STARTERS, VFD'S AND EXAMINATION OF SITE, DRAWINGS, SPECIFICATIONS: AN UPPER CASE LETTER NEXT TO A SWITCH INDICATES THE FUNCTION OF THE SWITCH. A CONTACTORS 23(1) 26 26(2) 23 CEILING MOUNTED SPEAKER LOWER CASE LETTER INDICATES THE SWITCH CIRCUIT. CONDUIT OR WIRE CONCEALED IN WALL/CLG. (SOLID LINE TYPE) A. EXAMINE CAREFULLY THE SITE AND CONDITIONS OF THE SITE. PROVIDE ALL D DUCT DETECTOR FUSED AND UNFUSED NECESSARY EQUIPMENT AND LABOR TO INSTALL A COMPLETE WORKING SYSTEM AN UPPER CASE LETTER NEXT TO A LIGHT FIXTURE INDICATES THE TYPE OF FIXTURE. CONDUIT OR WIRE UNDERFLOOR/UNDERGND. (CENTER LINE TYPE) DISCONNECT SWITCHES, WITHIN THE SITE CONDITIONS. REFER TO THE LUMINAIRE SCHEDULE FOR FIXTURE SPECIFICATIONS. A LOWER CASE THERMAL OVERLOAD SWITCHES RL REMOTE LAMP LETTER NEXT TO A LIGHT CORRESPONDS TO THE SWITCH DESIGNATION. AND HEATERS, MANUAL MOTOR B. EXAMINE THE DRAWINGS AND SPECIFICATIONS AND 5 DAYS PRIOR TO STARTERS 26 26 26 -- BIDDING REPORT ANY ERRORS, OMISSIONS, INCONSISTENCIES, AND CONFLICTS S SMOKE DETECTOR - PHOTOELECTRIC P TO THE ENGINEER TO BE REMEDIED IN AN ADDENDUM TO THE PROJECT PRIOR TO MANUAL-OPERATING AND BID TIME. H 135° STANDARD HEAT DETECTOR MAIN DISTRIBUTION GEAR 135° MULTI-SPEED SWITCHES 23 26 26 26 SWITCHES C. DRAWINGS ARE DIAGRAMMATIC AND CATALOG NUMBERS GIVEN ARE FOR PIR PIR DETECTOR CIRCUIT BREAKER IN A PANEL BOARD CONTROLS, RELAYS, REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TRANSFORMERS 23 23 26 23 THE CAPACITY OF THE EQUIPMENT MEETS THE DRAWING REQUIREMENTS AND S SINGLE POLE SWITCH DH DOOR HOLD - MAGNETIC HOLD PAD MOUNTED UTILITY TRANSFORMER SHALL NOT DIMENSION FROM THE MECHANICAL, PLUMBING, OR PIPING TWO POLE SWITCH THERMOSTATS (LOW VOLTAGE) DRAWINGS. S2 F AND TIME SWITCHES 23 23 26 23 S FLOW SWITCH S THREE-WAY SWITCH 3 FUSED DISCONNECT D. THE LATEST ADOPTED VERSIONS OF THE INTERNATIONAL BUILDING CODES 100A = AMP RATING T S FOUR-WAY SWITCH THERMOSTATS (LINE VOLTAGE) 23 23 26 26 SHALL BE USED AS REQUIRED. THIS WILL ALSO INCLUDE THE LATEST ADOPTED S TAMPER SWITCH 4 2P = NUMBER OF POLES S DIMMER SWITCH 100 A VERSIONS OF THE MECHANICAL, PLUMBING, AND ENERGY CONSERVATION D 2 POLE TEMPERATURE CONTROL PANELS 23 23 26 23 CODES. ALL METHODS AND MATERIALS REQUIRED BY THESE CODES SHALL BE FUSED DISCONNECT REQUIRED BY THESE SPECIFICATIONS UNLESS INDICATED OTHERWISE. OTHER S3D 3 WAY DIMMER SWITCH - (4D INDICATES A 4WAY DIMMER) MOTOR AND SOLENOID VALVES, APPLICABLE LOCAL CODES AND ORDINANCES SHALL BE AS REQUIRED AND IT S DOOR ACTIVATED SWITCH DR DAMPER MOTORS, PE & EP SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO BE KNOWLEDGEABLE OF COMMUNICATION LEGEND WALL MOUNTED DUAL TECHNOLOGY MANUAL ON / AUTO OFF VACANCY SENSOR M SWITCHES 23 23(2) -- 23(2) S ELECTRICAL METER SHOWN ON ONE-LINE DIAGRAMS THESE REQUIREMENTS. MA SWITCH PUSH-BUTTON STATIONS E. WHERE INSTALLATION PROCEDURES OR ANY PART THEREOF ARE REQUIRED SLV LOW VOLTAGE LIGHT SWITCH CLOCK ONLY AND PILOT LIGHTS 23 23(2) -- 23(2) TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER STO MANUAL MOTOR STARTER ELECTRICAL POWER PANEL WITH MAIN LUG OR MAIN BREAKER OF THE MATERIAL BEING INSTALLED, PRINTED COPIES OF THESE PP1= PANEL NAME HEATING, COOLING, CLOCK / PA SPEAKER WALL MOUNTED S PILOT LIGHT SWITCH RECOMMENDATIONS SHALL BE FURNISHED TO THE ENGINEER PRIOR TO P 225A MLO = MAIN LUG OR BREAKER SIZE VENTILATION AND AIR INSTALLATION. INSTALLATION OF THE ITEM WILL NOT BE ALLOWED TO PROCEED SOS AUTO ON / AUTO OFF LIGHT SWITCH 120/208V = PANEL VOLTAGE CONDITIONING CONTROLS 23 23 26 23 UNTIL THE RECOMMENDATIONS ARE RECEIVED. FAILURE TO FURNISH THESE S ROUND CEILING MOUNTED SPEAKER 3PH, 4 WIRE = PANEL PHASE, DISTRIBUTION TYPE SMO DUAL TECHNOLOGY MOTION / OCCUPANCY SENSOR LIGHT SWITCH RECOMMENDATIONS CAN BE CAUSE FOR REJECTION OF THE MATERIAL. EXHAUST FAN SWITCHES 23 26 26 23(2) SQUARE SPEAKER D S SMA MANUAL ON / AUTO OFF DIMMING LIGHT SWITCH PP1 PP1 S 225A MCB 225A MLO INTERCOM PUSH TO CALL SWITCH K KEY OPERATED LIGHT SWITCH C 120/208V 120/208V SUBSCRIPT FOOTNOTES: 386 Indian Road Grand Junction, CO 81501 S MANUAL ON - TIMED OFF LIGHT SWITCH Phone: (970) 241-8709 3PH, 4W 3PH, 4W Mechanical & Electrical Engineers WAP T 1. MOTOR STARTER TO INCLUDE CONTROL TRANSFORMER, HOA SWITCH, (1) NO AND (1)NC WIRELESS ACCESS POINT ABOVE THE CEILING AUXILIARY CONTACT, AND “ON” AND “OFF” PILOT LIGHTS. OS OS CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH PROJECTOR Bighorn Consulting Engineers, Inc. MA MA CEILING MOUNTED DUAL TECHNOLOGY MANUAL ON / AUTO OFF VACANCY SENSOR 2. IF ITEM IS FOR LINE VOLTAGE, SET IN PLACE AND CONNECT UNDER DIVISION 26. WHERE ABOVE THE CEILING PROJECTOR CONNECTION FACTORY MOUNTED ON EQUIPMENT OR ATTACHED TO PIPING OR DUCTS AND USING LINE DS DS CEILING MOUNTED DAYLIGHT HARVESTING SENSOR ELECTRICAL DEVICE LEGEND VOLTAGE FURNISH AND SET UNDER DIVISION 23, CONNECT UNDER DIVISION 26. HDMI WALL MOUNTED HDMI SSC SCENE CONTROL STATION J PLAIN DATA OUTLET SMS UNIT LIGHTING MANAGEMENT CONTROL STATION, CEILING JUNCTION BOX - SURFACE/FLUSH ABBREVIATIONS: J WALL JUNCTION BOX - SURFACE/FLUSH 80" PLAIN DATA OUTLET WITH MOUNTING HEIGHT 44” MOUNTING HEIGHT ABOVE DIA DIAMETER HP HORSEPOWER PTAC PACKAGED TERMINAL AIR DUPLEX RECEPTACLE FINISHED FLOOR TO CENTER OF DEVICE CONDITIONER COMBINATION DATA/TELEPHONE DIAG DIAGRAM HR HOUR LIGHT FIXTURES A AMPS PV PLUG VALVE FLOOR MOUNTED RECEPTACLE DIFF DIFFERENTIAL HT HEIGHT FLOOR MOUNTED COMBINATION DATA/TELEPHONE A.D. ACCESS DOOR DISCH DISCHARGE HTR HEATER PVC POLYVINYL CHLORIDE 1'x4' LED TROFFER OR DIRECT/INDIRECT TYPE FIXTURE GRID, SPLIT WIRED DUPLEX RECEPTACLE CEILING MOUNTED COMBINATION DATA/TELEPHONE A AAV AIR ADMITTANCE VALVE DIV DIVISION HWR HEATING WATER RETURN QTY QUANTITY FLANGE OR SURFACE MOUNTED CEILING MOUNTED DUPLEX RECEPTACLE ABV ABOVE RA RETURN AIR GRILLE / REGISTER TELEVISION OUTLET DN DOWN HWS HEATING WATER SUPPLY AC AIR CONDITIONING UNIT DS DUCT SILENCER HX HEAT EXCHANGER RCP REFLECTED CEILING PLAN A 2'x4' LED TROFFER OR DIRECT/INDIRECT TYPE FIXTURE GRID, FLANGE OR SURFACE MOUNTED FLOOR MOUNTED FOURPLEX RECEPTACLE AC ABOVE COUNTER DWG DRAWING HZ HERTZ RD ROOF DRAIN AD AREA DRAIN (SEE SYMBOLS) REL RELIEF APPLIANCE RECEPTACLE - 3 WIRE DX DIRECT EXPANSION ID INSIDE DIAMETER 2'x2' LED TROFFER OR DIRECT/INDIRECT TYPE FIXTURE GRID, REQD REQUIRED A A.F.C. ABOVE FINISHED CEILING (E) EXISTING IG ISOLATED GROUND SECURITY SYSTEM LEGEND FLANGE OR SURFACE MOUNTED DUPLEX RECEPTACLE A.F.G. ABOVE FINISHED GRADE EA EXHAUST AIR GRILLE/REGISTER IN INCHES RF RETURN FAN FOURPLEX RECEPTACLE AIC AMPERE INTERRUPTING RH RELATIVE HUMIDITY J OPEN STRIP FIXTURE EAT ENTERING AIR TEMPERATURE INV INVERT CAPACITY SECURITY CAMERA EC ELECTRICAL CONTRACTOR JBOX JUNCTION BOX RHC REHEAT COIL WALL BRACKET LINEAR FIXTURE ABBREVIATIONS PERTAIN TO ALL DUPLEX AND FOURPLEX RECEPTACLES: AFCI ARC FAULT CIRCUIT RLA RATED LOAD AMPS AC ABOVE COUNTER INTERRUPTERS ECC ECCENTRIC K KELVIN A WALL MOUNTED SCONCE LIGHT FIXTURE HC ADA DOOR OPERATOR PUSH BUTTON AC GF ABOVE COUNTER - GROUND FAULT CIRCUIT INTERRUPTER EF EXHAUST FAN KW KILOWATT RM ROOM AC USB ABOVE COUNTER WITH USB PORT A.F.F. ABOVE FINISHED FLOOR RPM REVOLUTIONS PER MINUTE AF ARC FAULT PROTECTED EFF EFFICIENCY KVA KILO VOLT - AMPS DS ELECTRIC DOOR STRIKE A RECESSED DOWNLIGHT CAN FIXTURE AHU AIR HANDLING UNIT AF USB ARC FAULT PROTECTED WITH USB PORT EL ELEVATION L LENGTH SA SUPPLY AIR GRILLE / REGISTER AF GF ARC FAULT WITH GROUND FAULT CIRCUIT INTERRUPTER ALUM ALUMINUM CR CARD READER FOR DOOR OPERATOR SC SHORT CIRCUIT A SURFACE CEILING OR PENDANT MOUNTED FIXTURE D DEDICATED RECEPTACLE AP ACCESS PANEL OR DOOR ELEC ELECTRIC LAT LEAVING AIR TEMPERATURE D USB DEDICATED RECEPTACLE WITH USB PORT ELEV ELEVATOR LV LAVATORY SCA SHORT CIRCUIT AVAILABLE EM RECEPTACLE CIRCUITED TO THE EMERGENCY PANEL WITH ATS AUTOMATIC TRANSFER SWITCH EX2 DOUBLE FACE EXIT SIGN, WALL AND CEILING MOUNTED SCCR SHORT CIRCUIT CURRENT RED COVER PLATE AV AUDIO / VIDEO EM EMERGENCY FUNCTION LB POUND GF GROUND FAULT CIRCUIT INTERRUPTER RATING AVG AVERAGE ENT ENTERING LD LINEAR DIFFUSER EX1 SINGLE FACE EXIT SIGN, WALL AND CEILING MOUNTED GF WP WEATHER PROOF GROUND FAULT CIRCUIT INTERRUPTER SCH SCHEDULE PL PLUG LOAD AWG AMERICAN WIRE GAGE EMT ELECTRIC METALLIC TUBE LF LINEAR FEET 72" GENERAL PURPOSE WITH MOUNTING HEIGHT. SD SMOKE DAMPER EQ EQUAL LIN LINEAR EM WALL MOUNTED EMERGENCY LIGHT BAS BUILDING AUTOMATION SYSTEM SEF SMOKE EXHAUST FAN COVER SHEET D ELECTRIC HAND DRYER EQUIP EQUIPMENT LIQ LIQUID BB BASEBOARD SF SUPPLY FAN EMR EMERGENCY EXTERIOR EGRESS FIXTURE EQUIV EQUIVALENT LM LUMEN T THERMOSTAT BD BACK DRAFT DAMPER SH SENSIBLE HEAT ES END SWITCH LRA LOCKED ROTOR AMPS BFP BACK FLOW PREVENTOR SH SHOWER OPEN/CLOSE/STOP PUSH BUTTON ESP EXTERNAL STATIC PRESSURE LV LOUVER BL BOILER SP STATIC PRESSURE 1 DRAWING KEY NOTES ET EXPANSION TANK LVG LEAVING BLDG BUILDING SPD SURGE PROTECTION DEVICE ROOM BLW BELOW EWC ELECTRIC WATER COOLER LWT LEAVING WATER TEMPERATURE ROOM DESIGNATION SPEC SPECIFICATION 1800 PAVILION DR 100 EWT ENTERING WATER MBH THOUSANDS OF BTU PER HOUR BOB BOTTOM OF BEAM SQ SQUARE TEMPERATURE MC MECHANICAL CONTRACTOR BOD BOTTOM OF DUCT SS STAINLESS STEEL EX EXHAUST MCA MINIMUM CIRCUIT AMPACITY MONTROSE, COLORADO BOP BOTTOM OF PIPE SS SAFETY SHOWER EXPAN EXPANSION MCB MAIN CIRCUIT BREAKER GENERAL ELECTRICAL NOTES: BSMT BASEMENT STD STANDARD ELECTRICAL - EXT EXTERNAL MD MOTORIZED DAMPER 1. ALL ELECTRICAL WORK TO COMPLY WITH LATEST EDITION OF NEC, IECC AND ALL APPLICABLE LUMINAIRES: BTU BRITISH THERMAL UNIT STL STEEL GOVERNING CODES. F DEGREES FAHRENHEIT MDP MAIN DISTRIBUTION PANEL 1. COORDINATE THE LOCATION OF ALL LIGHTING EQUIPMENT INCLUDING BUT NOT LIMITED TO THE C CHILLER SYS SYSTEM 2. FIELD COORDINATION DURING CONSTRUCTION IS IMPERATIVE. CONTRACTORS BIDDING THIS LUMINAIRES, SWITCHES WITH THE ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS FA FREE AREA MED MEDIUM CAFCI COMBINATION ARC FAULT TEMP TEMPERATURE WORK MUST MAKE REASONABLE ALLOWANCES FOR UNFORESEEN CONTINGENCIES. AND ALL OTHER TRADES AS REQUIRED. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS CIRCUIT INTERRUPTERS FC FAN COIL UNIT MFR MANUFACTURER FOR DIMENSIONAL LOCATION OF LIGHT FIXTURES. TR TRANSFER GRILLE / REGISTER 3. ELECTRIC UTILITY TO ADVISE OWNER AND/OR THE ELECTRICAL ENGINEER PRIOR TO SERVICE CAP CAPACITY FC FOOTCANDLE MIN MINIMUM MODIFICATION REQUIRING COST TO THE OWNER. 2. LIGHTING FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE AND SHALL NOT BE FCV FLOW CONTROL VALVE TR TAMPER RESISTANT SUPPORTED FROM THE T-BAR CEILING GRID. CB CIRCUIT BREAKER MISC MISCELLANEOUS FD FIRE DAMPER TT TEMPERATURE TRANSMITTER 3. THE ELECTRICAL CONTRACTOR IS TO CONFIRM THE LIGHT FIXTURES ORDERED WILL BE CBV CIRCUIT BALANCING VALVE MLO MAIN LUG ONLY WIRING: FD FLOOR DRAIN TTB TELECOMMUNICATIONS COMPATIBLE WITH THE CEILING TYPES AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING CCT CORRELATED COLOR MOCP MAXIMUM OVERCURRENT TERMINAL BACKBOARD 1. ALL WIRING IS SHOWN DIAGRAMMATICALLY ON DRAWING, FIELD VERIFY ALL CONDITIONS PRIOR PLANS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING THE FIXTURES. TEMPERATURE FIN FINISHED PROTECTION TO ROUGH-IN. TYP TYPICAL 4. VERIFY LUMINAIRE MOUNTING REQUIREMENTS AND OVERALL HEIGHT OF ALL PENDANT CKT CIRCUIT FLA FULL LOAD AMPS MTD MOUNTED 2. ALL CONDUITS AND CONVEYANCES SHALL BE CONCEALED. IN THE EVENT THAT A NEW DEVICE IS MOUNTED FIXTURES PRIOR TO ORDERING. TX TRANSFORMER MONTROSE VETERANS MEMORIAL BEING INSTALLED IN AN EXISTING DRYWALL PARTITION, PROVIDE A CUT IN TYPE BOX AND FISH CFH CUBIC FEET PER HOUR FLEX FLEXIBLE MUA MAKE-UP AIR UNIT 5. ALL LIGHT FIXTURES NEED TO BE COMPATIBLE WITH THE SWITCHES AND CONTROLS BEING UC UNDERCUT DOOR FLEXIBLE CONDUIT DOWN INSIDE THE WALL FROM ABOVE THE CEILING AND REPAIR THE DRYWALL CFM CUBIC FEET PER MINUTE FLR FLOOR N NEUTRAL PROVIDED. UH UNIT HEATER AROUND THE CONDUIT. TRANSITION TO EMT ONCE ABOVE THE CEILING. CHWR CHILLED WATER RETURN NC NORMALLY CLOSED DATE: ISSUED FOR: 6. THE LIGHTING PACKAGE SHALL BE APPROVED BY BOTH THE ARCHITECT AND ENGINEER AS FOB FLAT ON BOTTOM 3. SIZES OF WIRE AND CABLES ARE BASED UPON COPPER CONDUCTORS, UNLESS OTHERWISE UNO UNLESS NOTED OTHERWISE APPROVED EQUAL BEFORE BID. NO LIGHT FIXTURE SHALL BE ORDERED UNTIL THE LIGHT FIXTURE CHWS CHILLED WATER SUPPLY FOT FLAT ON TOP NEG NEGATIVE 04/02/2025 CONSTRUCTION DOCUMENTS INDICATED. ALL CIRCUITS SHALL CONTAIN (2) #12 AWG WITH (1) #12 GND IN 1/2" CONDUIT SUBMITTAL PACKAGE HAS BEEN APPROVED IN WRITING BY THE ARCHITECT, GENERAL UNOCC UNOCCUPIED UNLESS NOTED OTHERWISE. CI CAST IRON FP FIRE PROTECTION NIC NOT IN CONTRACT CONTRACTOR AND ELECTRICAL ENGINEER. UR URINAL 07/18/2025 UPDATE 4. ALL BRANCH CIRCUITS WITH HOME RUNS OVER 50 FEET, WILL BE SIZED ONE SIZE LARGER. CL CENTER LINE FP FIRE PUMP NL NIGHT / SECURITY LIGHT - DO 7. COORDINATE LUMINAIRE MOUNTING REQUIREMENTS PRIOR TO PLACING ORDER. NOT SWITCH V VOLTS 5. ALL PENETRATIONS IN OR THROUGH FIRE RATED PARTITIONS SHALL BE FIRE STOPPED IN SUCH A CLG CEILING FPM FEET PER MINUTE NO NORMALLY OPEN VA VOLT AMPERE WAY THAT THE PENETRATION MATCHES THE FIRE RATING OF THE WALL. CMU CONCRETE MASONRY UNIT FPS FEET PER SECOND NOM NOMINAL VA VALVE 6. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN THE CO CLEAN OUT FS FLOW SWITCH APPROPRIATE DISCIPLINES AND CONTRACTORS. NTS NOT TO SCALE VAV VARIABLE AIR VOLUME UNIT COL COLUMN FSD FIRE/SMOKE DAMPER 7. COORDINATE ALL DEVICE, FIXTURE AND HARDWARE COLOR SELECTIONS WITH THE ARCHITECT VFD VARIABLE FREQUENCY DRIVE COMP COMPRESSOR FT FEET OA OUTSIDE AIR PRIOR TO MAKING SHOP DRAWING SUBMITTALS. VRF VARIABLE REFRIGERANT FLOW CONC CONCRETE FXC FLEXIBLE CONNECTION OBD OPPOSED BLADE DAMPER 8. COORDINATE THE MOUNTING HEIGHTS OF ALL RECEPTACLES MOUNTED ABOVE COUNTERS, VOLT VOLTAGE CASEWORK AND APPLIANCE RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. COND CONDENSATE GND GROUND OC ON CENTER OCC OCCUPIED VTR VENT THROUGH ROOF 9. BRANCH CIRCUIT AND SPECIAL SYSTEMS WIRING FOR DEVICES ON WALLS IN FINISHED AREAS CONN CONNECTION GA GAUGE W WIDTH WHICH CANNOT BE CONCEALED SHALL BE INSTALLED IN SURFACE MOUNTED RACEWAY. CONT CONTINUATION GAL GALLON OCP OVER CURRENT PROTECTION W WATTS 10. ALL EXPOSED CONDUITS, BOXES, ETC. IN ROOMS TO BE PAINTED SHALL BE PAINTED TO MATCH CONTR CONTRACTOR GALV GALVANIZED OD OUTSIDE DIAMETER THE SURROUNDING SURFACE. EXPOSED CONDUITS, BOXES, ETC. IN ROOMS WHICH ARE NOT W/ WITH CRI COLOR RENDERING INDEX GEC GROUND ELECTRODE OL OVERLOAD PAINTED MAY BE LEFT UN-PAINTED. EXPOSED CONDUIT, BOXES, ETC. ON THE EXTERIOR OF W/O WITHOUT BUILDINGS SHALL BE PAINTED TO MATCH THE SURROUNDING SURFACE AS CLOSELY AS POSSIBLE. CT COOLING TOWER CONDUCTOR ORD OVERFLOW ROOF DRAIN WB WET BULB 11. THE CONTRACTOR IS RESPONSIBLE FOR PATCHING, PAINTING, REPAIRING OR REPLACEMENT OF CT CURRENT TRANSFORMER GFCI / GFI GROUND FAULT CIRCUIT OZ OUNCE ALL WALLS, CEILING OR OTHER BUILDING ELEMENTS WHICH ARE DISTURBED AS PART OF THE INTERRUPTER WC WATER COLUMN CU CONDENSING UNIT PBD PARALLEL BLADE DAMPER DEMOLITION AND/OR INSTALLATION OF ELECTRICAL WORK. GC GENERAL CONTRACTOR WC WATER CLOSET CU COPPER PD PRESSURE DROP 12. PROVIDE ELECTRICAL CONNECTION TO ALL FIRE, SMOKE, AND FIRE / SMOKE DAMPERS INCLUDING GPH GALLONS PER HOUR WG WATER GAUGE CUH CABINET UNIT HEATER PH PHASE POWER AND FIRE ALARM. VERIFY EXACT SIZE AND FINAL LOCATION OF ALL DAMPERS WITH THE GPM GALLONS PER MINUTE WP WEATHERPROOF MECHANICAL CONTRACTOR. ALL ROOFTOP UNITS RATED AT MORE THAN 2000 CFM WILL BE CVB CONSTANT VOLUME BOX POS POSITIVE PRESSURE OUTFITTED WITH A DUCT DETECTOR IN THE RETURN DUCT. ALL ROOFTOP UNITS RATED AT MORE GRS/LB GRAINS PER POUND WPIU WEATHERPROOF IN-USE CWR CONDENSER WATER RETURN POS POINT OF SALES THAN 15000 CFM WILL BE OUTFITTED WITH A DUCT DETECTOR IN BOTH THE SUPPLY AND RETURN H 2O WATER WSR WITHSTAND RATING DUCT AT ROOFTOP LEVEL AND IN THE RETURN DUCT AT EVERY LEVEL THAT IS SERVED. ELECTRICAL CWS CONDENSER WATER SUPPLY PRV PRESSURE REDUCING VALVE HB HOSE BIBB XFMR TRANSFORMER CONTRACTOR WILL PROVIDE A REMOTE TEST STATION AND ALL WIRING NECESSARY TO DB DRY BULB PS PRESSURE SWITCH COMPLETE INSTALLATION. HD HEAD (SEE SCHEDULES) DATE: DEPT DEPARTMENT PSI POUNDS PER SQUARE INCH 01/16/2024 13. REFER TO THE MECHANICAL EQUIPMENT SCHEDULE FOR ADDITIONAL REQUIREMENTS HP HEAT PUMP PT PRESSURE TRANSMITTER JOB NO: 25-029 ASSOCIATED WITH PLUMBING AND HVAC EQUIPMENT AND OWNER/GENERAL CONTRACTOR DF DRINKING FOUNTAIN FURNISHED EQUIPMENT. DRAWN BY: GC/RB/AD/WT CHECKED BY: DB SCALE: SHEET NUMBER: E0-1 July 18, 2025 - 2:37:58pm Page 26 of 62 DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT TRANSFORMER LOCATION BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. MAIN SERVICE RACK LOCATION EXISTING STORAGE SHED X FOR BOTANICAL GARDENS 4 5 X 7 3 X X X X X X MP-2 X X X X X X X X X X X X X X X X X X X X X 8 B J NEW PARKING LOT LIGHT. COORDINATE FINAL LOCATION WITH THE CITY OF MONTROSE AND CIVIL ENGINEER. GFCI B WP C MP-1 B 386 Indian Road Grand Junction, CO 81501 Phone: (970) 241-8709 Mechanical & Electrical Engineers GFCI WP Bighorn Consulting Engineers, Inc. GFCI WP 2 B J LIGHT FLAG POLE 6 6 J-BOX FOR CAMERA J-BOX FOR CAMERA A J J MP-4 B MP-3 B GFCI SITE PLAN WP 1800 PAVILION DR B GFCI WP MONTROSE, COLORADO ELECTRICAL - MONTROSE VETERANS MEMORIAL DATE: ISSUED FOR: 04/02/2025 CONSTRUCTION DOCUMENTS 07/18/2025 UPDATE KEYNOTES: # 1. COORDINATE FINAL LOCATION OF CAMERAS WITH INSTALLER PRIOR TO INSTALLATION. 2. COORDINATE FINAL LOCATION OF BOLLARDS TO SPLIT OFFSET FROM ENTRANCE EVENLY. 3. SERVICE LINE FROM TRANSFORMER TO METER, PROVIDED BY CITY OF MONTROSE AND INSTALLED BY DMEA. 4. METER, CT CABINET, ELECTRICAL PANEL, DISCONNECT (IF NEEDED) TO BE PROVIDED BY GC. 5. EXTERIOR RATED ENCLOSURE FOR FIBER RACK. GC TO PROVIDE ENCLOSURE (ALTELIX NF162012A1C-RV2U OR APPROVED EQUIVALENT) AND CABLING TO CAMERAS. CITY OF MONTROSE TO PROVIDE FIBER TO THE BOX LOCATION ONLY 6. GC PROVIDING CAMERAS, CABLING, CONNECTION, AND SET UP OF CAMERAS. OWNER PREFERRED CAMERA IS AXIS P3727-PLE. 7. ALL CONDUIT RUNS TO BE COORDINATED TO AVOID GOING UNDER LANDSCAPE AREAS AND A MINIMUM AMOUNT OF CONCRETE. KEEP CONDUIT TO OPEN AREAS AWAY FROM TREES. CONTRACTOR TO FACTOR ADDITIONAL CONDUIT LENGTHS FOR CONDUITS TO ACCOUNT FOR ROUTING PATHWAY. 8. LOCATION OF BACKFLOW PREVENTER, IRRIGATION CONTROLLER, AND WATER LINE VALVING. FIELD COORDINATE FINAL LOCATION. DATE: 01/16/2024 JOB NO: 25-029 DRAWN BY: GC/RB/AD/WT ELECTRICAL - SITE PLAN CHECKED BY: DB SCALE: AS SHOWN SCALE: 1" = 10' SHEET NUMBER: NORTH ES2-1 July 18, 2025 - 2:37:59pm Page 27 of 62 DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. THE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN PERMISSION OF THE DESIGNER. BACKBOARD AND SUPPORTS ALL CABINETS AND ENCLOSURES SHALL BE PAINTED WITH TWO ARE TO BE LOCKABLE COATS OF RUST INHIBITING 2"x2" STEEL TUBING ENAMEL. (COLOR AS SELECTED WITH END CAP. BY COUNTY). LIGHTING ADAPTOR AS REQUIRED 400AMP CONTROLLER PANELBOARD 400A MCB 400 AMP CT 120/240VOLT 18kAIC 1 " THICK STEEL 4 CABINET 1Ø,3W UTILITY 120/240V BACKBOARD; HEIGHT 24 CIRCUIT UTILITY CT 1Ø,3W AND WIDTH OF BACK SQUARE STRAIGHT WITH FEED METER CABINET BOARD TO BE AS STEEL POLE NEMA 3R THRU LUGS FIBER RACK REQUIRED FOR 400A EQUIPMENT SIZE. U-BOLTS, TYPICAL 20A FLUSH HANDHOLE & COVER TYPICAL OF TEN (3 GFCI) TRANSFOMER LOCATION 50A/2 PROVIDE COVER PLATE OVER ANCHOR BOLTS WITHIN THE LIMITS TYPICAL OF TWO OF THE CHAMFERED TOP UTILITY SEE LUMINAIRE SCHEDULE TRANSFORMER ANCHOR BOLTS 1 13.0kA SCA G1 CHAMFER KINDORF PIPE STRAP, SIZE EXPOSED CONCRETE TO AS REQUIRED, TYPICAL. HAVE RUBBED FINISH GRADE 16.4kA SCA 2'-0" DIAMETER SONOTUBE A 3'-0" 386 Indian Road Grand Junction, CO 81501 FINISHED GRADE Phone: (970) 241-8709 Mechanical & Electrical Engineers UNDISTURBED EARTH 24" 3/4" CONDUIT IN CONCRETE Bighorn Consulting Engineers, Inc. CONCRETE, TYPICAL. CONDUIT BURY 18" 4 # 5 REBAR 8" 5'-0" ONE-LINE DIAGRAM # 3 TIES AT 12" O.C. ENGINEER WITH STRUCTURAL VERIFY BURY DEPTH NOTES: 1. PROVIDE GROUNDING AND BONDING TO MEET THE 2023 NEC ARTICLE 250 REQUIREMENTS. 2. FAULT CURRENT CALCULATIONS BASED UPON AN ANTICIPATED 75kVA TRANSFORMER AT AN ESTIMATED 2'-0" DISTANCE OF 15FT FROM THE TRANSFORMER TO THE SERVICE DISTRIBUTION PANEL. 3. PROVIDE LABELING TO MEET THE REQUIREMENTS OF NEC 110.21 AND 230.85. MAIN SERVICE RACK MOUNTED AT GRADE DETAIL 4. PROVIDE SURGE PROTECTIVE DEVICES THAT COMPLY WITH NEC 225.42 AND 230.67. NOT TO SCALE LIGHT POLE BASE DETAIL SCALE: NOT TO SCALE NOTES: 1. VERIFY THE BURY DEPTH AND DIAMETER OF THE SONOTUBE WITH THE STRUCTURAL/CIVIL ENGINEER PRIOR TO PURCHASING THE EQUIPMENT. DEPTH WILL DEPEND ON SOIL CONDITIONS. TYPICAL CONCRETE DEPTH IS 5 FT. 2. THE ELECTRICAL CONTRACTOR IS TO INSTALL VIBRATION DAMPERS IN ALL POLES, OBTAIN DAMPERS FROM POLE MANUFACTURER FOR EACH ALUMINUM POLE. LUMINAIRE SCHEDULE 3. ALL OUTSIDE LIGHT SOURCES SHALL COMPLY WITH THE LOCAL ZONING AND WIRE SCHEDULE: TYPE MANUFACTURER MANUFACTURER VOLTAGE DRIVER DESCRIPTION DEVELOPMENT CODES. FAULT CURRENT CALCULATIONS: 4. NOTIFY ENGINEER OF ANY OBSTRUCTIONS TO POLE PLACEMENT IMMEDIATELY CATALOG NO. CATALOG NO. MOUNTING LAMP SPECIFICATION A (2) 2 1/2"C - (3#250kCMIL(AL,XHHW)) F = LxIx2 BEFORE PROCEEDING. AMERICAN BEACON APPROVED 120V WITH FIXTURE FLAG POLE MOUNTED LIGHT. VERIFY POLE HEIGHT B 2"C - (3#3/0AWG(CU,THHN) + 1#6AWG(CU)G) NxCxE L - LENGTH OF CABLE IN FEET A ABW2##P-*** EQUIVALENT FLAG POLE (2) 2W MR16 LED AND FINISH PRIOR TO ORDER. PROVIDE WITH G1 #2AWG CU TO METAL WATER PIPES AND STRUCTURAL STEEL I - AVAILABLE FAULT CURRENT PHOTOCELL FOR DUSK TO DAWN OPERATION. #4AWG CU TO 20' UNCOATED CONCRETE ENCASED ELECTRODE N - NUMBER OF CONDUCTORS PER PHASE LITHONIA LIGHTING APPROVED 120-277V WITH FIXTURE 8" ROUND 40"H LED BOLLARD. FULL CUTOFF ASY C - CONDUCTANCE CONSTANT B KBR8 LED 12C 530 40K ASY EQUIVALENT GROUND MOUNT 22W LEDS DISTRIBUTION, PHOTOCELL CONTROLLED, DARK - 250kCMIL ALUMINUM: 12,862 MVOLT PE DDBXD BRONZE FINISH. E - VOLTAGE LINE TO LINE WITH FIXTURE VERIFY POLE HEIGHT (15':PS4-11-15D2, 25':PS5-07-25-D2) F - INTERMEDIARY VALUE FOR COMPUTATION RAB LIGHTING APPROVED 120-277V 116.4W DRIVER AND FINISH PRIOR TO ORDER. PROVIDE WITH PHOTOCELL DETAILS M = 1/(1+F) C IVAT5S-130LPA730ZU EQUIVALENT POLE MOUNT 117W LEDS AND BC5 BASE COVER. M - MULTIPLIER TO ACHIEVE AVAILABLE FAULT PS4-11-15D2, BC5, PS5-07-25D2 I(SC) = I(SC)*M RUN #1: TRANSFORMER TO SERVICE F = LxIx2 = 15FT x 16,400 A x 2 = 0.079 NxCxE 2 x 12,862 x 240 V CAMERA EQUIPMENT M = 1 = 1 = 0.926 1+F 1+0.079 AXIS P3727-PLE PANORAMIC CAMERA WITH IR FOR 360 COVERAGE I(SC) = IxM = 16,400A x 0.926 = 15,186 A 1800 PAVILION DR ELECTRICAL - PANEL SCHEDULE - MP TYPE: PANELBOARD BUS SIZE: 400 PHASES: 1 NEUTRAL BUS: YES MONTROSE, COLORADO VOLTAGE: 120/240 MAIN BRKR: 400 WIRES: 3 GROUND BUS: YES ENCLOSURE: NEMA3R MOUNTING: SURFACE SC RATING: 18000 LOAD TYPE LOAD DESCRIPTION AMPS CKT# 0/ CKT# AMPS LOAD TYPE LOAD DESCRIPTION POLES LOAD LOAD POLES RECEPTACLE BENCH OUTLETS 20A 1 A 2 20A LIGHTING BOLLARD/POLE LIGHTING --- 1P 720 300 1P --- RECEPTACLE BENCH OUTLETS 20A 3 B 4 20A LIGHTING FLAG POLE LIGHT --- 1P 360 300 1P --- PROCESS FUTURE EV 50A 5 A 6 50A PROCESS FUTURE EV --- 2P 4150 4150 2P --- PROCESS --- --- 7 B 8 --- PROCESS --- --- --- 4150 4150 --- --- MISCELLANEOUS IRRIGATION/BACKFLOW 20A 9 A 10 20A SPARE UNALLOCATED 1KW SPARE GROUND FAULT BREAKER 5 MA 1P 1500 1000 1P --- RECEPTACLE FIBER RACK POWER 20A 11 B 12 20A SPARE UNALLOCATED 1KW SPARE GROUND FAULT BREAKER 5 MA 1P 1200 1000 1P --- SPACE --- --- 13 A 14 20A SPARE UNALLOCATED 1KW SPARE MONTROSE VETERANS MEMORIAL --- --- 0 1000 1P --- SPACE --- --- 15 B 16 20A SPARE UNALLOCATED 1KW SPARE (GFCI) --- --- 0 1000 1P GROUND FAULT BREAKER 5 MA DATE: ISSUED FOR: SPACE --- --- 17 A 18 --- SPACE --- 04/02/2025 CONSTRUCTION DOCUMENTS --- --- 0 0 --- --- SPACE --- --- 19 B 20 --- SPACE --- 07/18/2025 UPDATE --- --- 0 0 --- --- SPACE --- --- 21 A 22 --- SPACE --- --- --- 0 0 --- --- SPACE --- --- 23 B 24 --- SPACE --- --- --- 0 0 --- --- LOADS BY TYPE: LOADS BY PHASE: LOAD CONNECTED DEMAND DEMAND CONNECTED CONNECTED BALANCE TYPE LOAD (VA) FACTOR LOAD (VA) PHASE LOAD (VA) LOAD (AMPS) (PERCENT) LIGHTING 600.00 1.25 750.00 A 12820.00 106.83 A-B: 94.9 KITCHEN 0.00 0.00 0.00 B 12160.00 101.33 B-A: 94.9 PROCESS 16600.00 1.00 16600.00 C --- --- --- RECEPTACLES 2280.00 1.00 2280.00 MECH HEATING 0.00 1.00 0.00 TOTAL/AVERAGE 24980.00 104.08 94.9 MECH COOLING 0.00 1.00 0.00 MECH YEAR ROUND 0.00 1.00 0.00 NOTES: APPLIANCE 0.00 1.00 0.00 MISCELLANEOUS 1500.00 1.00 1500.00 1. THE LARGEST CONNECTED MOTOR LOAD IS INCLUDED IN MECHANICAL, PROCESS, OR MOTOR LOADS. MOTOR 0.00 1.00 0.00 SPARE 4000.00 1.00 4000.00 1 LARGEST MOTOR ABOVE 0.25 0.00 TOTAL 24980.00 25130.00 DATE: 01/24/2025 JOB NO: 25-029 DRAWN BY: GC/RB/AD/WT CHECKED BY: DB SCALE: SHEET NUMBER: E3-1 July 18, 2025 - 2:38:02pm Page 28 of 62GENERAL NOTES CONCRETE 1) ENGINEER SHALL REPRESENT CIMARRON ENGINEERING WHENEVER REFERENCED WITHIN THE STRUCTURAL PLANS. 1) ALL CONCRETE PRACTICES SHALL CONFORM WITH THE LATEST VERSION OF ACI-318 WITH THE DETAILS CONFORMING TO THE LATEST VERSION OF ACI-315. ALL ACI REQUIREMENTS FOR HOT AND COLD WEATHERING CONCRETING SHALL BE ADHERED TO. 2) OTHER OR OTHERS SHALL REPRESENT ANY ENTITY EXCEPT FOR CIMARRON ENGINEERING. 2) ALL CONCRETE SHALL DEVELOP 4000 PSI COMPRESSIVE STRENGTH 28 DAYS FROM POUR. 3) IF THERE IS ANY PORTION OF THE PLANS WHERE THE DESIGN IS NOT SPECIFICALLY NOTED THE CONTRACTOR SHALL CONTACT THE ENGINEER CIMARRON ENGINEERING FOR GUIDANCE. 3) ALL CONCRETE SHALL USE TYPE II PORTLAND CEMENT. FLY ASH MAY BE USED AS A SUBSTITUTE W/ ENGINEER APPROVAL.. 4) THE SCOPE OF THE ENGINEER'S SEAL IS ONLY APPLICABLE TO THE STRUCTURAL PORTIONS OF THIS PARTICULAR SET OF DRAWINGS AND SHALL 4) FOUNDATION SILLS SHALL BE AT LEAST 6" ABOVE GRADE AND SHALL BE PRESSURE TREATED WOOD. NOT BE COPIED/USED FOR ANY OTHER STRUCTURE. 5) PIPES MUST BE IN SLEEVES WHEN PASSING THROUGH CONCRETE. 5) THE ENGINEER'S STRUCTURAL PLANS ARE BASED ON THE ARCHITECTURAL PLANS FOR THE STRUCTURE AS PROVIDED BY OTHERS. THESE 6) 1 ARCHITECTURAL PLANS SHALL ACCOMPANY THE STRUCTURAL PLANS DURING CONSTRUCTION. ALL FOOTING SILLS SHALL FULLY REST ON THE FOOTING WALL OR SLAB AND SHALL BE ATTACHED W/ 2"x10" ANCHOR BOLTS EMBEDDED AT A MINIMUM OF 7" INTO THE FOUNDATION CONCRETE AND SECURED W/ A NUT AND WASHER. SILLS SHALL BE ANCHORED NOT MORE THAN 48" O.C. 6) ASPECTS OF THE PLAN COVERING OTHER DISCIPLINES OF THE DESIGN, OR CONSTRUCTION METHODS ARE NOT COVERED UNDER THE SEAL OF AND NOT MORE THAN 12" FROM A BREAK IN SILLS. THE ENGINEER AND SHALL BE THE RESPONSIBILITY OF OTHERS. 7) ANCHOR BOLTS MUST BE LOCATED IN MIDDLE THIRD OF THE WIDTH OF THE SILL PLATE. 7) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THE CONSTRUCTION IS IN ACCORDANCE WITH THE LATEST VERSION OF THE IRC OR IBC AS WELL AS CITY, COUNTY, LOCAL, AND STATE ORDINANCES. 8) ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 8) IF A DISCREPANCY EXIST BETWEEN THE NOTES, DETAILS AND SPECIFICATIONS, THE MOST RIGID REQUIREMENTS SHALL GOVERN THE 9) INTERIOR NON BEARING WALLS MAY BE SECURED WITH WITH 3"x0.143" DIA. FASTENERS AND WASHER ATTACHED NOT MORE THAN 3' O.C. CONSTRUCTION. 10) ALL SLABS SHALL BE SAWCUT NOT MORE THAN 10' INTERVALS EACH WAY. 9) CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 11) ALL CONCRETE FOOTINGS AND WALL POURS SHALL BE MECHANICALLY VIBRATED. THE STRUCTURAL PLANS ARE DESIGNED BASED ON THE COMPLETED STRUCTURE AND SHOULD BE BRACED APPROPRIATELY THROUGHOUT 10) CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY BRACE THE STRUCTURE DURING THE CONSTRUCTION PROCESS. 12) ALL EXPOSED CONCRETE SHALL HAVE AN AIR ENTRAINING AGENT. THE STRUCTURAL PLANS ARE BASED ON THE DESIGN CRITERIA MENTIONED WITHIN THESE PLANS. THE ENGINEER IS NOT RESPONSIBLE FOR 11) 13) ALL DIMENSIONS SHALL BE FIELD VERIFIED FOR LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, ETC., AS REQUIRED BY OTHER TRADES BEFORE LOADING CONDITIONS OUTSIDE THE DESIGN CRITERIA CREATING DAMAGE TO THE STRUCTURE. CONCRETE IS PLACED. THE ENGINEER IS NOT RESPONSIBLE FOR DAMAGE TO THE STRUCTURE CAUSED BY NATURAL DISASTERS CREATING LOADING CONDITIONS THAT 12) 14) ALL TIE-DOWNS SHALL BE HELD SECURELY IN PLACE BEFORE POURING CONCRETE. EXCEED THE DESIGN CRITERIA OUTLINED WITHIN THESE PLANS. 15) A MINIMUM OF TWO #4 REBAR SHALL BE PLACE VERTICALLY (TOP TO BOTTOM) AT A MAXIMUM DISTANCE OF 12 INCHES FROM THE END, OR AT A 13) THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THESE PLANS WITHOUT CONSULTATION AND WRITTEN APPROVAL BY THE ENGINEER. BREAK, IN THE CONCRETE WALL. 16) ALL EPOXY USED TO CONNECT STEEL ANCHORS OR REBAR TO CONCRETE SHALL BE SIMPSON SET-3G OR APPROVED EQUIVALENT. THE HOLE 1 DESIGN CRITERIA OF THE STRUCTURE PROVIDED TO SECURE THE ANCHOR OR REBAR SHALL BE 8" LARGER THAN THE ANCHOR OR REBAR DIAMETER. 1) APPLICABLE CODES = 2018 IRC, 2018 IBC, ASCE 07-16, ASSOCIATED STATE / COUNTY REGULATIONS AND ADDITIONAL CODES MENTIONED WITHIN THE STRUCTURAL NOTES. FOUNDATION NOTES 2) ASSUMED SITE ELEVATION = 5890 FT 8) DESIGN LOADS: 1) THE ENGINEER SHALL BE NOTIFIED A MIN. OF 72 HOURS IN ADVANCE FOR INSPECTION OF THE FOUNDATION WHEN ALL FORM WORK IS IN PLACE 3) FROST PROTECTION REQUIRED = 26 IN - ROOF DEAD LOAD = 15 PSF W/ REBAR TIED AND READY TO POUR. 4) RISK CATEGORY = II - ROOF LIVE LOAD = 20 PSF 2) THE FOUNDATION SHALL BEAR ON NATIVE UNDISTURBED SOIL, BEDROCK, OR STRUCTURAL FILL PER THE PLANS. 5) SEISMIC DESIGN: - CEILING DEAD LOAD = 5 PSF 3) THE BOTTOM OF THE FOUNDATION EXCAVATIONS SHOULD BE THOROUGHLY CLEANED AND OBSERVED WHEN EXCAVATED AND ANY LOOSE OR DISTURBED MATERIAL EXPOSED IN THE FOUNDATION EXCAVATION SHOULD BE REMOVED OR COMPACTED PRIOR TO PLACING FOUNDATION - SITE CLASS = D - FLOOR DEAD LOAD = 15 PSF CONCRETE. - SDS = 0.337 G - FLOOR LIVE LOAD = 40 PSF 4) IMPORTED STRUCTURAL FILL SHOULD CONSIST OF A GRANULAR, NON-EXPANSIVE, NON-FREE DRAINING MATERIAL WITH GREATER THAN 10% PASSING THE #200 SIEVE AND LIQUID LIMIT OF LESS THAN 30. - CATEGORY = C - PERIMETER WALL DEAD LOAD = 10 PSF CIMARRON ENGINEERING JONATHAN BATSON, P.E. 970-318-6026 PO BOX 1421 RIDGWAY CO, 81432 5) UNLESS OTHERWISE NOTED IN THE PLANS STRUCTURAL FILL MATERIAL SHALL BE PLACED IN UNIFORM 6" THICK LOOSE LIFTS AND MECHANICALLY 6) SNOW DESIGN: 9) THE FOUNDATION HAS BEEN DESIGNED WITH THE FOLLOWING COMPACTED TO 95% OF THE MATERIALS MOISTURE CONTENT-DRY DENSITY (PROCTOR), IN ACCORDANCE WITH ASTM D1557. TESTING GEOTECHNICAL REPORT. THE ENGINEER IS TO BE NOTIFIED WITH ANY - GROUND SNOW LOAD = 25PSF DOCUMENTATION OF THE 95% COMPACTION SHALL BE PROVIDED TO THE ENGINEER. STRUCTURAL FILL IS GENERALLY A NON-FREE DRAINING DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT AND THE MATERIAL WITH GREATER THAN 10% PASSING THE #200 SIEVE AND LIQUID LIMIT LESS THAN 30. ALL STRUCTURAL FILL SHALL BE APPROVED BY A - ROOF SNOW LOAD (HEATED AREAS) = 20 PSF STRUCTURAL DRAWINGS: LAMBERT AND ASSOCIATES JOB NO. GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION. M25008GE DATED MAY 29,2025 - ROOF SNOW LOAD (UN-HEATED AREAS) = 21 PSF 6) ALL GRADING SHALL SLOPE AT AN 10% MIN. AWAY FROM THE FOUNDATION FOR THE FIRST 10' AROUND THE PERIMETER OF THE STRUCTURE. AT NO POINT SHALL WATER BE ALLOWED TO POOL NEAR THE FOUNDATION. 7) WIND DESIGN: 7) NO BACKFILLING SHOULD BE DONE AGAINST FOUNDATION AND RETAINING WALLS UNTIL CONCRETE HAS ATTAINED AT LEAST 75% OF ITS DESIGN - WIND SPEED = 115 MPH STRENGTH AND THE FLOOR SHEATHING HAS BEEN INSTALLED. PROVIDE BRACING FOR WALLS SUSTAINING MORE THAN 3 FT OF EARTH PRESSURE. THIS BRACING SHALL REMAIN IN PLACE UNTIL ALL SLABS AND BEAMS FRAMING INTO WALL HAVE BEEN PLACED AND SET. - EXPOSURE = C 8) IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 5 FEET FROM ANY FOUNDATION WALL. IF IT IS REINFORCING STEEL NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER THAN 8 FEET TO THE WALL, THE CONTRACTOR SHALL BE THE SOLE RESPONSIBLE PARTY AND AT THEIR OWN EXPENSE SHALL PROVIDE ADEQUATE SUPPORTS OR BRACE THE WALL TO WITHSTAND THE ADDITIONAL LOADS SUPERIMPOSED 1) REINFORCING STEEL BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60 EXCEPT TIES, STIRRUPS AND REINFORCING BARS IN FROM SUCH EQUIPMENT. NON-STRUCTURAL CONCRETE SUCH AS SLABS ON GRADE, WHICH MAY BE GRADE 40, UNLESS NOTED OTHERWISE. 9) IRRIGATION PIPING SHALL NOT BE INSTALLED WITHIN 15 FEET OF THE FOUNDATION. POSSIBLE LEAKAGE OF IRRIGATION PIPING WILL CAUSE SOIL 2) ALL BARS SHALL BE FREE OF DIRT, RUST, GREASE, OIL OR ANYTHING THAT WOULD INHIBIT IT'S BOND W/ THE CONCRETE. SUPPORTING THE FOUNDATION TO BECOME THOROUGHLY SATURATED CREATING THE POTENTIAL FOR EXTENSIVE STRUCTURAL DAMAGE FROM 3) BARS SHALL BE CONTINUOUS AROUND CORNERS AND ALL SPLICES SHALL BE LAPPED 24" OR 48 BAR DIAMETERS WHICHEVER IS GREATER. SETTLEMENT/HEAVING. THE HOMEOWNER TAKES FULL RESPONSIBILITY FOR CREATING PROPER OFFSETS WITH THE IRRIGATION PIPING AND THE FOUNDATION. 4) ALL BENDS SHALL BE MADE COLD. 10) UNLESS OTHERWISE NOTED ALL EXTERIOR FOOTINGS SHALL HAVE A SUBSURFACE DRAIN SYSTEM THAT PROMOTES WATER TO FLOW AWAY FROM 5) UNLESS OTHERWISE NOTED IN THE STRUCTURAL PLANS, ALL CAST-IN-PLACE CONCRETE SHALL HAVE MINIMUM COVER IN CONFORMANCE WITH THE FOUNDATION ADHERING TO THE FOLLOWING DETAILS: ACI318-19 SECTION 20.5.1.3 AS FOLLOWS: - DRAIN PIPE SHALL BE PERFORATED 4 INCH RIGID PVC PIPE SLOPED TO DAYLIGHT AT A MINIMUM OF 1% WITH THE PERFORATIONS ORIENTED - CAST AGAINST AND PERMANENTLY IN CONTACT W/ GROUND: 3" DOWNWARD CREATING A TROUGH TO DIRECT THE WATER AWAY FROM THE STRUCTURE. 1 - EXPOSED TO WEATHER OR IN CONTACT W/ GROUND: 2" - 1 2" WASHED GRAVEL SHALL SURROUND THE PIPE WITH A MINIMUM OF 4 INCHES AROUND THE PIPE ON ALL SIDES. - NOT EXPOSED TO WEATHER OR IN CONTACT W/ GROUND: 1 1" - FILTER FABRIC, MIRAFI 140N OR EQUIVALENT, SHALL BE USED TO PROTECT THE GRAVEL AND DRAIN PIPE BY COMPLETELY WRAPPING THE 2 GRAVEL, WITH DRAIN PIPE, IN A BURRITO FASHION ENSURING FINES/DIRT DO NOT CLOG THE PORES OF THE GRAVEL. 6) ALL REINFORCEMENT SHALL BE HELD SECURELY IN PLACE WHILE CONCRETE IS BEING POURED. - 10 MIL PLASTIC SHOULD BE ADHERED TO THE STEM WALL AND THE TOP SHALL BE SUFFICIENTLY WATERPROOFED TO ENSURE WATER IS NOT ABLE TO PENETRATE BEHIND THE PLASTIC. THE 10 MILL PLASTIC SHOULD LAY BENEATH THE BURRITO WRAPPED PERFORATED PIPE AND EXTEND TO THE EDGE OF THE EXCAVATION AND BACKFILL AREA AND UP THE BACKFILL SLOPE A MINIMUM OF TWO FEET. MASONRY 11) GRADING AND DRAINAGE ARE CRITICAL TO THE LONG-TERM PERFORMANCE OF THE STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR 1) CLAY BRICK SHOULD HAVE A MINIMUM AVERAGE COMPRESSIVE STRENGTH OF 4500 PSI. ENSURING THAT THE FINAL GRADING IS DESIGNED TO CARRY WATER RUNOFF AWAY FROM THE STRUCTURE. THE ENGINEER IS NOT LIABLE FOR DAMAGES THAT OCCUR DUE TO WATER RUNOFF. 2) MORTAR USED SHOULD BE TYPE S AND CONFORM TO ASTM C270. 12) FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP 3) CORRUGATED BRICK TIES SHOULD BE AT A MINIMUM 22 GAUGE W/ MAXIMUM VERT. AND HORIZ SPACING OF 16". IF OTHER TYPES OF TIES ARE OF THE FOOTING TO FINISHED GRADE PER THE IRC 2018 SECTIONS R406.1 / R406.2. ICF WALLS SHALL NOT BE DAMP PROOFED / WATERPROOFED USED THE ENGINEER SHOULD BE CONTACTED FOR ADDITIONAL REQUIREMENTS. WITH ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, AND KETONES AND ESTERS. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. 4) STEEL ANGLE LINTELS SHOULD HAVE A MINIMUM OF 3" BEARING ON EA. SIDE. 13) IF THE DESIGN SPECIFIES A FROST FREE FOUNDATION THE FOLLOWING APPLIES: 5) GROUT SHALL CONFORM TO ASTM 476, 28 DAY STRENGTH AND HAVE A STRENGTH OF 2,500 PSI. - THE OWNER OF THE STRUCTURE IS RESPONSIBLE FOR KEEPING THE MONTHLY MEAN TEMPERATURE OF THE STRUCTURE ABOVE 64°F PER THE STEM WALL OR PEDESTAL 6) GROUT ALL CELLS BELOW GRADE, BOND BEAMS AND REINFORCED CELLS. 2018 IRC SECTION R403.3. 7) GROUT LIFTS SHALL NOT EXCEED 6'-0" IN MASONRY WALLS, PIERS, ETC. - INSULATION TYPE SHALL BE FOR EXTERNAL USE EXTRUDED POLYSTYRENE W/ A MIN. R-VALUE OF R-10 FOR THE VERTICAL AND HORIZONTAL 8) CLEAN CELLS AND ROD GROUT INTO PLACE. PROVIDE CLEANOUTS AT BASE OF WALL. PORTIONS. THE STRUCTURAL FILL BLANKET SHOULD 14) IF INSULATION IS SHOWN ON THE DRAWINGS BENEATH THE SLAB IT IS AT THE DISCRETION OF THE CONTRACTOR AND THE FOLLOWING IS EXTEND FROM EACH EDGE OF THE FOOTING A 9) ALL MASONRY WALLS SHALL BE HORIZONTALLY REINFORCED W/ STANDARD DUR-O-WALL @ 16" O.C. RECOMMENDED: DISTANCE EQUAL TO THE FILL THICKNESS 10) ALL MASONRY WALLS SHALL HAVE VERTICAL REINFORCEMENT OF #5 @ 48" O.C. UNLESS OTHERWISE NOTED. - THE INSULATION SHALL BE EITHER POLYISO OR XPS WITH A MINIMUM COMPRESSIVE STRENGTH OF 25 PSI 11) #5 REBAR SHOULD BE PLACE AT SIDES OF ALL OPENING, CORNERS, CONTROL JOINTS AND WALL ENDS. - THE INSULATION SHOULD MEET A MINIMUM R-VALUE OF R10 12) TYP. BOND BEAM REIN.: (2) #5 REBAR AND FULLY GROUTED. CONTINUOUS OR ISOLATED FOOTING STRUC. FILL BLANKET 13) BOND BEAMS SHALL BE INSTALLED WITHIN THE WALL @ A MAXIMUM OF 6' O.C., @ ALL SILL PLATE CONNECTIONS AND ALL LEDGER CONNECTIONS. STRUCTURAL STEEL 14) REINFORCEMENT FABRICATED AND INSTALLED PER ACI-315. 1) ALL STEEL SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATION. A" A" 15) CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90-N-1 2) ALL STEEL COMPONENTS SHALL COMPLY WITH THE FOLLOWING UNLESS OTHERWISE NOTED IN THE DETAILED PLANS: STRUC. FILL GRADATION PER W SECTIONS - ASTM A992 (FY = 50 KSI) A" GEOTECHNICAL REPORT COMPACTED A" JOB #25038 25038 MONTROSE VETERANS MEMORIAL TO 95% PROCTOR IN 6" LIFTS 38.463994, -107.852839, MONTROSE CITY, COLORADO RECTANGULAR HSS - ASTM A500, GRADE B (Fy = 46 KSI) ROUND HSS - ASTM 500, GRADE B (Fy = 42 KSI) ALL OTHER STRUCTURAL SHAPES AND PLATES - ASTM A36 (Fy = 36 KSI) PROJECT SPECIFIC STRUCTURAL FILL REQUIREMENTS 7/21/2025 BOLTS - ASTM F3125 GRADE A325 DESCRIPTION STRUCTURAL FILL THICKNESS - A" NUTS - ASTM A563 FOOTING PER GEOTECHNICAL REPORT REVIEW WASHERS - ASTM F436 SLAB PER GEOTECHNICAL REPORT ANCHOR RODS - ASTM F1554 GRADE 36 3) ALL ANCHORAGE COMPONENTS INCLUDING ANCHOR RODS, BOLTS AND WASHERS SHALL BE HOT DIPPED GALVANIZE SCALE NTS 4) ALL WELDING SHALL BE CONDUCTED BY A CERTIFIED WELDER QUALIFIED BY THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATION TYP - STRUCTURAL FILL REQUIREMENT PROCEDURE. 5) ALL STRUCTURAL WELDING SHALL BE CONDUCTED WITH E-70XX ELECTRODES. This is unclear and will need to be addressed by Lambert and Associates. 6) 3 MINIMUM WELD IS 16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. Please read the last paragraph of section 4.0 in the geotechnical report. 7) 1 ALL HOLES SHOWN IN STEEL MEMBERS WITHIN THE PLANS SHALL BE 16" LARGER IN DIAMETER THAN THE BOLT SIZE SPECIFIED. Please read the second paragraph on sheet 9 of the geotechnical report. 8) ALL STRUCTURAL WELDS ARE TO BE INSPECTED BY A CERTIFIED WELD INSPECTOR (CWI). Please read the table on sheet 10. REVIEW ONLY - NOT FOR CONSTRUCTION S0 Page 29 of 62 CIMARRON ENGINEERING TABLET BY ENTRY SIGN BY OTHERS OTHERS MONTROSE #8 REBAR VETERANS MEMORIAL #8 REBAR EPOXIED INTO EPOXIED INTO PRE-DRILLED PRE-DRILLED HOLE HOLE TABLET BASE BY ENTRY SIGN OTHERS BASE BY OTHERS 1" 4KSI 1" 4KSI NON-SHRINK NON-SHRINK GROUT GROUT 4" 1'-4" 4'-0" 1'-4" 2" 7" 2" 1" 4KSI 1" 1" 4KSI NON-SHRINK NON-SHRINK GROUT GROUT 2" 2" 2" 2" 2" 2" CIMARRON ENGINEERING JONATHAN BATSON, P.E. 970-318-6026 PO BOX 1421 RIDGWAY CO, 81432 2" 2" 2" 2" (2) #4 TIES @ (2) #4 TIES @ TOP & @ 8" O.C. TOP & @ 8" O.C. 2'-0" 2'-0" 4" 4" 8" 8" Backfill requirements are noted in section 9.0 in the geotechncial report 3'-0" MINIMUM 3'-0" MINIMUM 3'-0" MINIMUM 3'-0" MINIMUM 8" 4" 8" 4" 4" 4" 4" 4" 5'-4" 2'-6" 7'-4" 2'-6" STRUC. FILL PER STRUC. FILL PER STRUC. FILL PER STRUC. FILL PER GEOTECHNICAL REPORT GEOTECHNICAL REPORT GEOTECHNICAL REPORT GEOTECHNICAL REPORT S1 S1 S1 S1 1 SECTION - BLACK GRANITE TABLET SCALE NTS 2 SECTION - BLACK SCALE NTS 3 SECTION - ENTRY SIGN FOUNDATION SCALE NTS 4 SECTION - ENTRY SIGN SCALE NTS FOUNDATION GRANITE TABLET FOUNDATION FOUNDATION (5) VERT. #4 S1 (2) #4 TIES @ TOP & @ 8" O.C. EVENLY SPACED 4 (5) VERT. #4 S1 (2) #4 TIES @ TOP & @ 8" O.C. EVENLY SPACED 2 4" VERT. #4 4" VERT. #4 S1 2'-6" 3 S1 2'-6" 1 4" 4" #8 REBAR JOB #25038 25038 MONTROSE VETERANS MEMORIAL 38.463994, -107.852839, MONTROSE CITY, COLORADO 3 #8 REBAR 7'-34" 5'-4" 7/21/2025 PLAN - BLACK GRANITE TABLET SCALE NTS PLAN - ENTRY SIGN FOUNDATION SCALE 1"=1'NTS REVIEW FOUNDATION REVIEW ONLY - NOT FOR CONSTRUCTION S1 Page 30 of 62 CIMARRON ENGINEERING 4'-0" ARCHITECTURAL DRAWINGS #4 VERT. @ EVERY OTHER CELL OR 16" O.C. 12" CMU BLOCK FULLY GROUTED - (2) COURSES DRAWINGS 3 FOUNDATION 24" 1'-0" FIELD 1 5 VERIFY REIN. CONC. FOUNDATION 11 " 3'-0" MINIMUM 3'-34" FIELD VERIFY 8 5 #3 REBAR PRE-DRILLED #3 REBAR - PRE-DRILL HOLE 8" & EPOXIED #4 @ 18" O.C. TRANSVERSE 1 3" 3" 3" 2'-12" (5) #4 CONT. 10" 2" 2" 2" 3" 3" 3'-4" 1'-6" 1'-6" 1'-6" STRUC. FILL PER GEOTECHNICAL REPORT (3) #3 TIES (3) #4 TIES (3) #3 TIES 3'-0" MINIMUM 4" (2) #4 CONT. @ TOP & BOTTOM FROST DEPTH MINIMUM (2) #4 CONT. @ TOP & BOTTOM (2) #4 CONT. @ TOP & BOTTOM S2 SCALE NTS CIMARRON ENGINEERING JONATHAN BATSON, P.E. 970-318-6026 PO BOX 1421 RIDGWAY CO, 81432 3" 3" 3" 3 SECTION - STRAIGHT BENCH W/ 1'-0" 1'-0" 2'-0" STRUC. FILL PER BACK FOUNDATION GEOTECHNICAL REPORT STRUC. FILL PER GEOTECHNICAL REPORT S2 S2 CONT. FOOTING W/ (5) #4 CONTINUOUS REBAR SPACED SCALE NTS SCALE NTS S2 EVENLY & #4 TRANSVERSE 1 SECTION - STRAIGHT BENCH W/ 2 SECTION - REBAR @ 18" O.C. 3 12" CMU BLOCK FULLY GROUTED W/ #4 VERT. @ EVERY OTHER CELL OR 16" O.C. 1 BACK FOUNDATION STRAIGHT BENCH 11'-74" 5 W/ BACK 9'-38" FOUNDATION 5 38" 4" 3 1'-34" " 1 4 8'-8" 1'-4" 2'-0" 2'-8" 3'-4" 1'-11 S2 #4 CONT. @ TOP & BOTTOM 2 #3 TIES (2) #4 CONT. @ TOP & BOTTOM 3" 3" 4" S2 1 2'-0" FADED LINE IS EXTERIOR OUTLINE OF 8" CMU BLOCK ABOVE PER ARCH DRAWINGS 4" BEARING FOR STONE VENEER 3" 1'-0" 1'-0" PLAN - ENTRANCE ARCH FOUNDATION - EACH SIDE IS SCALE 1"=1' PLAN - STRAIGHT BENCH W/ BACK FOUNDATION SCALE 1"=1' THE SAME JOB #25038 25038 MONTROSE VETERANS MEMORIAL 38.463994, -107.852839, MONTROSE CITY, COLORADO 7/21/2025 REVIEW REVIEW ONLY - NOT FOR CONSTRUCTION S2 Page 31 of 62 FAG POLE TABLE SHAFT SHAFT FLAG POLE CIMARRON ENGINEERING SHAFT DIAM., VERT. REBAR, FIELD TIES, S MAX FLAG FLAG POLE # EMBEDMENT, EXPOSED, H2 HEIGHT, H3 TOP TIES, Q1 # OF FLAGS D (FT-IN) Q2 (IN) SIZE H1 (FT-IN) (FT-IN) (FT) 1 7'-6" 1'-0" 30'-0" 2'-6" 3 12 0'-8" 2 5' x 8' FILL CAVITY W/ CLASS 6 STRUCTURAL FILL COMPACTED TO 95% PROCTOR 12" CMU BLOCK FULLY GROUTED - (2) COURSES #4 VERT. @ EVERY EXTERIOR BLOCK 75" FLAT WORK BY OTHERS 8 FLAT WORK BY OTHERS 3 3 4" 4" WASHED GRAVEL 4" WASHED GRAVEL 4" 5 12" CMU BLOCK FULLY GROUTED - (2) COURSES 118" This is recommended as a capilary break to ensure the slab does not soak up additional water creating a reduced life expectancy of the flatwork. I silt paper should be placed below the washed gravel to ensure the clay soils do not REIN. CONC. FOUNDATION 3'-0" MINIMUM migrate into the washed gravel. (6) #4 EA. WAY EVENLY SPACED These are not structural concerns and are generally per the contractor. FLAG POLE HEIGHT, H3 3" CLR FLAG POLE DESIGNED 3 BY OTHERS 4'-74" STRUC. FILL PER GEOTECHNICAL REPORT S3 2 SECTION - ENTRANCE ARCH SCALE NTS JONATHAN BATSON, P.E. 970-318-6026 2" CIMARRON ENGINEERING PO BOX 1421 RIDGWAY CO, 81432 2" FOUNDATION - EACH SIDE IS 2" #4 TOP TIES - QUANTITY SHAFT PER TABLE, Q1 TABLE, H2 THE SAME EXPOSED PER Ø PER TABLE 2" FLAG POLE EMBEDMENT DETAILS PER MANUFACTURER S3 4'-73" 1 4 3'-113" 4" #4 FIELD TIES - O.C. 4 SPACING PER TABLE, S REIN. CONC. FOUNDATION W/ (6) #4 EA. WAY EVELY SPACED #4 REBAR VERT. TABLE, H1 EVENLY SPACED - #4 TIES SPACING QUANTITY PER TABLE, Q2 12" CMU BLOCK FULLY GROUTED - (2) COURSES SHAFT EMBEDMENT PER PER TABLE #4 REBAR VERT. " " 3 4 EVENLY SPACED - SCALE NTS 3 4 PLAN - FLAG POLE SHAFT 4'-7 QUANTITY PER 3'-11 TABLE, Q2 FADED LINE IS EXTERIOR OUTLINE OF 8" CMU BLOCK ABOVE 12" CMU BLOCK FILL CAVITY W/ CLASS 6 STRUCTURAL FILL COMPACTED TO 95% PROCTOR S3 2 SHAFT DIAMETER PER TABLE, D S3 JOB #25038 25038 MONTROSE VETERANS MEMORIAL 38.463994, -107.852839, MONTROSE CITY, COLORADO 1 SECTION - FLAG POLE SHAFT SCALE NTS PLAN - ENTRANCE ARCH FOUNDATION - EACH SIDE IS SCALE 1"=1' 7/21/2025 THE SAME REVIEW REVIEW ONLY - NOT FOR CONSTRUCTION S3 Page 32 of 62 (3) #4 TIES @ TOP W/ 2" CLR SPACING AND #4 REBAR TIES @ 8" O.C. 1'-8" 2" 4'-8" 2" (12) 1" BOLTS 2" EVENLY SPACED W/ 4" WASHERS AND NUTS " 5 16 1'-8" 5 1 Ø116" OUTLINE OF BASEPLATE 1'-8" 5 516" S4 2" 5 2" PL2 PER DETAIL 5/16" CIMARRON ENGINEERING 1'-0" S4 4'-8" SCALE 1"=1' OUTLINE OF 4 DETAIL - PL2 BASEPLATE AND BASEPLATE ABOVE ANCHOR BOLT LAYOUT 4" 2" (24) #6 REBAR VERT. SPACED EVENLY HOOK REBAR ENDS 1'-0" 3 1 PL 8" 114" BACKGOUGE 3 S4 PL 8" SCALE 1"=1' 2 DETAIL - 56"x56" PEDESTAL 8'-0" REBAR LAYOUT 1'-0" 3/16" 3" @ 12" O.C. 3/16" 3" @ 12" O.C. 1 L2x2x4 @ ALL CORNERS BACKGOUGE S4 4'-0" SCALE 2"=1' 5 2" 716" 5 DETAIL - PEDESTAL CROSS CIMARRON ENGINEERING JONATHAN BATSON, P.E. 970-318-6026 PO BOX 1421 RIDGWAY CO, 81432 2" SECTION 3'-4" 5/16" PL1 PER ANCHOR BOLTS PER TYPICAL DETAIL DETAIL S4-3 (24) 1" PRE-ASSEMBLED PL1 1"x48"x48" ANCHOR BOLTS PER TYP. ANCHOR ROD SCHEDULE 2" (3) #4 TIES @ TOP W/ 2" CLR SPACING 12'-0" 6" 2" 2" 4'-0" 8" 1 " OUTLINE OF STEEL Ø116 PEDESTAL ABOVE #6 REBAR VERT. PER S4-2 #4 REBAR TIES @ 8" O.C. 5 716" (12) #5 REBAR SPACED EVENLY EA. WAY TOP & BOTTOM REIN. CONC. PEDESTAL 3'-4" 4'-8" 2" 2" ISOLATED SQUARE FOOTER 1'-4" S4 3'-0" MIN SCALE 1"=1' 4'-8" 3 DETAIL - PL1 BASEPLATE AND 12'-0" ANCHOR BOLT LAYOUT 12'-0" REIN. CONC. PEDESTAL STRUC. FILL PER GEOTECHNICAL REPORT S4 SCALE 1" = 1' 1 SECTION - HELICOPTER FOUNDATION & PEDSTAL 4'-8" S4 JOB #25038 EPOXIED ANCHOR 1 25038 MONTROSE VETERANS MEMORIAL 38.463994, -107.852839, MONTROSE CITY, COLORADO EMBEDDED ANCHOR SCALE 1/2"=1' 7/21/2025 T" ANCHOR ROD SCHEDULE PLAN - HELICOPTER FOUNDATION & PEDESTAL ROD DIAMETER EDGE DISTANCE ROD LENGTH TOP THREAD MIN WASHER MIN WASHER (D") (A") (L") LENGTH (T") SIZE (WS) THICKNESS (WT) REVIEW D" 3 L" 1" 2" 21" 5" 3" 8" D" D" + 1" 4 7" MIN (2) HEAVY HEX NUTS W/ WASHER BETWEEN FULL THREADED ROD TYP - BASEPLATE AND ANCHOR ROD SCHEDULE REVIEW ONLY - NOT FOR CONSTRUCTION S4 Page 33 of 62 CONTRACT AWARD RECOMMENDATION TO: Honorable Mayor and Montrose City Council CC: William Bell, Ann Morgenthaler FROM: Jon Waschbusch, Parks Superintendent DATE: March 16, 2026 SUBJECT: 2026 Parks Maintenance Contract Award Recommendation Action Consideration for approval of the award of the Parks Maintenance contract to Green and Bearit of Montrose, Colorado in the amount not to exceed $140,000. Background The City’s Parks Division contracts the turf maintenance of 13 out of 28 Parks with turf and 75% of the total City Park turf area, not including Sunset Mesa or Cedar Creek Cemetery. The contractor will perform weekly mowing, trimming, edging of all walks, cleaning up trash and debris, performing irrigation checks, and final cleanup of all sidewalks, roadways, picnic areas, and walkways within those parks. The previous contract expired this year after being awarded in 2023 and subsequently renewed in 2024 and 2025. A competitive RFP was issued in February of 2026 to solicit proposals for this work. The Parks Division received five (5) qualified proposals in response to the posted RFP. A scoring matrix was applied to determine best value proposal for the city with weighting being applied as follows: ● Price: 30% ● Qualifications/Similar Project Experience: 40% ● Overall Presentation, Level of Detail, and Project Understanding: 15% ● Team Assigned to the Project/Proposed Sub-Consultants: 15% Below is a breakdown of the proposals received. Company Weekly Bid Price Matrix Score Green and Bearit $4,897 3.25 Alpine Property Services $4,621 +$1,678 3.25 biweekly Living Waters Irrigation and 4,615.50 3.20 Design Gunsight Holdings dba Daly $169,120 2.8 Property Services ($6,764.80/week for 25 week contract) Jamaican Me Crazy Yard $8,100 2.15 Service 1 Page 34 of 62 Green and Bearit was awarded the Parks Maintenance contract in 2023 and was subsequently renewed two times based on their performance. The Public Works staff speak well of their work as did the previous Parks Superintendent when renewing their contract. This company has a proven record of performance with the city, has previously performed this scope with quality results, is Montrose based and has the second lowest pricing of the five responsive bids. Green and Bearit tied for the highest score on the review matrix while coming in at a substantially lower price than the other highest scoring entity. City staff recommends awarding the 2026 Parks Maintenance Contract to Green and Bearit, LLC. Net Financial Impact The contract recommended for award to Green and Bearit, LLC will be a Not-to-Exceed contract in the amount of $140,000, which is included in the 2026 budget. 2 Page 35 of 62 MEMORANDUM OF AGREEMENT HIGH MESA CRAFTSMEN MINOR SUBDIVISION REDEVELOPMENT AND RIGHT OF WAY SWAP February 20, 2026 This MEMORANDUM OF AGREEMENT (“MOA”) is entered into effective as of the ____ day of ______________, 2026 (the “Effective Date”) and is made and entered into by and between the City of Montrose, a Colorado home rule municipal corporation, whose principal address is 400 East Main Street, PO Box 790, Montrose, Colorado 81402 (the “City”); and Yeager Family Enterprises, a Colorado limited liability company (the “Developer”) whose principal address is 59043 Ida Road, Olathe, Colorado 81425 (each individually referenced herein as a “Party” and collectively as the “Parties”). RECITALS WHEREAS, Developer is the owner of Lots 1 through 3 as identified on the High Mesa Craftsmen Minor Subdivision included as Exhibit A attached hereto (the “Project Lots”); and WHEREAS, Developer is currently working on a redevelopment project to relocate a stone countertop sales and fabrication facility to Lot 1 (currently underway) and a custom cabinet shop on Lots 2 and 3 (complete). This project includes replatting the Project Lots, a remodel of existing structures, site improvements, and site landscaping; and WHEREAS, within and immediately adjacent to the Project Lots, several obsolete and vacant rights of way exist that are currently a hinderance to redevelopment of the site. These are identified and legally described as ROW-V1 through ROW-V5 on Exhibit B attached hereto (“the ROW Vacations”); and WHEREAS, isolated right of way dedications are necessary to create consistent road right of way widths along Cascade Avenue and Weldon Road immediately alongside the Project Lots; and WHEREAS, although not formally triggered through a site development process due to the nature of the redevelopment work taking place on the Project Lots, the City desires to see aesthetics and traffic operations of the area improved through the installation of landscaping along the Project Lot frontages. AGREEMENT NOW, THEREFORE, in consideration of the foregoing Recitals and the mutual covenants, conditions and agreements of the Parties contained herein, the receipt and sufficiency of which hereby are acknowledged and accepted, the Parties hereby commit to perform the following to facilitate a right of way swap alongside the Project Lots. DEVELOPER OBLIGATIONS 1. Redevelop Lot 1 to construct a stone countertop sales and fabrication facility. 2. Install landscaping improvements in general conformance with the landscaping improvement plan included as Exhibit C attached hereto which includes landscaping and irrigation improvements along the Project Lots’ frontages with Cascade Avenue. 3. Prepare legal descriptions stamped by a Colorado-licensed professional land surveyor for the ROW Vacations. Page 36 of 62 Memorandum of Agreement High Mesa Craftsmen Minor Subdivision Right of Way Swap Page 2 4. Prepare and finalize the High Mesa Craftsmen Minor Subdivision in general conformance with that included as Exhibit A. This shall include road right of way dedications for Cascade Avenue and Weldon Road as depicted in Exhibit A. CITY OF MONTROSE OBLIGATIONS 1. Prepare necessary documents and seek City Council approval for the ROW Vacations. 2. Upon completion of the site landscaping along the Cascade Avenue frontage and opening of the stone countertop sales and fabrication facility on Lot 1, finalize and record the ROW Vacation documents with the Montrose County Clerk and Recorder. 3. Immediately after recording the ROW Vacation documents, record the finalized High Mesa Craftsmen Minor Subdivision with the Montrose County Clerk and Recorder. TIMELINE Site landscaping and opening of the stone countertop sales and fabrication facility shall be completed by November 15, 2026. Unless agreed otherwise in writing by both Parties, all City of Montrose obligations contained herein shall become null and void if site landscaping and opening of the stone countertop sales and fabrication facility are not completed by this date. TERM AND TERMINATION 1. The Parties’ rights and obligations under this MOA shall commence as of the Effective Date and shall remain in full force and effect until November 15, 2026 or terminated as outlined herein. 2. Either Party may terminate this MOA for convenience. MISCELLANEOUS 1. Expenses; Attorney’s Fees. Each Party agrees to bear its own attorneys’ fees, accountants’ fees and other costs and expenses in connection with this MOA and the transactions contemplated hereby; provided, however, that should a dispute arise with respect to this MOA or any related transactions, the defaulting Party, or the Party not prevailing in such dispute (as the case may be), shall pay any and all costs and expenses incurred by the other Party in enforcing and/or establishing its rights hereunder (including, without limitation, court costs and reasonable attorneys’ fees determined by the Court, based on standard applicable local billing rates), all in addition to any award of damages or injunctive remedies or other relief as should be granted by any court of competent jurisdictions. 2. Counterparts; Electronic Execution. This MOA may be executed in two or more counterparts, all of which shall constitute a single instrument, and by one or more of the Parties by facsimile or e- mail transmitted signature and both Parties agree that the delivery of an executed counterpart hereby by facsimile or e-mail will have the same force and effect as the delivery of an original executed counterpart hereof. Page 37 of 62Memorandum of Agreement High Mesa Craftsmen Minor Subdivision Right of Way Swap Page 3 3. No Third Party Beneficiaries. This MOA is entered into for the sole benefit of the Parties and no third parties are intended to, or shall, be granted or deemed to enjoy any rights under this MOA. 4. Applicable Law. This MOA shall be construed and enforced in accordance with the laws of the State of Colorado, with venue in Montrose County, Colorado. 5. No Venture or Partnership. No form of joint venture or partnership exists between the Parties and nothing contained in this MOA shall be construed as making either the City or Developer joint ventures or partners of any kind. 6. No Waiver or Governmental Immunity. Nothing in this MOA shall be construed to waive, limit, or otherwise modify any governmental immunity that may be available by law to the City, its officials, employees, contractors, or agents, or any other person acting on behalf of the City and, in particular, governmental immunity afforded or available pursuant to the Colorado Governmental Immunity Act, Title 24, Article 10, Part 1 of the Colorado Revised Statutes. 7. Article X, Section 20/TABOR. The Parties understand and acknowledge that the City is subject to Article X, § 20 of the Colorado Constitution (“TABOR”). The Parties do not intend to violate the terms and requirements of TABOR by the execution of this MOA. The Parties hereby acknowledge and agree that this MOA does not create a multi-fiscal year direct or indirect debt or obligation within the meaning of TABOR and, therefore (notwithstanding anything in this MOA to the contrary), all payment obligations of the City expressly are dependent and conditioned upon the continuing availability of funds beyond the term of the City’s current fiscal period ending upon the next succeeding December 31. The Parties further acknowledge and agree that (i) the City’s obligations to perform any obligations under this MOA shall be subject to annual appropriation; and (ii) and any reduction of such appropriation, or failure to appropriate, by the City shall not constitute a default by the City under this MOA. 8. Signature Authority. Signators for each Party hereby confirm he or she is an authorized agent of the respective Party and has the full power and authority to execute and deliver this MOA as a binding document of the Party. 9. Governance. While City Staff supports this MOA and all terms contemplated herein, certain approvals are at the discretion of the City Council. Should any approval be withheld by City Council, Developer shall not have any further rights or obligations to the City. Such approval being withheld by City Council shall not give rise to any cause of action. Page 38 of 62 Memorandum of Agreement High Mesa Craftsmen Minor Subdivision Right of Way Swap Page 4 IN WITNESS THEREOF, the Parties have executed and delivered this MOA as of the Effective Date. CITY OF MONTROSE, COLORADO DEVELOPER By:_____________________________ By:_____________________________ William Bell, City Manager Jason Yeager, Member State of Colorado ) ) ss. County of Montrose ) The foregoing instrument was acknowledged before me this _____ day of ____________, 2026 by William Bell, City Manager of the City of Montrose, Colorado. Witness my hand and official seal. My commission expires: . Notary State of _____________) ) ss. County of ___________ ) The foregoing instrument was acknowledged before me this ____ day of _____________________, 2026 by Jason Yeager, member of Yeager Family Enterprises, a Colorado limited liability company. Witness my hand and official seal. My commission expires: _________. ____________________________________ Notary Page 39 of 62 HIGH MESA CRAFTSMEN MINOR SUBDIVISION SITUATED IN SECTION 28, TOWNSHIP 49 NORTH, RANGE 9 WEST, NEW MEXICO PRINCIPAL MERIDIAN CITY OF MONTROSE, COUNTY OF MONTROSE, STATE OF COLORADO VICINITY MAP PRELIMINARY ° ° ° ° ° ° ° ° ° TITLE: SUBDIVISION CLIENT: JASON YEAGER 125 Colorado Ave.▼ Montrose, CO 81401 ▼ (970) 249-2251 ADDRESS & PHONE: www.del-mont.com ▼ service@del-mont.com FIELD BOOK: DRAWN BY: DATE: SHEET: FILE: JOB NO.: TYPE: 24008V_PLAT-MINR Page 40 of 62 HIGH MESA CRAFTSMEN MINOR SUBDIVISION SITUATED IN SECTION 28, TOWNSHIP 49 NORTH, RANGE 9 WEST, NEW MEXICO PRINCIPAL MERIDIAN CITY OF MONTROSE, COUNTY OF MONTROSE, STATE OF COLORADO BASIS OF BEARINGS S33°05'31"E  LEGEND         DETAIL 1" = 30' 1" = 5' Scale in feet TITLE: SUBDIVISION 30' 0 30' 60' CLIENT: JASON YEAGER 125 Colorado Ave.▼ Montrose, CO 81401 ▼ (970) 249-2251 ADDRESS & PHONE: www.del-mont.com ▼ service@del-mont.com FIELD BOOK: DRAWN BY: DATE: SHEET: FILE: JOB NO.: TYPE: 24008V_PLAT-MINR Page 41 of 62Page 42 of 62Page 43 of 62Page 44 of 62Page 45 of 62Page 46 of 62Page 47 of 62Page 48 of 62Page 49 of 62 CITY OF MONTROSE Planning Services MEMO TO: City Council FROM: Jace Hochwalt, Community Development Director DATE: March 16, 2026 RE: Lease Agreement for 703 S. 9th Street ATTACHMENTS ● Exhibit A: Draft Lease Agreement City Council Consideration: City Council is considering approval of a lease agreement for the City-owned facility located at 703 S. 9th Street with Access Early Education Foundation for the purpose of operating a childcare center. Project Overview: The City of Montrose owns the facility located at 703 S. 9th Street, which was previously leased to the Montrose County School District through the end of the 2024–2025 school year. Following the district’s relocation in July 2025, the City initiated renovations to repurpose the approximately 4,200-square-foot building into a licensed childcare facility. Construction is now nearing completion, with an opening scheduled the first week of May. City Council approved an operator agreement with Access Early Education Foundation at the October 7, 2025 City Council meeting, and that agreement was signed on December 18, 2025. With construction substantially complete and furniture installation underway, staff is now seeking to finalize the lease agreement for the facility. The proposed lease supports the City’s broader effort to expand childcare capacity in Montrose by leveraging an existing municipal asset. It will allow the nonprofit operator to occupy and manage the facility while the City retains ownership of the property and continues to support the community childcare initiative. Under the proposed terms, the City will lease the building to Access Early Education Foundation at a nominal rate in order to support the long-term sustainability of the childcare program. The City will also cover the majority of the facility’s utility costs as part of its overall investment in the project. This structure is intended to reduce operational overhead for the provider and help ensure the facility can provide high-quality childcare services to local families. Additionally, all Page 50 of 62furniture and equipment purchased for the facility will remain with the building should the lease terminate. The initial lease term will be five years, consistent with the approved operator agreement. During this period, Access Early Education Foundation will be responsible for the day-to-day use and management of the facility in accordance with the lease terms and all applicable regulatory requirements. This arrangement allows the City to maintain ownership and oversight of the asset while partnering with an experienced nonprofit provider to deliver childcare services to the community. Recommendation: City staff recommends approval of the lease for 703 S. 9th Street to Access Early Education Foundation. Page 51 of 62 COLORADO COMMERCIAL LEASE AGREEMENT THIS COMMERCIAL LEASE AGREEMENT (“Lease” or “Agreement”) is made and effective this _____ day of __________________, 2026, by and between the CITY OF MONTROSE, State of Colorado, a Colorado home rule municipal corporation, whose address is 400 E. Main St., P.O. Box 790, Montrose, Colorado 81402-0790, hereinafter referred to as "City" and ACCESS EARLY EDUCATION FOUNDATION, a Colorado nonprofit corporation, whose address is 354 Echo Canyon Ct., Grand Junction, CO 81507, (“Lessee”); the aforementioned entities may sometimes be collectively referred to as the (“Parties"). In consideration of the mutual covenants contained herein, the parties agree as follows: 1. BASIC TERMS. The following basic terms are hereby approved by the parties and each reference in this Lease to any of the basic terms will be construed to include the provisions set forth below: Commencement Date: March 17, 2026 Term of Lease: Ending on March 31, 2031 Base Rent: $10/month Additional Rent: Taxes, if any Insurance Utilities Premises Maintenance Security System Monitoring and Maintenance, if any Permitted Use of Premises: Child Care Facility Advance rent: $0.00 Security Deposit: $0.00 2. PURPOSE. Lessor and Lessee entered into an Operator Agreement on December 18, 2025 to operate a Childcare Facility to benefit Lessor, its partner public and nonprofit entities, and the community. This Lease was contemplated by such Agreement. If that Agreement is terminated at any point during the term of this Lease, the Lease shall immediately terminate. 3. DESCRIPTION OF PREMISES. Lessor leases to Lessee the building located at 709 S. 9th St., Montrose, Colorado, 81401 (hereinafter referred to as, the “Premises”). 4. RENT. The monthly rent shall be $10.00. This shall be construed always as a monthly tenancy. 5. SECURITY DEPOSIT. A security deposit in the amount of $0.00 is held by Lessor. 6. FURNITURE. All furniture, appliances, and appurtenances on the Premises are the property of Lessor and shall remain on the Premises at termination of the Lease. 7. USE OF PREMISES. The Premises are to be used for the purpose set forth in Section 1 above. It shall be the burden of Lessee to ensure that it may lawfully conduct its intended business on the Premises with any local or governmental authority. Neither the Premises nor any part of the Premises will be used at any time during the term of this Lease by Lessee for any purpose other than the Permitted Use. Lessee covenants that Lessee will carry on and conduct its business from time to time carried on upon the Premises in such manner as to comply with all statutes, bylaws, rules and regulations of any federal, provincial, or municipal authority and will not do anything on or in the Premises in contravention of any of them. 8. RESTRICTIONS ON USE. Lessee shall not keep, use, or sell anything prohibited by any policy of fire insurance covering the Premises, and shall comply with all requirements of the insurers applicable to the Premises necessary to keep in force the fire and liability insurance. 9. WASTE, NUISANCE, OR UNLAWFUL ACTIVITY. Lessee shall not allow any waste or nuisance on the Premises, or use or allow the Premises to be used for any unlawful purpose. 10. REPAIRS AND MAINTENANCE. Lessee shall be responsible for maintaining/repairing the Premises in at its expense with the exception of the following: Lessor shall maintain/repair major plumbing issues, major HVAC issues, and major roofing/interior and exterior walls/foundation if Lessor has the resources to do so and is on notice of the necessity or repair. Page 52 of 62 If Lessor is unable to secure funding for the repair, Lessee may opt to repair/maintain such items at its sole expense or may terminate its tenancy and vacate within 15 days. Lessee shall keep the Premises free of ice and snow and debris. Lessor reserves the right in its reasonable discretion to alter, reconstruct, expand, withdraw from or add to the building from time to time. In the exercise of those rights, Lessor shall minimize any interference with Lessee’s use of the Premises and ensure that direct entrance to and exit from the Premises is maintained. Lessee shall be responsible also at its sole expense for landscaping maintenance. 11. IMPROVEMENTS TO PREMISES. Lessee shall make no improvements or alterations to the Premises without written approval by Lessor. If Lessee does make improvements without consent, Lessee is in breach of the Lease. If Lessee does make improvements with or without written consent, any such improvements shall become permanent fixtures to the Premises and may not be removed from the Premises upon abandonment, eviction, or the termination of any tenancy contemplated herein. Lessee assumes this risk and has contemplated it prior to any improvement or alteration of the Premises. In the event that Lessee does make alterations or improvements, Lessee agrees to abide by all codes, ordinances, variances, permitting requirements, etc. which apply to the Premises. It shall use an experienced engineer to monitor and approve any alteration or modification of the Premises as the building of a certain age and condition. 12. ENTRY ON PREMISES BY LESSOR. Lessor reserves the right to enter on the Premises at any time without prior written notice to Lessee to inspect them, perform required maintenance and repairs, or make additions, alterations, or modifications to any part of the building in which the premises are located, and Lessee shall permit Lessor to do so. Lessor may erect scaffolding, fences, and similar structures, post relevant notices, and place moveable equipment in connection with making alterations, additions, or repairs, all without incurring liability to Lessee for disturbance of quiet enjoyment of the Premises, or loss of occupation thereof. 13. UTILITIES. Lessor shall arrange and pay for utilities furnished to the Premises for the term of this Lease, including electricity, gas, water, sewer, waste removal. Lessee will be responsible for telephone and internet. Lessee shall not use any equipment or device that utilizes excessive electrical energy or which may, in Lessor’s reasonable opinion, overload the wiring or interfere with electrical services. 14. PARTIAL DESTRUCTION OF PREMISES. Partial destruction of the Premises shall not render this Lease void or voidable, nor terminate it except as herein provided. If the Premises are partially destroyed during the term of this Lease, Lessor shall repair them when such repairs can be made in conformity with governmental laws and regulations, within 30 days of the partial destruction. Written notice of the intention of Lessor to repair shall be given to Lessee within 10 days after any partial destruction. Rent will be reduced proportionately to the extent to which the repair operations interfere with the business conducted on the premises by Lessee. If the repairs cannot be made within the time specified above, Lessor shall have the option to make them within a reasonable time and continue this Lease in effect with proportional rent rebate to Lessee as provided for herein. If the repairs cannot be made in 30 days, and if Lessor does not elect to make them within a reasonable time, either party shall have the option to terminate this Lease. 15. NONLIABILITY OF LESSOR FOR DAMAGES. Lessor shall not be liable for liability or damage claims for injury to persons or property from any cause relating to the occupancy of the Premises by Lessee, including those arising out of damages or losses occurring on sidewalks and other areas adjacent to the leased Premises during the term of this Lease or any extension thereof. Lessee shall indemnify Lessor from all liability, loss, or other damage claims or obligations resulting from any injuries or losses of this nature. The Lessee agrees to indemnify and hold harmless the City, its elected officials, officers, employees, insurers, and self- insurance pool, from and against all liability, claims, and demands, on account of injury, loss, or damage, including without limitation claims arising from bodily injury, personal injury, sickness, disease, death, property loss or damage, or any other losses of any kind whatsoever, which arise out of or are in any manner connected with this Lease, if such injury, loss, or Page 53 of 62damage is caused in whole or in part by, or is claimed to be caused in whole or in part by, the act, omission, error, professional error, mistake, negligence, or other fault of the Lessee, or any officer, employee, representative, or agent of the Lessee, or which arise out of any workers’ compensation claim of any employee of the Lessee. The Lessee shall investigate, handle, respond to, and provide defense for and defend against any such liability, claims and demands, and bear all other costs and expenses related thereto, including court costs and attorney fees. The obligation of this Paragraph shall not be construed to extend to any injury, loss, or damage which is caused by the act, omission, or other fault of the City, its elected officials, officers, or its employees. The parties hereto understand and agree that City is relying on, and does not waive or intend to waive by any provision of this Lease, the monetary limitations or any other rights, immunities, and protections provided by the Colorado Governmental Immunity Act, C.R.S. §24-10-101 et seq. 16. INSURANCE. 16.1. Liability Insurance. Carried by Lessee. Lessee shall obtain and keep in force a Commercial General Liability Policy protecting Lessee and Lessor against claims for bodily injury, personal injury and property damage based upon or arising out of the use, occupancy or maintenance/repair of the Premises and all areas appurtenant. Lessee thereto. Such insurance shall be written on an occurrence basis in an amount not less than $1,000,000 per occurrence. The policy shall not contain any intra-insured exclusions as between insured persons or organizations, but shall include coverage for liability assumed under this Lease as an “insured contracts” for the performance of Lessee’s indemnity obligations under this Lease. In addition, Lessee shall at all times maintain in force a general liability policy in an amount of $3,000,000.00, insuring against excess losses by reason of risks insured against under the above-described primary policy. The limits of said insurance shall not, however, limit the liability of Lessee nor relieve Lessee of any obligation hereunder. Lessor shall be named as an additional insured under such liability policies. The policy shall include coverage for bodily injury, broad form property damage, personal injury (including coverage for contractual and employee acts), and blanket contractual. 16.2. Insurance Policies. Insurance required herein shall be by companies duly licensed or admitted to transact business in the state where the Premises are located, and maintaining during the policy term a “General Policyholders Rating” of at least B+, X, as set forth in the most current issue of “Best’s Insurance Guide”, or such other rating as may be required by a Lender. Lessee shall not do or permit to be done anything which invalidates the required insurance policies. Lessee shall, prior to the Commencement Date, or Lessee’s early access to the Premises, deliver to Lessor certificates evidencing the existence and amounts of the insurance required to be maintained by Lessee hereunder. No such policy shall be cancelable except after ten (10) days’ prior written notice to Lessor. Lessee shall furnish Lessor with certificates as evidence of renewals and shall continue to provide such certificates during the Term of this Lease upon the written request of Lessor therefor. Such policies shall be for a term of at least five years, or the length of the remaining Term of this Lease, whichever is less. Lessee shall procure and maintain the minimum insurance coverages listed below. Such coverages shall be procured and maintained with forms and insurers acceptable to City. In the case of any claims made policy, the necessary retroactive dates and extended reporting periods shall be procured to maintain continuous coverage. (a) Workers’ Compensation insurance to cover obligations imposed by applicable laws for any employee engaged in the performance of work under this Lease. Page 54 of 62 (b) The policy coverage as required above shall be endorsed to include the City, its officers, agents and employees as additional insured. Every policy required above shall be primary insurance and any insurance carried by the City or its employees, or carried by or provided through any insurance pool of the City, shall be excess and not contributory insurance to that provided by Lessee. No additional insured endorsement to any policy shall contain any exclusion for bodily injury or property damage arising from completed operations. The Lessee shall be solely responsible for any deductible losses under any policy required above. (c) The certificate of insurance shall be completed by the Lessee's insurance agent as evidence that policies providing the required coverage, conditions, and minimum limits are in full force and effect, and shall be reviewed and approved by the City prior to execution hereof. Failure on the part of the Lessee to procure or maintain policies providing the required coverage, conditions, and minimum limits shall constitute a material breach of contract upon which City may immediately terminate this Lease. City reserves the right to request and receive a certified copy of any policy and any endorsement thereto. (d) Lessee shall provide renter’s insurance at Lessee’s expense on the premises, adequate to cover any damage to the Leased Premises in connection with Lessee’s use thereof under the terms of this Lease. 16.3. Waiver of Subrogation. Without affecting any other rights or remedies, Lessee and Lessor each hereby release and relieve the other, and waive their entire right to recover damages against the other, for loss of or damage to its property arising out of or incident to the perils required to be insured against herein. The effect of such releases and waivers is not limited by the amount of insurance carried, or required, or by any deductibles applicable hereto. The Parties agree to have their respective property damage insurance carriers waive any right to subrogation that such companies may have against Lessor or Lessee, as the case may be, so long as the insurance is not invalidated thereby. 16.4. Indemnity. Except for Lessor’s negligence or willful misconduct (which shall include the negligence and willful misconduct of Lessor’s employees, property or asset managers, agents, representatives, contractors and invitees), Lessee shall indemnify, protect, defend and hold harmless the Lessor from and against any and all claims, damages, liens, judgments, penalties, reasonable attorneys’ and consultants’ fees, expenses and/or liabilities arising out of, involving, or in connection with, the use and/or occupancy of the Premises by Lessee. If any action proceeding is brought against Lessor by reason of any of the foregoing matters, Lessee shall upon notice defend the same at Lessee’s expense by counsel reasonably satisfactory to Lessor and Lessor shall cooperate with Lessee in such defense. Notwithstanding any other provision that may be contained in this Lease, under no circumstances shall Lessee be liable for or obligated to pay or discharge any indirect, special, punitive, incidental or consequential damage. 16.5. Hazardous Substances. (a) Restrictions on Use. For purposes of this Lease, the term “Hazardous Substance” means any flammable substance, explosives, radioactive materials, hazardous or toxic substances, materials or waste which are defined as or included within the definition of “hazardous substances,” “hazardous wastes,” “hazardous materials” or “toxic substances” which, as of the Commencement Date or at any time thereafter, are regulated under any Applicable Laws, including, without limitation, petroleum-based products, lead-based products, solvents, lead, cyanide, DDT, printing inks, acids, pesticides, ammonia compounds and other chemical substances, asbestos, asbestos-containing materials, polychlorinated biphenyls and similar compounds. Lessee shall not Page 55 of 62 cause or permit any Hazardous Substances to be generated, produced, used, stored, treated or disposed of in or about the Premises by Lessee in violation of any Applicable Laws. Notwithstanding the foregoing, it is understood and agreed that Lessee may use any ordinary and customary materials reasonably required to be used, or appropriate for use, in the normal course of the Permitted Use, so long as such use is in compliance with all Applicable Laws, and does not expose the Premises or any neighboring property to any meaningful risk of contamination or damage. (b) Duty to inform Lessor. If Lessee becomes aware that a Hazardous Substance has been released in, on, under or about the Premises by Lessee or anyone acting by or through Lessee in violation of any Applicable Laws, Lessee shall promptly give written notice of such fact to Lessor, and provide Lessor with a copy of any report, notice, claim or other documentation which is in Lessee’s possession concerning the presence of such Hazardous Substance. (c) Lessee Remediation. If Lessee shall cause or permit any Hazardous Substance to be spilled or released in, on, under, or about the Premises in violation of any Applicable Laws (including through the plumbing or sanitary sewer system), then Lessee shall promptly, at Lessee’s expense, take all investigatory and/or remedial action reasonably recommended, whether or not formally ordered or required, for the cleanup of any contamination of, and for the maintenance, security and/or monitoring of the Premises or neighboring properties, that was caused by Lessee, or pertaining to or involving any Hazardous Substance brought onto the Premises during the Term, by or for Lessee. Lessee’s obligation to remediate any such contamination shall be deemed conclusively to have been satisfied once the contamination has been reduced below applicable regulatory action levels. (d) Lessor Indemnification. Lessor and its successors and assigns shall indemnify, defend, reimburse and hold Lessee, its employees, agents, representatives, lenders and sublessee, harmless from and against any and all claims, damages (including, without limitation, costs of remediation), liabilities, judgments, penalties, fines, expenses, and reasonable attorneys’ and consultants’ fees arising out of or involving any Hazardous Substances which (i) existed on, in or under the Project, or any portion thereof, prior to Lessee’s occupancy of the Premises, (ii) are spilled or released upon any portion of the Project by any person other than Lessee or Lessee’s agents, employees, representatives, contractors, sublessee or invitees, or (iii) are caused by the negligence or willful misconduct of Lessor, or its agents, employees, contractors or invitees. Lessor’s obligations hereunder shall include, but not be limited to, the cost of investigation, removal, remediation, restoration and/or abatement, and shall survive the expiration or earlier termination of this Lease. (e) Investigation and Remediations. Lessor shall retain the sole responsibility, and shall pay for, any monitoring, investigations or remediation measures required by governmental entities having jurisdiction with respect to the existence of Hazardous Substances on the Project prior to Lessee’s occupancy of the Premises. Lessee shall cooperate reasonably in any such activities at the request of Lessor (but at no cost to Lessee), including allowing Lessor and Lessor’s agents to have reasonable access to the Premises at reasonable times in order to carry out Lessor’s monitoring, investigative and remedial responsibilities. Prior to the execution and delivery of this Lease, Lessor has disclosed to Lessee in writing the existence and location of any groundwater monitoring wells, methane gas monitoring systems, vapor extraction systems, or similar monitoring or remediation equipment installed at the Premises. Lessor agrees to provide Lessee with copies of any environmental reports Page 56 of 62 performed by Lessor or in Lessor’s possession, custody or control with respect to the Premises. (f) Termination Option. In the event that during the Term any Hazardous Substances shall be released or spilled in, on, under or about the Premises (and the release or spill is not the result of any act or omission by Lessee), and as a result thereof, Lessee reasonably concludes that the continued occupancy of the Premises could expose Lessee’s employees, sublessees, or invitees to any significant health risk, or could expose Lessee to any clean-up or other remediation obligation, Lessee shall have the right to terminate this Lease upon the delivery of a written notice of termination to Lessor. 17. REAL PROPERTY TAXES. As used herein, the term “Real Property Taxes” shall include any form of real estate tax or assessment, general, special, ordinary or extraordinary, and any license fee, commercial rental tax, improvement bond(s) or rental levy or tax (other than inheritance, income, franchise or estate taxes) imposed upon or levied against the Premises by any authority having the direct or indirect power to tax, including any city, county, state or other local taxing authority of a jurisdiction within which the Premises are located. The term “Real Property Taxes” shall also include any tax, fee, levy, assessment or charge, or any increase therein, imposed by reason of events occurring during the Term of this Lease, including but not limited to, a change in the ownership of the Premises. Lessee shall pay the Real Property Taxes applicable to the Premises during the Term of this Lease. All such payments shall be made prior to any applicable delinquency date. 18. OTHER TAXES. The Lessee shall be responsible for collecting all sales and use tax associated with the business related to taxable sales made upon the leased premises, and submitting said tax to the City, and keeping appropriate books and records thereof, pursuant to applicable City Ordinances and Regulations. Payment of sales and use taxes to the City shall be a material provision of this Lease. 19. ASSIGNMENT, SUBLEASE, OR LICENSE. Any assignment or sublease shall first be approved in writing by the Lessor herein, which approval shall not be unreasonably withheld. The Lessee shall provide a copy of the sub-lease agreement to the Lessor. Nothing in the sub- lease agreement shall supersede or contradict the terms described in this original lease agreement. Any purported assignment, sublease, or license entered into without Lessor’s written consent is void. 20. PARKING. During the term of this Lease, Lessee shall have the non-exclusive use in common with Lessor, their guests and invitees, of the non-reserved common automobile parking areas, driveways, and footways, subject to rules and regulations for the use thereof as prescribed from time to time by Lessor. Lessor reserves the right to designate parking areas in reasonable proximity to the Building, for Lessee and Lessee's agents and employees. 21. BREACH. The appointment of a receiver to take possession of the assets of Lessee, a general assignment for the benefit of the creditors of Lessee, any action taken or allowed to be taken by Lessee under any bankruptcy act, or the failure of Lessee to comply with each and every term and condition of this Lease shall constitute a breach of this Lease. Lessee shall have 5 days after receipt of written notice from Lessor of any breach to correct the conditions specified in the notice, or if the corrections cannot be made within the 5-day period, Lessee shall have a reasonable time to correct the default if action is commenced by Lessee within 30 days after receipt of the notice. 22. REMEDIES OF LESSOR FOR BREACH BY LESSEE. Lessor shall have the following remedies in addition to its other rights and remedies in the event Lessee breaches this Lease and fails to make corrections in the time permitted under this Lease: a. Lessor may terminate the Lease on giving 10 days' written notice of termination to Lessee. On termination Lessor may recover from Lessee all damages proximately resulting from the breach, including the cost of recovering the Premises and the worth of the balance of this Lease over the reasonable rental value Page 57 of 62of the premises for the remainder of the lease term, which sum shall be immediately due Lessor from Lessee. b. After re-entering, Lessor may relet the Premises or any part thereof for any term without terminating the Lease, at such reasonable rent and on such reasonable terms. Lessor may make alterations and repairs to the Premises. The duties and liabilities of the parties of the premises are relet as provided herein shall be as follows: i. In addition to Lessee's liability to Lessor for breach of the Lease, Lessee shall be liable for all expenses of the reletting, for the repairs made, and for the difference between the rent received by Lessor under the new Lease and the rent installments that are due for the same period under this Lease. ii. Lessor at its option shall have the right to apply the rent received from reletting the premises (1) to reduce Lessee's indebtedness to Lessor under Lease, not including indebtedness for rent, (2) to expenses of the reletting and repairs made, (3) to rent due under this Lease, or (4) to payment of future rent under this Lease as it becomes due. c. If Lessee is in default in the payment of any money, whether hereby expressly reserved or deemed as rent, or any part thereof, and such default continues following any specific due date on which Lessee is to make such payment, or in the absence of such specific due date, for the 3 days following written notice by Lessor requiring Lessee to pay the same then, at the option of Lessor, this Lease may be terminated and Lessor may without further notice or any form of legal process whatever forthwith reenter the Premises or any part thereof and in the name of the whole repossess and enjoy the same as of its former state anything contained herein or in any statute or law to the contrary notwithstanding. d. Unless otherwise provided for in this Lease, if Lessee does not observe, perform and keep each and every of the non-monetary covenants, agreements, stipulations, obligations, conditions and other provisions of this Lease to be observed, performed and kept by Lessee and persists in such default, after 3 days following written notice from Lessor requiring that Lessee remedy, correct or comply at the option of Lessor, this Lease may be terminated upon 3 days’ notice and Lessor may without further notice or any form of legal process whatever forthwith reenter the premises or any part thereof and in the name of the whole repossess and enjoy the same as of its former state anything contained herein or in any statute or law to the contrary notwithstanding. e. If and whenever: Lessee's leasehold interest hereunder, or any goods, chattels or equipment of Lessee located in the Premises will be taken or seized in execution or attachment, or if any writ of execution will issue against Lessee or Lessee will become insolvent or commit an act of bankruptcy or become bankrupt or take the benefit of any legislation that may be in force for bankrupt or insolvent debtor or become involved in voluntary or involuntary winding up, dissolution or liquidation proceedings, or if a receiver will be appointed for the affairs, business, property or revenues of Lessee; or Lessee fails to commence, diligently pursue and complete Lessee's work to be performed pursuant to any agreement to lease pertaining to the premises or vacate or abandon the premises, or fail or cease to operate or otherwise cease to conduct business from the premises, or use or permit or suffer the use of the premises for any purpose other than as permitted herein, or make a bulk sale of all of its goods and assets which has not been consented to by Lessor, or move or commence, attempt or threaten to move its goods, chattels and equipment out of the premises other than in the routine course of its business; or then, and in each such case, at the option of Lessor, this Lease may be terminated without notice and the term will then immediately become forfeited and void, and Lessor may without notice or any form of legal process whatever forthwith reenter Page 58 of 62 the premises or any part thereof and in the name of the whole repossess and enjoy the same as of its former state anything contained herein or in any statute or law to the contrary notwithstanding. f. In the event that Lessor has terminated the Lease pursuant to this section, on the expiration of the time fixed in the notice, if any, this Lease and the right, title, and interest of Lessee under this Lease will terminate in the same manner and with the same force and effect, except as to Lessee's liability, as if the date fixed in the notice of cancellation and termination were the end of the Lease. g. Termination by Lessee – Lessee may elect, during the pendency of the lease period, to terminate the Lease Agreement at will should it be determined by its agents that business necessity and convenience require it to do so. Termination of this Lease shall require written notice Ninety (90) days in advance from the Lessee, to be served by the Lessee at its own expense upon the Lessor. No verbal representation of any kind by either party shall be acceptable in lieu of written notice to terminate. Nor shall any verbal representation by Lessor/Agent be acceptable as authorization for premature termination by Lessee. In the event that Lessee exercises this clause to terminate the Lease, on the expiration of the time period fixed in the ninety day notice, if any, this Lease and the right, title, and interest of Lessee under this Lease will terminate in the same manner and with the same force and effect, except as to Lessee's liability under other provisions of this agreement and applicable law, as if the date fixed in the notice of termination were the end of the Lease. 23. NOTICE. Any notice required or permitted under this Lease shall be deemed sufficiently given or served if sent by hand delivery, or via United States certified mail, return receipt requested, addressed as follows: If to Lessor to: City of Montrose Attn: Community Development Director 400 East Main Street P.O. Box 790 Montrose, Colorado 81402-0790 Or City of Montrose City Attorney 400 East Main Street P.O. Box 790 Montrose, CO 81402-0790 If to Lessee to: Access Early Education Foundation Attn: Jennifer Knott 354 Echo Canyon Ct. Grand Junction, CO 81507 Lessor and Lessee shall each have the right from time to time to change the place notice is to be given under this paragraph by written notice thereof to the other party. Page 59 of 6224. ATTORNEYS’ FEES. If either party commences an action to enforce any agreement contained in this Lease, or for breach of any covenant or condition, the prevailing party shall recover reasonable attorneys’ fees in arbitration or litigation. 25. HOLDING OVER. At the end of the Term specified in Paragraph 1, Lessee shall be considered a holdover Lessee and shall be bound under the essential terms of this Lease. The Base Rent shall be $10.00 per month. 26. RIGHT TO SHOW PREMISES. Lessee acknowledges that Lessor or its agent will have the right to enter the Premises at all reasonable times to show them to prospective purchasers, encumbrancers, lessees or assignees, and may also during the ninety days preceding the termination of the terms of this Lease, place upon the Premises the usual type of notice to the effect that the Premises are for rent, which notice Lessee will permit to remain on them. 27. QUIET POSSESSION. Subject to payment by Lessee of the Rent and performance of all of the covenants, conditions and provisions on Lessee’s part to be observed and performed under this Lease, Lessee shall have quiet possession and quiet enjoyment of the Premises during the entire Term hereof. This is qualified and subject to any action by Lessee to, with Lessor’s approval, enter into any sublease or assignment pursuant to paragraph 19 of this Lease Agreement. 28. WAIVER OF CONSEQUENTIAL DAMAGES. Anything to the contrary in the Lease notwithstanding, Parties hereby waives any consequential damages, compensation or claims for inconvenience of loss of business, rents or profits as a result of any injury or damage, whether or not caused by the willful or wrongful act of Lessor or Lessee or its representatives, agents or employees. 29. SEVERABILITY. If there is a conflict between any provision of this Lease and the applicable legislation of the State of Colorado (the "Act"), the Act will prevail and such provisions of the Lease will be amended or deleted as necessary in order to comply with the Act. Further, any provisions that are required by the Act are incorporated into this Lease. 30. AMENDMENT OF LEASE. Any amendment or modification of this Lease or additional obligation assumed by either party in connection with this Lease will only be binding if evidenced in writing signed by each party or an authorized representative of each party 31. NO WAIVER. No provision of this Lease will be deemed to have been waived by Lessor or Lessee unless a written waiver from Lessor or Lessee, respectively, has first been obtained and, without limiting the generality of the foregoing, no acceptance of rent subsequent to any default and no condoning, excusing or overlooking by Lessor on previous occasions of any default nor any earlier written waiver will be taken to operate as a waiver by Lessor or in any way to defeat or affect the rights and remedies of Lessor. 32. LESSOR MAY PERFORM. If Lessee fails to observe, perform or cause any of the provisions of this Lease to be observed, performed or kept by it and such failure is not rectified within the time limits specified in this Lease, Lessor may, but will not be obligated to, at its discretion and without prejudice, rectify the default of Lessee. Lessor will have the right to enter the Premises for the purpose of correcting or remedying any default of Lessee and to remain until the default has been corrected or remedied. However, any expenditure by Lessor incurred in any correction of a default of Lessee will not be deemed to waive or release Lessee's default or Lessor’s right to take any action as may be otherwise permissible under this Lease in the case of any default. 33. GOVERNING LAW. This agreement shall be governed by the laws of the State of Colorado, both as to interpretation and performance. Venue shall be in Montrose County, Colorado. 34. GENERAL PROVISIONS a. This Lease will extend to and be binding upon and inure to the benefit of the respective heirs, executors, administrators, successors and assigns, as the case may be, of each party to this Lease. All covenants are to be construed as conditions of this Lease. b. All sums payable by Lessee to Lessor pursuant to any provision of this Lease will be deemed to be additional rent and will be recovered by Lessor as rental arrears. Page 60 of 62c. Lessee shall comply with all laws, orders, ordinances and other public requirements now or hereafter pertaining to Lessee's use of the Leased Premises. d. Headings are inserted for the convenience of the parties only and are not to be considered when interpreting this Agreement. Words in the singular mean and include the plural and vice versa. Words in the masculine mean and include the feminine and vice versa. e. This Agreement may be executed in counterparts. f. Time will be of the essence of this Agreement. g. This Lease will constitute the entire agreement between Lessor and Lessee. Any prior understanding or representation of any kind preceding the date of this Lease will not be binding on either party except to the extent incorporated in this Lease. In particular, no warranties of Lessor not expressed in this Lease are to be implied. h. This Agreement terminates and supersedes all prior understandings or agreements on the subject matter hereof. This Agreement may be modified only by a further writing that is duly executed by both parties. i. Nothing herein shall represent a multi-year fiscal obligation to the City, and any expenditures of money by the City in accordance with this Lease shall be subject to the annual appropriation of funds. Either party may terminate this agreement within 120 days written notice. j. There shall be no third-party beneficiaries to this Lease with rights of enforcement. This Lease may only be enforced by the Lessor and the Lessee. k. No key copies may be made by Lessee or at its direction without the express written consent of Lessor. All keys shall be obtained from Lessor, and all keys shall be returned to Lessor upon the end of the tenancy. Lessee acknowledges that copies of all keys will be retained by Lessor and Lessee agrees that the locks shall not be changed or new locks installed by Lessee, unless at Lessor’s request. Page 61 of 62IN WITNESS WHEREOF, the parties have executed and made effective this Lease as of the day and year first above written. LESSOR: CITY OF MONTROSE LESSEE: ACCESS EARLY EDUCATION FOUNDATION _________________________________ ___________________________________ David Frank, Mayor Jennifer Knott, Executive Director STATE OF COLORADO ) ) SS. COUNTY OF MONTROSE ) The foregoing instrument was acknowledged before me this _____ day of __________________________, 2026, by David Frank, Mayor for CITY OF MONTROSE. Witness my hand and official seal. My commission expires: _________. (SEAL) Notary STATE OF COLORADO ) ) SS. COUNTY OF MONTROSE ) The foregoing instrument was acknowledged before me this ____ day of ______________________, 2026, by Jennifer Knott, Executive Director for ACCESS EARLY EDUCATION FOUNDATION. Witness my hand and official seal. My commission expires: _________. (SEAL) ____________________________________ Notary Page 62 of 62