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HomeMy WebLinkAboutE-ELEVATION CERTIFICATE - 1221 West Elizabeth Street - CANAL IMPORTATIONCity of Fort Collins Utilities CERTIFICATION of NO-RISE This is to certify that I am a duly qualified registered Professional Engineer licensed to practice in the State of Colorado. It is further to certify that the attached technical data supports the fact that the proposed or as-built (name of development) activities in the floodway do not create an adverse rise or drop in base flood elevation (BFE), change in watercourse location, add new area within the floodway, or result in any physical change to the hydrology or hydraulic conveyance within the floodway in accordance with Code §10-45(2), or a change to floodway boundaries on (stream name) at published or unpublished cross-sections in the FEMA Flood Insurance Study or the City of Fort Collins Flood Study dated (study date) in the vicinity of the proposed development. I acknowledge that all attached documents were prepared by me or under my review, and all are true and accurate to the best of my knowledge. I further acknowledge that by this certification I am and will be the Engineer of Record for this project, and that any violations or recertification efforts are my responsible charge; (initial to acknowledge). Attached are the following documents that support my findings: 1. 2. 3. 4. 5. 6. 7. 8. Signature: Name (printed): Company Name: Date: PE Stamp 12/6/23 NO-RISE CERTIFICATION (POST-CONSTRUCTION) FOR EVENTS CENTER BUILDING REMODEL 1221 WEST ELIZABETH, FORT COLLINS, CO 80521 Prepared for: Marisol Health, Inc. 6240 Smith Rd. Denver, CO 80216 Prepared by: TAIT & Associates, Inc. 6163 East County Road 16 Loveland, Colorado 80537 Phone: (970) 613-1447 Fax: (970) 613-1897 Pre-Construction Certification: June 22, 2023 Revised: July 19, 2023 Revised for Post-Construction Certification: December 6, 2023 2 Purpose This letter serves as documentation to show that the proposed improvements within the high risk floodway and floodplain for the Events Center Remodel have been evaluated and determined that there will be no rise on the current effective base flood elevation (BFE) and does not result in changes to the floodway and/or floodplain boundaries (City of Fort Collins flood map Canal Importation Basin CSU-Shields Underpass LOMR dated February 24, 2020). All constructed improvements are in compliance with the current City of Fort Collins floodplain regulations and municipal code. Background and Introduction The extent of work within the floodway includes replacement of an existing sanitary sewer service line, replacement of exiting landscaping with concrete paving, and replacement of existing concrete sidewalk in kind. The existing sanitary service line was replaced using an open trench approximately 105 feet by 4 feet wide and 4 feet deep. The extent of work within the floodplain includes replacement of existing concrete sidewalk in kind. All concrete and asphalt were replaced to match existing grades. The relevant Special Hazard Flood Area(s) are the Canal Importation Floodway and Canal Importation Floodplain along West Elizabeth Street. This site drains to the Old Town Basin per the Current Fort Collins Master Drainage Plan. Applicable Floodplain Ordinances and Compliance Floodplain Ordinances Compliance § 10-16 – Definitions. Excavation, paving, and change in use are considered development. A Floodplain development permit has been issued for the work performed. § 10-27 - Floodplain use permit - A floodplain use permit shall be obtained from the Utilities Executive Director before any construction or development begins within any flood hazard area established pursuant to this Article. A Floodplain development permit has been issued for the work performed. § 10-45 – Floodway Evaluations. The development, obstruction or activity must be shown by appropriate floodplain modeling to result in no increase in base flood elevations. A Certificate pre-construction and post- construction signed by a professional engineer must be provided. This letter along with associated survey and photos provide certification that this development did not result in a rise in the floodway. § 10-47. - Changes of use. No person shall cause, nor permit on property under said person's ownership or control, the construction or installation of improvements on the property, or a new use of the property or any portion thereof, if the same shall result in a use or expansion of a use of the property inconsistent with the requirements and prohibitions of this Article. This project and improvements did not have any negative impacts on the floodplain and did not result in any use that is inconsistent with Article II of Chapter 10 of the Fort Collins Municipal Code. 3 § 10-105 (3,4,5,6,7)- Construction of new hard surface paths, trails and walkways, placement of fill, outdoor storage associated with nonresidential use, whether temporary or permanent, construction of new driveways and parking areas, and placement of new vegetation in the floodway in a location or of a quantity or type that is determined by the Utilities Executive Director to likely result upon maturity in an increase in base flood elevations is prohibited, unless all applicable requirements, including, but not limited to, the requirements of § 10-45, are met. Outdoor parking that meets the definition of outdoor storage in § 10-16 shall be subject to regulation as outdoor storage. All applicable requirements from section 10-45 were met as part of this remodel project. No areas within the Special Flood Hazard Area will be used for storage during or after construction. Post Construction Recertification Post-construction photos and as-built survey have been provided. An analysis of the final and original conditions was performed, and the constructed grades match existing grades to 0.0 feet when rounded. There is one location indicated in Figure 1 that varies from the pre-construction survey due to rounding. The full decimal in the pre-construction survey reads 5029.240’ and in the post-construction survey reads 5029.283.’ The difference from pre-construction to post- construction is within the 0.049’ tolerance for City Floodways per chapter 10 of the Municipal Code. This is certificate signed and stamped by a professional engineer to ensure the improvements were constructed within general compliance of the plans, there has been no rise in BFE, no adjustments to the floodway or floodplain boundaries, and all requirements of chapter 10 of the Fort Collins Municipal Code have been met. Conclusion Based on the information presented in this letter and the attachments provided, the exterior work performed as part of the remodel at 1221 West Elizabeth Street has no impact on the BFE and relevant SFHA’s. Please feel free to reach out with any questions. Sincerely, Timothy Uhrik, PE Vice President Figure 1 4 W Elizabeth Street 1 2 3 4 5 PHOTOS KEYMAP 5 Photo 1.1 (NW Corner looking NE) - Pre-construction. Photo 1.2 (NW Corner looking NE) - Post-construction. 6 Photo 2.1 (NE Corner looking SE) - Pre-construction. Photo 2.1 (NE Corner looking SE) - Post-construction. 7 Photo 3.1 (NE Corner looking S) - Pre-construction. 8 Photo 3.2 (NE Corner looking S) - Post-construction. 9 Photo 4.1 (NE Corner looking NW) - Pre-construction. Photo 4.2 (NE Corner looking NW) - Post-construction. 10 Photo 5.1 (NE Corner looking E) - Pre-construction. Photo 5.2 (NE Corner looking E) - Post-construction. 1221 WEST ELIZABETH STREET 29.5 EOC 29.6 EOC 29.6 EOC 29.6 EOC 29.6 EOC 29.6 EOC 29.7 EOC 29.7 EOC 29.4 SWALE 29.4 EOC 29.4 EOC 29.5 EOC 29.5 EOC 29.4 EOC 29.4 EOC 29.7 EOC 29.7 EOC 29.7 EOC 29.4 EOC 29.3 EOC 29.4 EOC 29.3 EOC 29.3 EOC 29.5 EOC 29.1 EOC 29.6 EOC29.8 EOC 29.8 EOC 29.8 EOC 29.6 EOC 29.5 EOC 29.3 EOC 29.4 EOC 29.1 EOC 29.0 EOC 29.0 EOC 29.0 EOC 29.0 EOC 28.9 CONC 28.5 CS28.5 CS 28.5 TBC 28.0 FL 28.0 FL 28.5 TBC 28.9 CONC 28.9 CONC 28.6 TBC 28.1 FL 28.9 CONC 29.1 CONC 29.4 CONC 29.1 CONC 28.4 EOC 28.3 EOC 28.8 ASPH 28.9 ASPH 29.0 ASPH 29.0 ASPH 29.0 ASPH 28.9 ASPH 28.9 ASPH 28.9 ASPH 29.0 ASPH 29.4 EOC 29.4 EOC 29.6 EOC 29.5 EOC 29.5 EOC 29.5 EOC 29.4 EOC 29.3 EOC 29.4 EOC 29.2 EOC 29.1 EOC 29.1 EOC 29.1 EOC 29.2 CONC 29.1 EOC 29.2 EOC29.2 CONC 29.1 CONC 29.0 CONC28.9 CONC 28.9 CONC 28.9 TBC EOC 28.9 FL 28.8 FL 28.9 TBC EOC 29.0 TBC EOC 28.7 FL 28.7 FL 29.0 TBC EOC 29.0 TBC EOC 28.7 FL 28.6 FL 29.1 TBC EOC 29.0 TBC EOC 28.5 FL 29.0 TBC EOC 29.0 TBC EOC 28.5 FL 28.6 FL 28.5 FL 29.0 TBC EOC 28.9 TBC EOC 28.4 FL 28.4 FL 28.9 TBC EOC 28.8 TBC EOC 28.3 FL 28.2 FL 28.7 TBC EOC 28.6 TBC EOC 28.2 FL 28.4 TBC EOC 27.9 FL 28.8 EOC 29.0 EOC 28.9 EOC 29.0 CONC 29.1 CONC 29.2 CONC 29.3 CONC 29.4 CONC 29.1 CONC 29.6 EOC 29.4 EOC 29.3 EOC 29.3 EOC 29.1 EOC 28.2 EOC 28.3 EOC 28.4 EOC 28.5 EOC 28.5 EOC 28.6 EOC 28.7 EOC 28.7 EOC 28.8 EOC 28.8 EOC28.8 EOC 28.8 EOC 28.4 ASPH NEW 28.6 ASPH NEW 28.5 ASPH NEW 28.3 ASPH NEW 28.6 ASPH EX 29.0 ASPH EX 29.0 ASPH EX 29.0 ASPH EX 970-232-9645 www.WashburnSurveying.com Sheet 1 of 1 Project #: 2023-024 Date: Nov. 9, 2023 Scale: 1"=15' Drawn: CRW POST-CONSTRUCTION EXISTING CONDITION EXHIBIT Scale: 1"=20' ELEVATIONS SHOWN ARE FROM AS-BUILT SURVEYS OF THE SITE PERFORMED ON OCTOBER 24, 2023 SURVEYOR'S STATEMENT I, CHAD R. WASHBURN, A DULY LICENSED PROFESSIONAL LAND SURVEYOR, IN THE STATE OF COLORADO, HEREBY STATE THAT THE ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF FORT COLLINS BENCHMARK "PAULUS" AND WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND IS BASED MY KNOWLEDGE, INFORMATION AND BELIEF. THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. CHAD R. WASHBURN, PROFESSIONAL LAND SURVEYOR COLORADO PLS 37963 FOR AND ON BEHALF OF WASHBURN LAND SURVEYING, LLC. ELEVATIONS ARE BASED ON THE CITY OF FORT COLLINS, NAVD 88 DATUM, AND ARE REFERENCED TO BENCHMARK "PAULUS" HAVING AN ELEVATION OF 5025.82 FEET. 1,128 188.1 FCMaps This map is a user generated static output from the City of Fort Collins FCMaps Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. City of Fort Collins - GIS 143.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Feet143.0071.50 Notes Legend 857 Street Names FEMA Floodplain FEMA High Risk - Floodway FEMA High Risk - 100 Year FEMA Moderate Risk - 100 / 500 Year City Floodplains City High Risk - Floodway City High Risk - 100 Year City Moderate Risk - 100 Year City Limits PROPERTY LOCATION W ELIZABETH ST W PROSPECT RD S S H I E L D S S T S T A F T H I L L R D S B R Y A N A V E UNIVERSITY AVE WESTWARD DR W LAKE ST W LAKE ST SPRINGFIELD DR CA S T L E R O C K D R CO N S T I T U T I O N A V E CI T Y P A R K A V E 99 NAME 0000 150 SF B1.2 999D 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ XX 99.9 LEVEL 100'-0" DETAIL CALLOUT BUILDING SECTION INTERIOR ELEVATION EXTERIOR ELEVATION NORTH ARROW REVISION TAG & CLOUD KEYNOTE REFERENCE ROOM TAG WALL TAG DOOR TAG WINDOW TAG FINISH TAG CONSTRUCTION GRID LEVEL ELEVATION INDICATOR SPOT ELEVATION 99.9 EXISTING CONSTRUCTION GRID A100 DESCRIPTION 100'-0" 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WALL SECTION 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _DETAIL SECTION 1 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ?100 00'-0" XXX CEILING TAG LVT-01 1 A100 ALTERNATES SUMMARY ALTERNATE A: INTERIOR PARTITION HEIGHTS BASE BID: INTERIOR PARTITIONS TO DECK :ACCEPTED • WALLS LABELED A1.1 & C1.1 EXTEND TO BOTTOM OF DECK AS SHOWN ON DRAWINGS. DEDUCT ALTERNATE: INTERIOR PARTITIONS TO 6" ABOVE CEILING : REJECTED • ALL INTERIOR PARTITIONS TO BE 6" ABOVE CEILING HEIGHT. • EXCEPT FOR FURRING WALLS ON EXTERIOR WALLS TO GO TO BOTTOM OF DECK. • REFERENCE MECHANICAL DRAWINGS FOR ALTERNATE PRICING RELATED TO DUCTING AND TRANSFER OPENINGS. ALTERNATE B: EXTERIOR INFILL FINISH ON WALL PANELS BASE BID: FIBER-CEMENT SIDING PANELS :REJECTED • REMOVE EXISTING T&G WOOD PANELING, AND SEAL EXISTING CMU SURFACE WITH FLUID-APPLIED AIR BARRIER. INSTALL NEW FIBER- CEMENT SIDING PANELS OVER 3/4" FURRING STRIPS. CAULK AND PAINT ALL JOINTS AND PERIMETER. ADD ALTERNATE: CERAMIC TILE :ACCEPTED • REMOVE EXISTING T&G WOOD PANELING. INSTALL NEW TILE OVER OVER EXISTING CMU SURFACE REFER TO EXTERIOR DETAILS. ALTERNATE C: EXTERIOR STUCCO BAND TREATMENT BASE BID: PAINT STUCCO BAND : REJECTED • PREP AND PRIME EXISTING PAINTED STUCCO FOR NEW PAINT. CAULK WHERE STUCCO ABUTS MASONRY AND FILL ANY CRACKS PRIOR TO PAINTING. PAINTED FINISH PER FINISH SCHEDULE. ADD ALTERNATE: METAL PANEL BAND :ACCEPTED • INSTALL NEW METAL PANEL SYSTEM AT EXTERIOR STUCCO BAND. REFER TO DETAILS. ALTERNATE D: EXTERIOR WINDOW/DOOR LOUVERED SUNSHADE S BASE BID: NO LOUVERED SUNSHADES : REJECTED • EXISTING CONDITION TO REMAIN. NOT ADDING METAL LOUVERED SUNSHADES OVER WINDOWS/DOORS. REFER TO EXTERIOR ELEVATIONS. ADD ALTERNATE: EXTERIOR WINDOW/DOOR LOUVERED SUNSHADES :ACCEPTED • PROVIDE NEW METAL LOUVERED SUNSHADES OVER WINDOWS/DOORS AS SHOWN ON DRAWINGS REFER TO ROOF PLAN, ELEVATIONS, AND DETAILS. ALTERNATE E: EXTERIOR ANIT-GRAFFITI COATING BASE BID: PROVIDE ANTI-GRAFFITI COATING :ACCEPTED • AT BRICK LOCATIONS, AND AT ABOVE-GRADE CAST-IN-PLACE CONCRETE WALLS IF APPLICABLE, GRAFFITI-RESISTANT COATINGS ARE TO BE APPLIED FROM GRADE TO 8 FEET ABOVE GRADE. DEDUCT ALTERNATE: NO ANTI-GRAFFITI COATING : REJECTED • EXISTING CONDITION TO REMAIN. NO ANTI-GRAFFITI COATING APPLIED. ALTERNATE F: EXTERIOR CORRIDOR SHADE STRUCTURES BASE BID: NO EXTERIOR CORRIDOR SHADE STRUCTURES : ACCEPTED • BID AS DRAWN. NO SHADE STRUCTURES. ADD ALTERNATE: PROVIDE EXTERIOR CORRIDOR SHADE STRUCTURES :REJECTED • PROVIDE THREE (3) TRIANGULAR "SAIL" SHADE STRUCTURES APPROXIMATELY 17' X 17' X 17'. MOUNT 2 POINTS EACH TO EAST FACE OF BUILDING AND 1-POINT EACH TO A TOTAL OF (2) 4"X8' POWDER COATED METAL POLES BETWEEN THE SITTING BOULDERS WITHIN THE EXISTING PLANTERS. ALTERNATE G: HAS BEEN DELETED BASE BID SHALL INCLUDE THE FOLLOWING: • BASE BID SHALL INCLUDE THE FOLLOWING: 1. GC IS RESPONSIBLE TO PROVIDE ENTIRE AND COMPLETE SYSTEM, INCLUDING IN THE BASE BID THE UNITS WHICH HAVE BEEN ORDERED AND ALL OTHER ELEMENTS. 2. ELECTRICAL CONTRACTOR TO PROVIDE A FUSED DISCONNECT AT THE RTUS. REFER TO ELECTRICAL DRAWINGS. • OWNER HAS PROCEEDED WITH INITIATING PROCUREMENT OF THE RTUS. OWNER HAS NOT MADE ANY ADVANCE PAYMENTS. • OWNER INTENDS TO ASSIGN THE CONTRACT OF THE RTUS TO THE SUCCESSFUL BIDDER. • SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. • REFER TO ATTACHED “RTU ORDER FORM” AND SUBMITTAL DOCUMENTS INCLUDED WITH BID ADDENDUM 01. • CONTACT INFORMATION: LOHMILLER & COMPANY BRIAN SUHR CELL: (720)254-0632 EMAIL: BSUHR@CARRIERWEST.COM ALTERNATE H: EXTERIOR TELECOM BASE BID: EXISTING EXTERIOR TELECOM TO REMAIN :ACCEPTED • EXISTING EXTERIOR TELECOM TO REMAIN. DO NOT RELOCATE. ADD ALTERNATE: RELOCATE EXISTING EXTERIOR TELECOM : REJECTED • MOVE EXISTING EXTERIOR TELECOM TO BE ADJACENT WITH ELECTRICAL EQUIPMENT TO BE PUT INSIDE THE FENCE. REFER TO ELECTRICAL DRAWINGS. ALTERNATE J: FLOODPROOFING BASE BID: INCLUDE FLOODPROOFING SCOPE : ACCEPTED • INCLUDE THE FLOODPROOFING SCOPE OF WORK AS SHOWN IN DRAWINGS DEDUCT ALTERNATE: REMOVE FLOODPROOFING SCOPE :REJECTED • PROVIDE PROPOSED DEDUCT COST TO OMIT THE FOLLOWING SCOPES OF WORK: • DELETE APPLIED FLOODPROOFING MEMBRANE. • DELETE SUMP IT AND SUMP PUMP AND RELATED INFRASTRUCTURE. • DELETE REMOVABLE FLOOD BARRIERS. • OMIT ALL SCOPE RELATED TO UNIT PRICES FOR CMU GROUTING. 1 1 ALLOWANCES SUMMARY 1. INCLUDE $5K ALLOWANCE FOR TEMPORARY WEATHER PROTECTION AFTER ASBESTOS ABATEMENT AT PERIMETER OF ROOF. TO BE TRACKED AS TIME & MATERIALS EXPENDITURE. 2. PROVIDE $5K ALLOWANCE FOR ANTICIPATED IMPROVEMENTS TO THE EXTERIOR MONUMENT SIGN FOR GENERAL PAINTING, ELECTRICAL REPAIR AND GRAPHICS REPLACEMENT. RE: PROJECT MANUAL ALLOWANCE SUMMARY. © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17th Street Suite 104 Denver, Colorado 80202 (303) 227-9453 INTEGRATIONDESIGNGROUP.COM EVENTS CENTER BUILDING REMODEL5/ 1 5 / 2 0 2 3 7 : 3 6 : 1 9 A M Z: \ 0 _ P r o j e c t s \ 1 9 1 2 M a r i s o l F t C o l l i n s \ 2 C A D D \ M o d e l s \1 9 1 2 _ M a r i s o l He a l t h _ R 2 3 _ m a t t h e w . r o c k e r s ( R e c o v e r y ) . r v t 09 MAY 23 A000 COVER EV E N T S C E N T E R B U I L D I N G RE M O D E L 12 2 1 W E S T E L I Z A B E T H S T R E E T | F O R T C O L L I N S , C O L O R A D O | 8 0 5 2 1 ARCHITECT'S PROJECT NUMBER: 1912 EVENTS CENTER BUILDING REMODEL 1221 WEST ELIZABETH STREET | FORT COLLINS, COLORADO | 80521 (N) NEW @ AT A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE ADA AMERICANS WITH DISABILITIES ACT ADDM ADDENDUM ADJ ADJACENT, ADJUST(ABLE) AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROV APPROVED APPROX APPROXIMATELY ARCH ARCHITECT / ARCHITECTURAL AUTO AUTOMATIC AVG AVERAGE BD BOARD BLDG BUILDING BO BOTTOM OF BOC BACK OF CURB BOT BOTTOM BRS BEARINGS BSMT BASEMENT BTW BETWEEN BUR BUILT UP ROOF C COURSE CIP CAST IN PLACE CIR CIRCLE CIRC CIRCUMFERENCE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR (ANCE) CMU CONCRETE MASONRY UNIT COL. COLUMN COMB COMBINATION COMP COMPACT, COMPACTED CONC CONCRETE CONF CONFERENCE CONSTR CONSTRUCTION CONT CONTINUOUS COORD COORDINATE CORR CORRIDOR CPT CARPET CS COURSES CT CERAMIC TILE CTR CENTER, CENTERED D DEEP FRYER DBL DOUBLE DEG or ° DEGREE DEMO DEMOLITION DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA or Ø DIAMETER DIAG DIAGRAM, DIAGONAL DIM DIMENSION DISP DISPENSER DISPL DISPOSAL DN DOWN DR DOOR DS DOWNSPOUT DTL DETAIL DWG DRAWING DWR DRAWER E EAST EA EACH EJ EXPANSION JOINT ELEC ELECTRIC (AL) ELEV ELEVATION, ELEVATOR ENGR ENGINEER EQ or = EQUAL EQUIP OR EQMT EQUIPMENT ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER EXH EXHAUST EXIST (E) EXISTING EXT EXTERIOR FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FFE FINISH FLOOR ELEVATION FIN FINISH (ED) FIXT FIXTURE FLR FLOOR FND FOUNDATION FO FACE OF FR FIRE RESISTANT, FIRE RATED FRMG FRAMING FRZ FREEZER FTG FOOTING FURN FURNISH, FURNISHED, FURNITURE FUT FUTURE GA GAUGE GALV GALVANIZED GB GRAB BAR PROJECT TEAM OWNER OWNER REPRESENTATIVE JIM BAILEY MARISOL HEALTH, INC. 6240 SMITH ROAD DENVER, CO 80216 VP OPERATIONS 720-799-9241 DESIGN TEAM ARCHITECTURE & INTERIORS ADAM HERMANSON, AIA INTEGRATION DESIGN GROUP, PC 730 17TH STREET, SUITE 104 DENVER, CO 80202 (303) 227 9453 MECHANICAL & PLUMBING ENGINEER JUSTIN MONTGOMERY, PE DESIGN POINT ENGINEERING, LLC 19 OLD TOWN SQUARE, SUITE 238 FORT COLLINS, CO 80524 (970) 430 5783 ELECTRICAL ENGINEER YANCY SCHNEIDER, PE COR ENGINEERING, LLC PO BOX 271550 FORT COLLINS, CO 80527 (970) 658 9887 STRUCTURAL ENGINEER PAUL GALLAGHER, PE GEBAU INC. 168 CENTENNIAL PARKWAY, SUITE 180 LOUISVILLE, CO 80027 303-444-8545 LANDSCAPE ARCHITECT ROBERT MOLLOY PLANSCAPES, LLC 980 NORWAY MAPLE DRIVE LOVELAND, CO 80538 (970) 988 5301 PROJECT SUMMARY PROJECT DESCRIPTION PROJECT WILL CONSIST OF CHANGE-OF-USE FROM AN EVENT CENTER TO A MEDICAL CLINIC, WITHIN 3,360 SQ FT SINGLE-TENANT, SINGLE-STORY BUILDING IN THE CAMPUS WEST SUBDIVISION. PROJECT WILL INCLUDE COMPLETE INTERIOR REMODEL, WITH NEW ROOFTOP MECHANICAL EQUIPMENT, ROOF REPLACEMENT, BUILDING-MOUNTED SECURITY LIGHTING, LANDSCAPE REPLACEMENT, AND WINDOW REPLACEMENT. CODE SUMMARY APPLICABLE CODES AS ADOPTED AND AMENDED BY THE CITY OF FORT COLLINS, COLORADO: 2021 IBC 2021 IECC 2021 IFC 2021 IMC 2021 IFGC 2021 INTERNATIONAL EXISTING BUILDING CODE 2020 NEC 2018 IPC SEE SHEET A003 FOR CODE ANALYSIS. PROJECT LOCATION GRAPHIC SYMBOLS DOCUMENTS INDEX NUMBER NAME GENERAL A000 COVER LANDSCAPE LS1 LANDSCAPE PLAN LS2 IRRIGATION PLAN LS3 TREE PROTECTION AND MITIGATION PLAN ARCHITECTURAL A003 CODE ANALYSIS A006 WALL & PARTITION TYPES A007 DOOR & WINDOW TYPES, SCHEDULE A101 DEMOLITION SITE PLAN A110 ARCHITECTURAL SITE PLAN A200 DEMOLITION FLOOR PLAN A201 DEMOLITION ROOF PLAN A210 CONSTRUCTION FLOOR PLAN A230 CONSTRUCTION ROOF PLAN A310 REFLECTED CEILING PLAN A400 EXTERIOR ELEVATIONS A700 INTERIOR FINISH PLANS A710 INTERIOR ELEVATIONS A711 INTERIOR ELEVATIONS A712 INTERIOR ELEVATIONS A800 DOOR, WINDOW, STOREFRONT, DETAILS A801 DOOR, WINDOW, STOREFRONT, DETAILS A810 EXTERIOR DETAILS A811 EXTERIOR DETAILS A850 INTERIOR DETAILS A851 INTERIOR DETAILS STRUCTURAL S1.1 FOUNDATION PLAN S1.2 ROOF FRAMING PLAN S1.3 ROOF FRAMING PLAN ADD ALTERNATE MECHANICAL M001 MECHANICAL NOTES AND LEGENDS M200 MECHANICAL DEMOLITION PLAN M210 MECHANICAL REMODEL PLAN M800 MECHANICAL SCHEDULES & DETAILS PLUMBING P001 PLUMBING NOTES & LEGEND P200 PLUMBING DEMOLITION FLOOR PLAN P201 PLUMBING DEMOLITION ROOF PLAN P210 PLUMBING REMODEL FLOOR PLAN P230 PLUMBING REMODEL ROOF PLAN P800 PLUMBING DETAILS P801 PLUMBING SCHEDULES ELECTRICAL ..E-0.0 ELECTRICAL COVER SHEET ..E-0.1 ELECTRICAL ONE LINE DIAGRAM ..E-0.2 ELECTRICAL SCHEDULES ..E-0.3 ELECTRICAL DETAILS ..E-0.4 ELECTRICAL SPECIFICATIONS ..E-0.5 LIGHTING SPECIFICATIONS ..ED-1.0 ELECTRICAL DEMOLITION FLOOR PLAN ..ES-1.0 ELECTRICAL SITE PLAN .EP-1.0 ELECTRICAL FLOOR PLAN .EP-1.1 ELECTRICAL ROOF PLAN EL-1.0 LIGHTING FLOOR PLAN EL-2.0 PHOTOMETRIC PLAN EL-2.1 LIGHTING CUTSHEETS EL-2.2 LIGHTING CUTSHEETS EL-2.3 LIGHTING CUTSHEETS PROJECT MANUAL DIV. 00 PROCUREMENT AND CONTRACTING REQUIREMENTS DIV. 01 GENERAL REQUIREMENTS DIV. 02 EXISTING CONDITIONS DIV. 03 CONCRETE DIV. 04 MASONRY DIV. 05 METALS DIV. 06 WOOD, PLASTICS, AND COMPOSITES DIV. 07 THERMAL AND MOISTURE PROTECTION DIV. 08 OPENINGS DIV. 09 FINISHES DIV. 10 SPECIALTIES DIV. 11 EQUIPMENT DIV. 12 FURNISHINGS DIV. 22 PLUMBING DIV. 23 HEATING, VENTILATING AND AIR CONDITIONING DIV. 26 ELECTRICAL DIV. 27 COMMUNICATIONS DIV. 31 EARTHWORK DIV. 32 EXTERIOR IMPROVEMENTS DIV. 33 UTILITIES ABBREVIATIONS GC GENERAL CONTRACTOR, CONSTRUCTION GRND GROUND GYP GYPSUM H HIGH HB HOSE BIBB HC HANDICAPPED HD HEAD HD HEAVY DUTY HDR HEADER HDWR OR HDW HARDWARE HM HOLLOW METAL HO HOLD OPEN HORZ HORIZONTAL HT HEIGHT HTG HEATING HVAC HEATING VENTILATION & AIR CONDITIONING HW HOT WATER IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IFC INTERNATIONAL FIRE CODE ILO IN LIEU OF IN or " INCHES INCL INCLUDED, INCLUDING INSUL INSULATION, INSULATED INT INTERIOR JAN JANITOR JST JOIST JT JOINT KIT KITCHEN L. LENGTH LA LAYER LAB LABORATORY LAM LAMINATE LAV LAVATORY LB or # POUND LF LINEAL FEET LH LEFT HAND LT LIGHT LVR LOUVER MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MFR MANUFACTURER MH MAN HOLE MIN MINIMUM, MINUTE MISC MISCELLANEOUS MM MILLIMETER(S) MO MASONRY OPENING MTD MOUNTED MTL METAL N. NORTH NEC NECESSARY NIC NOT IN CONTRACT NO or # NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OVERHEAD OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OTS OPEN TO STRUCTURE P-LAM PLASTIC LAMINATE PART PARTITION PER PERIMETER PLBG PLUMBING PREFAB PREFABRICATED PRKG PARKING PROP PROPERTY PT PAINT QTR QUARTER R RISER, RADIUS RB RUBBER BASE RD ROOF DRAIN, ROAD RE REFERENCE REC RECESSED RECPT RECEPTACLE REF REFRIGERATOR REFL REFLECTED REINF REINFORCE (MENT), REINFORCING REM REMOVABLE REQ'D REQUIRED RET RETURN REV REVISION RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RTU ROOF TOP UNIT S SOUTH, SINK SB SPLASH BLOCK SCHED SCHEDULE SECT SECTION SF SQUARE FEET SHT SHEET SHTHG SHEATHING SHWR SHOWER SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATION(S) SPK SPEAKER SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STR STAIR STRUC STRUCTURE , STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL SYS SYSTEM T&G TONGUE AND GROOVE TBD TO BE DETERMINED TEMP TEMPORARY THK THICK (NESS) THRU THROUGH TLT/TOIL TOILET TO TOP OF TOC TOP OF CURB, TOP OF CONCRETE TOM TOP OF MASONRY TOS TOP OF STEEL TOW TOP OF WALL TP TOILET PAPER TS TUBE STEEL TYP TYPICAL UC UNDERCUT UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VENT VENTILATOR VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VIN VINYL W WEST, WIDE, WATT W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WIN WINDOW WR WATER RESISTANT WT WEIGHT WWF WELDED WIRE FABRIC X TIMES, BY 1 1 ∆ISSUE DATE A PERMIT AND CONSTRUCTION 20 DEC 22 1 BID ADDENDUM 01 09 FEB 23 2 PERMIT & CONSTRUCTION REV 1 09 MAY 23 2 48' - 0"18' - 0" 34 ' - 0 " 70 ' - 0 " 15 ' - 5 " + / - 02.1102.11 02.08 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 02.20 02.20 02.20 02.20 02.22 02.09 BIKE LANE BIKE LANE ADA PARKING BIKE LANE 02.22 02.20 02.24 02.24 ELIZABETH STREET EASEMENT EASEMENT 02.15 02.15 EXISTING BUILDING NO CHANGE IN FOOTPRINT 3,360 SQ FT 02.20 02.36 02.37 02.34 02.39 AL I G N 1 1 102.39 2 02.392 2 02.40 2 1' - 0"1' - 0" 2 FLOODWAY HIGH RISK FLOOD PLAIN FLOODPLAIN KEY • BASE FLOOD ELEVATION (BFE) = 5029.7 (100'-9") • BUILDING FFE (APPROXIMATE) = 5029 (100'-0") • FLOOD PROOFING ELEVATION = BFE + 12" (102'-0") © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17th Street Suite 104 Denver, Colorado 80202 (303) 227-9453 INTEGRATIONDESIGNGROUP.COM EVENTS CENTER BUILDING REMODEL5/ 1 5 / 2 0 2 3 7 : 3 6 : 2 1 A M Z: \ 0 _ P r o j e c t s \ 1 9 1 2 M a r i s o l F t C o l l i n s \ 2 C A D D \ M o d e l s \1 9 1 2 _ M a r i s o l He a l t h _ R 2 3 _ m a t t h e w . r o c k e r s ( R e c o v e r y ) . r v t 09 MAY 23 A101 DEMOLITION SITE PLAN EV E N T S C E N T E R B U I L D I N G RE M O D E L 12 2 1 W E S T E L I Z A B E T H S T R E E T | F O R T C O L L I N S , C O L O R A D O | 8 0 5 2 1 ARCHITECT'S PROJECT NUMBER: 1912 GENERAL KEYNOTES 02.08 EXISTING MONUMENT SIGN TO REMAIN; RE: ALLOWANCE SUMMARY. 02.09 EXISTING SIDEWALK TO REMAIN. 02.11 REMOVE EXISTING CONCRETE BLOCK WITH BOLLARD. 02.15 EXISTING LIGHT POLE TO REMAIN. 02.20 EXISTING LANDSCAPE TO REMAIN. 02.22 REMOVE EXISTING CONCRETE. 02.24 REMOVE EXISTING ROOFTOP UNITS RE: MECHANICAL. 02.34 REMOVE EXISTING UTILITY PANELS RE: ELEC. 02.36 REMOVE LANDSCAPE ELEMENTS; PREP FOR NEW CONCRETE SIDEWALK. 02.37 PARTIAL CONCRETE PAD TO REMAIN AROUND EXISTING MONUMENT SIGN. 02.39 REMOVE AND REPLACE CONCRETE TO MATCH EXISTING AS NECESSARY. CONFIRM SCOPE OF REMOVAL WITH ARCHITECT BEFORE DEMO BEGINS. 02.40 EXISTING UTILITY PANEL TO REMAIN RE: ELEC. SITE PLAN INFORMATION HAS BEEN INCORPORATED FROM PREVIOUS DOCUMENTS AND HAS NOT BEEN VERIFIED BY A PROFESSIONAL SURVEY. 1/16" = 1'-0" DEMO SITE PLAN1 1 2 ∆ISSUE DATE A PERMIT AND CONSTRUCTION 20 DEC 22 1 BID ADDENDUM 01 09 FEB 23 2 PERMIT & CONSTRUCTION REV 1 09 MAY 23 2 4' - 0" +/-48' - 0" +/-18' - 0" +/- 34 ' - 0 " + / - 70 ' - 0 " + / - 15 ' - 5 " + / - 02.15 EXISTING BUILDING NO CHANGE IN FOOTPRINT 3,360 SQ FT 02.08 32.01 32.01 32.01 32.04 32.02 11.13 11.13 32.01 32.05 32.01 02.15 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E BIKE LANE BIKE LANE ADA PARKING BIKE LANE ELIZABETH STREET 32.06 32.08 EASEMENT EASEMENT 1 1 1 32.04 • IN ADDITION TO WORK REQUIRED FOR GRADE CLEANOUT AS INDICATED ON P210, CONTRACTOR SHALL INCLUDE COST TO REPLACE 4" SEWER LINE FROM BUILDING SEWER MAIN IN ELIZABETH STREET, UP TO AND INCLUDING THE TAP CONNECTION. • APPROX 105 LF OF 4”PIPE UP TO 4 FEET DEEP. • REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. • WORK TO INCLUDE: • SAW CUTTING, REMOVAL AND REPLACEMENT OF ASPHALT AS NEEDED IN THE STREET TO COMPLY WITH CITY STANDARDS (UP TO 8 TONS, STANDARD HOT PATCH) • SAW CUTTING, REMOVAL AND REPLACEMENT OF TWO CITY SIDEWALK STONES AND ONE GUTTER PAN TO COMPLY WITH CITY STANDARDS, FROM SEAM TO SEAM (UP TO 3 YARDS) • REMOVAL AND REPLACEMENT OF THE EXISTING SOIL WITH FLOWABLE BACKFILL MATERIAL IN THE STREET (UP TO 5 YARDS) • SAW CUTTING, REMOVAL WITHOUT REPLACEMENT OF ON PROPERTY CONCRETE AS NEEDED • COMPACTION OF BACKFILL, AS NEEDED • INSTALLATION OF 4”DOUBLE WYE CLEANOUTS TO GRADE, WITH TRAFFIC RATED COVERS • R-10 INSULATION BOARD (2" THICK MIN.) OVER ALL EXTENTS WHERE NEW LINE IS LESS THAN 36”BELOW FINISHED GRADE • TRAFFIC CONTROL IN THE STREET • REMOVAL OF BUSHES AS NEEDED • HAULING AND DISPOSAL OF DEBRIS, SITE CLEANUP • ALL APPLICABLE PERMITS AND INSPECTIONS SANITARY SEWER LINE REPLACEMENT SCOPE OF WORK1 32.01 32.01 APPROX. LOCATION OF SANITARY SEWER LINE 1 2 32.04 2 2 2 FLOODWAY HIGH RISK FLOOD PLAIN FLOODPLAIN KEY • BASE FLOOD ELEVATION (BFE) = 5029.7 (100'-9") • BUILDING FFE (APPROXIMATE) = 5029 (100'-0") • FLOOD PROOFING ELEVATION = BFE + 12" (102'-0") © 2022 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17th Street Suite 104 Denver, Colorado 80202 (303) 227-9453 INTEGRATIONDESIGNGROUP.COM EVENTS CENTER BUILDING REMODEL5/ 1 5 / 2 0 2 3 7 : 3 6 : 2 1 A M Z: \ 0 _ P r o j e c t s \ 1 9 1 2 M a r i s o l F t C o l l i n s \ 2 C A D D \ M o d e l s \1 9 1 2 _ M a r i s o l He a l t h _ R 2 3 _ m a t t h e w . r o c k e r s ( R e c o v e r y ) . r v t 09 MAY 23 A110 ARCHITECTURAL SITE PLAN EV E N T S C E N T E R B U I L D I N G RE M O D E L 12 2 1 W E S T E L I Z A B E T H S T R E E T | F O R T C O L L I N S , C O L O R A D O | 8 0 5 2 1 ARCHITECT'S PROJECT NUMBER: 1912 GENERAL KEYNOTES 02.08 EXISTING MONUMENT SIGN TO REMAIN; RE: ALLOWANCE SUMMARY. 02.15 EXISTING LIGHT POLE TO REMAIN. 11.13 NEW ROOFTOP UNITS RE: MECHANICAL. 32.01 EXISTING LANDSCAPE AREA; RE: LANDSCAPE DRAWINGS. 32.02 NEW CLEAR FINISHED CEDAR FENCE. 32.04 NEW CONCRETE PAVING PER CITY OF FORT COLLINS SIDEWALK STANDARDS. 32.05 MODIFIED LANDSCAPE AREA; RE: LANDSCAPE DRAWINGS. 32.06 EXISTING CONCRETE WALKWAY TO REMAIN. . 32.08 NEW INTEGRAL COLOR CONCRETE PAVING WITH WASHED/EXPOSED AGGREGATE. MATCH APPEARANCE OF EXISTING TO GREATEST EXTENT POSSIBLE. 1/16" = 1'-0" SITE PLAN1 SITE PLAN INFORMATION HAS BEEN INCORPORATED FROM PREVIOUS DOCUMENTS AND HAS NOT BEEN VERIFIED BY A PROFESSIONAL SURVEY. 1 2 2 ∆ISSUE DATE A PERMIT AND CONSTRUCTION 20 DEC 22 1 BID ADDENDUM 01 09 FEB 23 2 PERMIT & CONSTRUCTION REV 1 09 MAY 23