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11/04/24 Parks and Recreation Commission Meeting November 04, 2024 7:00 PM Fridley Civic Campus, 7071 University Avenue N.E. Agenda Call to Order Roll Call Approval of Agenda Approval of Meeting Minutes 1. October 7, 2024 Parks and Recreation Commission Minutes Open Forum The open forum allows the public to address the Commission on subjects that are not on the Regular Agenda. The Commission will accept feedback or questions from the public and asks that comments are limited to five minutes or less. New Business 2. Welcome and Introductions - New Parks and Recreation Commission Member Melissa Luna 3. Commons Park Recreation Building Project Update 4. Moore Lake Community Building Rental Policy Review Old Business Staff Reports 5. Springbrook Nature Center Report 6. Fridley Parks and Recreation Division Report 7. Park Maintenance and Construction Report Adjournment Accessibility Notice:  If you need free interpretation or translation assistance, please contact City staff.  Si necesita ayuda de interpretación o traducción gratis, comuníquese con el personal de la ciudad. 1 Parks and Recreation Commission Meeting 11/4/2024 Agenda Page 2  Yog tias koj xav tau kev pab txhais lus los sis txhais ntaub ntawv dawb, ces thov tiv tauj rau Lub Nroog cov neeg ua hauj lwm.  Haddii aad u baahan tahay tarjumaad bilaash ah ama kaalmo tarjumaad, fadlan la xiriir shaqaalaha Magaalada. Upon request, accommodation will be provided to allow individuals with disabilities to participate in any City of Fridley services, programs or activities. Hearing impaired persons who need an interpreter or other persons who require auxiliary aids should contact CityClerk@FridleyMN.gov or (763) 572-3450. 2 Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. AGENDA REPORT Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission Submitted By: Mike Maher, Parks and Recreation Director Title October 7, 2024 Parks and Recreation Commission Minutes Background Attached are the meeting minutes of the October 7, 2024 Parks and Recreation Commission. Financial Impact None. Recommendation Staff recommends approval of the October 7, 2024 Parks and Recreation Commission minutes. Attachments and Other Resources  October 7, 2024 Parks and Recreation Minutes. 3 Item 1. 1 Park Commission Meeting October 7, 2024 7:00 PM Fridley City Hall, 7071 University Avenue NE Minutes Call to Order Chair Borman called the Parks and Recreation Commission meeting to order at 7:00 p.m. Present Luke Cardona EB Graham Peter Borman Tim Kirk Don Whalen Absent Ken Schultz Also Present Mike Maher, Parks and Recreation Director Cody Rosetti, Springbrook Nature Center Interpretive Coordinator Susan Bauer, Parks and Recreation Administrative Assistant Approve Parks & Recreation Commission Agenda for October 7, 2024 Motion by Commissioner Kirk to approve the October 7, 2024 meeting agenda. Seconded by Commissioner Graham. The motion passed unanimously. Approve Parks & Recreation Commission Minutes for September 3, 2024 Motion by Commissioner Graham to approve the September 3, 2024 meeting minutes. Seconded by Commissioner Whalen. The motion passed unanimously. Open Forum Justin Bauer stated that he is a Boy Scout and present to earn the final two badges on his pathway to becoming an Eagle Scout. New Business 4 Item 1. Park Commission 10/7/2024 Minutes Page 2 1. Springbrook Nature Center Pumpkin Night in the Park Cody Rosetti, Springbrook Nature Center Interpretive Coordinator, introduced himself and stated that Pumpkin Night in the Park will take place this year on Saturday, October 19th. He provided details on the event and noted that volunteers are still needed. He stated that there is a park and ride with a shuttle as parking onsite is limited. Tickets are $12 and can be purchased in person at City Hall or Springbrook Nature Center, or online with an additional convenience fee. 2. Commons Park Site Plan Review Mike Maher, Parks and Recreation Director, summarized the different community engagement that was done to prepare for the Commons Park concept and reviewed the themes that were identified through that process. He presented the original concept plan and compared that to the schematic design, highlighting items that had been changed. Commissioner Whalen identified the berm on the north end of the parking lot and asked if there would be a fence in addition to the berm. Mr. Maher commented that he did not believe the plan called for fencing on City property. He explained the purpose of the berm is to block lights from vehicles from shining into homes and noted that many homes already have their own fencing. Commissioner Graham asked the number of parking stalls. Mr. Maher estimated that the new lot would have about 70 stalls, which is about double of what currently exists. Chair Borman recognized residents and those involved in the creation of the original concept present in the audience and welcomed input. Kevin Johnson, 63rd Avenue, commented that staff has been great to work with and stated that the group likes the new concept, and their concerns have been resolved. He appreciated the berm and extended parking, agreeing that most of those homes along that stretch have their own fencing. He stated that he likes the revised concept and believes that his neighbors agree. He recognized that the park is an amenity and one of the reasons they purchased their home. He noted that his only comment would be whether the high school would desire a 90-foot baseball field for their JV games. Mr. Maher commented that the intent is to have the ability on the northwest field for magnetic bases that can be moved to the different distances to accommodate the needs of the community. He stated that an existing softball field at Community Park is also going to be modified to have the adjustable bases as well. Commissioner Cardona referenced the firepit and asked if that would be for public use, staff use, or renting. Mr. Maher replied that the current intention would be for that to be a gas firepit and would be controlled through a locked access that would require staff to turn it on and off and would not be available for general public use. 5 Item 1. Park Commission 10/7/2024 Minutes Page 3 Chair Borman asked for details on lighting throughout the park. Mr. Maher provided more specific details on the schematic plans as they have been updated, identifying the different amenities proposed to be included. He provided details on lighting, noting that the lighting plan may shift as things move along. Commissioner Graham asked if both hockey rinks would be removed. Mr. Maher confirmed that the hockey rinks are being removed and explained that the intent is to separate the utility area from the general park use as a best practice. He noted that there would be a community skating area around the park building and other community rinks in the community. Commissioner Graham asked and received confirmation that the only parking would be in the north lot. Commissioner Cardona noted that the community feedback showed that the hockey rink was not a desired amenity. He stated that he does support the additional parking being added, especially as they have seen the demand at Moore Lake. Mr. Maher provided more details on the potential uses of the green space within the plan. Motion by Commissioner Cardona to endorse the schematic design plans for Commons Park. Seconded by Commissioner Whalen. The motion passed unanimously. 3. Non-Profit Fee Waiver Request Mr. Maher provided background information on the non-profit fee waiver request process. He stated that two requests have been received from Lee Carlson Center and Mississippi Watershed Management Organization and provided details for each of those requests. Commissioner Whalen asked if the weekdays are typically full for rentals. Mr. Maher replied that generally the weekends are full for bookings but lighter during the weekdays, with perhaps two or three rentals on weekdays. Commissioner Cardona asked and received confirmation that these are the first two requests for a reduced rate at Moore Lake. Mr. Maher explained that this fee waiver request process was established about two months ago. Commissioner Cardona stated that while he supports this, he would not support weekend requests and recognized that most non-profits can afford to pay the non-profit rate. He expressed concern that this could set a precedent and open the doors for requests. Commissioner Kirk stated that he would be inclined to deny most waiver requests as it would tend to favor larger, more organized groups. He believed that there is value in having a fee and noted that he would not want to get into a pattern of receiving and approving fee waiver requests. He stated that he would support flexibility for the event that straddles the line of being a half or full day event. 6 Item 1. Park Commission 10/7/2024 Minutes Page 4 Chair Borman agreed that request from the watershed could make sense as they are only renting for a half day, but the time straddles the line. He also agreed with the concerns that have been expressed about approving a complete fee waiver as that could open the door for additional requests and there are costs for operating the facility. Commissioner Cardona stated that he could support these requests tonight and perhaps staff brings back a review of the policy at a future meeting. Motion by Commissioner Cardona to approve the full waiver for a half-day rental fee waiver request for Lee Carlson Center for the event on Thursday, November 21, 2024 and to approve the fee waiver request to pay the half-day rental fee for a full-day rental for Mississippi Watershed Management Organization for their event on Thursday, October 17, 2024. Seconded by Commissioner Graham. The motion passed unanimously. Commissioner Cardona stated that he would like the Commission to revisit this policy at a future meeting. Mr. Maher confirmed that he can bring this forward to a future agenda along with information from other communities. 4. Scholarship Program Report Mr. Maher provided background information on the scholarship program, which was implemented last fall. He provided an overview of the use of the scholarship program during the last year and stated that staff recommends no changes to the program. He stated that the intent would be to continue to review the program on an annual basis. Chair Borman asked if there is a maximum funding for this program. Mr. Maher commented that a maximum amount was set per person, but no maximum for the program itself. Commissioner Cardona asked if utilization of the program has increased from the previous year. Susan Bauer, Parks and Recreation Administrative Assistant, stated that the 40-student number is steady from the previous year. She stated that this has allowed families to participate in the program recurrently. She noted that younger siblings are entering the program this year, which is exciting to see. Staff Reports 5. Springbrook Nature Center Report Mr. Maher provided an overview of the written report, highlighting maintenance and construction, school programs, the expanded nature play area, and the upcoming Pumpkin Night in the Park event. 6. Fridley Parks and Recreation Division Report 7 Item 1. Park Commission 10/7/2024 Minutes Page 5 Mr. Maher stated that the class and activity offerings were included in the packet, noting good enrollment in the after-school classes which have filled to capacity. He highlighted recent events and provided a recap of recent facility rentals. He noted that the adult athletic leagues continue to grow in popularity. 7. Park Maintenance and Construction Report Mr. Maher provided an update on the progress of different park projects. Unfinished Business None. Adjournment Commissioner Graham made the motion to adjourn the meeting at 8:34 p.m. Seconded by Commissioner Kirk. The motion passed unanimously. Respectfully submitted, Mike Maher, Staff Liaison 8 Item 1. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. AGENDA REPORT Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission Submitted By: Mike Maher, Parks and Recreation Director Title Welcome and Introductions - New Parks and Recreation Commission Member Melissa Luna Background The Fridley City Council appointed Melissa Luna to fill a vacancy on the Parks and Recreation Commission. As Ms. Luna joins the Commission, it will be helpful to have each of the Commissioners and staff share a brief personal introduction to describe their role, interests and experiences as a Fridley resident and member of the Parks and Recreation Commission. Financial Impact None. Recommendation None. Attachments and Other Resources  None 9 Item 2. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. AGENDA REPORT Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission Submitted By: Mike Maher, Parks and Recreation Director Title Commons Park Recreation Building Project Update Background A comprehensive renovation of Commons Park is scheduled to begin in the summer of 2025 and plans for the park site and a community recreation building have transitioned from concept design to schematic design for budgeting and creation of construction drawings for project bidding. The site design package was reviewed by the Commission in October and staff will present an update on the park building including exterior renderings, floor plan, a look at possible interior finishes. Financial Impact Staff are working with a $5 million budget for the Commons Park Recreation Building and the timeline is slightly ahead of the site work due to the architect’s schedule to complete drawings before our desired time to bid the project. The site work is currently over the original budget and a process of value engineering and budget analysis is underway Recommendation Staff recommends that the Commission provide an endorsement of the current building design to Council. Attachments and Other Resources  2024_10.10 Exterior Renders.pdf"  2024_10.25 Fridley Commons Park Building_DD Set_Combined.pdf" 10 Item 3. FHGDUDYHQXHVRPLQQHDSROLV01_WHO   &OLHQW3URMHFW1XPEHU1DPH )5,'/(<&2002163$5. %8,/',1* 6'(;7(5,259,(:62ZQHU $/80,180&/$'',1*62)),7 352'8&7/21*%2$5' 67</(721*8($1'*5229(3/$1. &2/257$%/(:$/187 6,=(:[ / %/2&.9(1((5 352'8&7&5($7,9(0,1(6 67</(&$59('5(&7$1*/( &2/25%,6&8,7 6,=([ $/80,180&20326,7(3$1(/ 352'8&7$/8&2%21' 67</(3/86'5<5(9($/ &2/25/,*+7$12',=('%521=( '9,(: 6287+$3352$&+ '9,(: 1257+($67'9,(: 6287+:(67 11 Item 3. 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Fridley Commons Park Design Development Interior Finishes Fridley Commons Park October 24, 2024 HCM ARCHITECTS 29 Item 3. Finish Legend Resilient Flooring - Milliken, Merge Forward - High Ground, HIG121 Sun Kissed, 7" x 48" Plank Tile Flooring - Ceramic Tileworks Atelier, Grey Light Honed, 12"x24". Install: Ashlar, with Epoxy Grout Carpet - Milliken, Clean Break - Head Start, HEA120, Sensible, 50cm x 50cm. Install: Monolithic Track off/ Walk off Carpet - Milliken, Obex Tile, Cut/Stipple, STC119 Dark Grey, 50cm x 50cm. Install: Monolithic Sealed Concrete Wallcovering - Carnegie, Xorel, Meteor, Color Varies, Up to 8'-2" AFF. Fry Reglet WCTBT125- 217 trim at top wallcovering termination Mural - Custom painted mural by local artist; full height; provide level 5 finish at wall Metal / wood Panel - Urban Evolutions, Dimensional Wall Panel, Tributary, White Oak, 48" x 96" Panel Wall Tile - Ceramic Tileworks Glassalike Grigio Grooves Wall Tile, 4x12", Glossy. Install: Vertical stacked bond up to 6'-0" on all restroom walls, full height to ceiling at drinking fountains. Schluter Jolly at top edge of wall tile transitions. Wall Base - Johnsonite 4" Rubber Base throughout; Johnsonite Millwork 8" Exhibit Rubber Base at Warming/ Breakout area Millwork: Wilsonart Quartz Counters, Wilsonart Laminate Cabinets, Standard Wire Pull Floor & Wall Finishes Plan HCM ARCHITECTS Fridley Commons Park October 24, 2024 30 Item 3. Gyp Bd ACT ACT Exposed Exposed Ceiling Finishes HCM ARCHITECTS Fridley Commons Park October 24, 2024 Ceiling Legend Reception, Quiet Room, Warming/Breakout: 2x2 ACT, Armstrong Ultima Lay-In, 24" x 24", 3/4" Thick, Beveled Tegular 9/16, .75 NRC Soft Seating / Circulation: Armstrong Acoustic Cloud, METALWORKS Linear - SYNCHRO Ceiling Planks, Effects Walnut; AXIOM Vector, Wood Looks Walnut, .70 NRC, General Size of each cloud to be 14'-0" x 14'-0" Kitchen: 2x2 ACT, Armstrong Clean Room VL, 24" x 24", 5/8" Thick, Square Lay-In 15/16, 40 CAC Restrooms & Toilet Room: Gyp Bd Mech, Storage, Water, Janitor: Exposed Activity Rooms: Large Format ACT, Armstrong Optima Concealed, White, 24"x 72", 7/8" Thick, Beveled Concealed 15/16 Edge .90 NRC; Gyp Bd Soffit at Perimeter Vestibules: Gyp Bd 31 Item 3. Fridley Commons Park October 24, 2024 HCM ARCHITECTS Preliminary Palette Material Imagery 32 Item 3. 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”  [  126&$/(6 7<3,&$/522)'(&.23(1,1*'(7$,/ ”     6 6(&7,21$77+(50$/&211(&7,21 5(9,6,21 '$7( '(6&5,37,21 %<  ''6(7 39 Item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tem 3. 1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL FIRE PROTECTION DRAWINGS. 2. ALL WORK IS NEW UNLESS OTHERWISE NOTED. 3. ALL FIRE PROTECTION WORK SHALL BE IN ACCORDANCE WITH THE CURRENT FIRE PROTECTION CODE AND ALL APPLICABLE LOCAL CODES AND DRAWINGS. 4. ALL FIRE PROTECTION AND SPRINKLER MATERIALS AND COMPONENTS (AUTOMATIC SPRINKLERS, PIPE, FITTINGS, PIPE HANGERS, CONTROL VALVES, ETC.) SHALL BE UL LISTED AND BEAR FACTORY MUTUAL APPROVAL AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL COMPONENTS USED IN FIRE PROTECTION SYSTEMS SHALL BE IN ACCORDANCE WITH THE OWNER AND BUILDING GUIDELINES, STANDARDS AND SPECIFICATIONS. 6. PROVIDE WET-PIPE SPRINKLERS IN ALL AREAS, UNLESS OTHERWISE NOTED. 7. SECURE WATER FLOW TEST DATA TAKEN FROM FIRE HYDRANTS NEAREST SITE. IF RECENT FLOW TEST DATA (LESS THAN ONE-YEAR OLD) IS NOT AVAILABLE FROM CITY RECORDS, MAKE NECESSARY TESTS AS REQUIRED BY NFPA STANDARDS TO DETERMINE CHARACTER OF WATER SUPPLY. MINIMUM OF 20 PSI DROP IN PRESSURE BETWEEN STATIC AND RESIDUAL PRESSURE SHALL BE REQUIRED IN ORDER TO OBTAIN ACCURATE DATA. 8. ADD 10 PSI OR 10% CONTINGENCY FACTOR, WHICHEVER IS GREATER, TO HYDRAULIC CALCULATIONS. 9. EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SUSPENDED CEILING SHALL BE AS INDICATED ON REFLECTED CEILING PLANS. 10. MINIMUM PRESSURE AT END SPRINKLER HEAD 7 PSI, OR AS REQUIRED BY SPRINKLER HEAD, WHICHEVER IS GREATER. 11. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ACCORDANCE WITH NFPA STANDARD NO. 13 AND FACTORY MUTUAL 0.5 2-8N. 12. MAXIMUM FLOW VELOCITY SHALL NOT EXCEED 20 F.P.S. 13. ENDS OF ALL CROSS MAINS SHALL BE PROVIDED WITH THREADED FLUSHING CONNECTION NO MORE THAN 2 INCHES IN DIAMETER. 14. PROVIDE AUXILIARY DRAINS FOR ALL PIPING BELOW DUCT SPRINKLERS AND OPEN TRAPPED SECTIONS. PIPING TO SINGLE SPRINKLER IS EXCLUDED. 15. PROVIDE FLUSHING CONNECTIONS WHERE REQUIRED BY NFPA AND F.M. 16. COORDINATE WITH OWNER FOR ALL SHUTDOWNS. 17. PROVIDE TEST CONNECTIONS AT HIGHEST POINT OF MAIN PORTION OF EACH SPRINKLER SYSTEM, WITH 1" PIPE AND VALVE. TEST PIPE SHALL BE CONNECTED TO SPRINKLER PIPE AT LEAST 1-1/4" IN SIZE AND SHALL DISCHARGE OUTSIDE BUILDING OR THROUGH 1/2" SMOOTH BORE BRASS OUTLET, WHERE IT CAN BE EASILY SEEN. 18. PROVIDE ADDITIONAL SPRINKLERS UNDER OBJECTS AND DUCTWORK WIDER THAN 48". SPRINKLERS SHALL BE EQUIPPED WITH WIRE GUARDS. 19. THE REUSE OF EXISTING SPRINKLERS, PIPING, VALVES AND TRIM SHALL BE PROHIBITED. 20. SPRINKLER TYPE AND TEMPERATURE RATING SHALL BE IN ACCORDANCE WITH SCHEDULE UNLESS NOTED OTHERWISE AND/OR REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 21. COORDINATE ALL PIPE PENETRATIONS AND CORING WITH STRUCTURAL ENGINEER AND IN ACCORDANCE WITH DIVISION 01. 22. ALL MISCELLANEOUS MOUNTING HARDWARE, ATTACHMENTS, SUPPLEMENTAL STEEL AND MEANS OF SUPPORTING DUCTWORK/PIPING/EQUIPMENT FROM BUILDING STRUCTURE SHALL BE SIZED FOR ITS INTENDED PURPOSE AND CAPACITY RATING. COORDINATE WITH HARDWARE MANUFACTURER FOR SPECIFIC REQUIREMENTS AND FIELD CONDITIONS AT POINT OF CONNECTION. REVIEW ALL ATTACHMENTS TO STRUCTURE WITH OWNER’S STRUCTURAL ENGINEER. 23. REFER TO ARCHITECTURAL DRAWINGS FOR ALL CEILING RELATED WORK. 24. COORDINATE ALL NEW FIRE PROTECTION WORK WITH ALL EXISTING AND/OR NEW DUCTWORK, PIPING AND UTILITIES OF ANY SYSTEMS. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE INTENT OF THE DESIGN. REROUTE ANY PIPING AROUND EXISTING AND/OR NEW SYSTEMS INCLUDING ALL REQUIRED FITTINGS AND SUPPORTS TO MAKE THE INSTALLATION OF THE PIPING AND SPRINKLERS POSSIBLE. RESEAL ANY FIRE AND/OR SMOKE RATED PENETRATIONS THAT HAVE BEEN AFFECTED AS A RESULT OF THE MODIFICATION. FIRE PROTECTION GENERAL NOTES THE ENTIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED TO MEET THE FOLLOWING CRITERIA: 1. LIGHT HAZARD OCCUPANCY - INCLUDING BUT NOT LIMITED TO ACTIVITY ROOMS, JANITOR'S CLOSET, RECEPTION, CIRCULATION, TOILETS: DENSITY 0.10 GPM PER SQ. FT. OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. AREA, MAXIMUM COVERAGE PER SPRINKLER 225 SQ. FT, 100 GPM HOSE ALLOWANCE. 2. ORDINARY HAZARD OCCUPANCY (GROUP 1) - INCLUDING BUT NOT LIMITED TO STORAGE (NOT INCLUDING HIGH PILED, COMMODITY STORAGE, ETC.), MECHANICAL ROOMS, IT ROOM, KITCHEN: DENSITY 0.15 GPM PER SQ. FT. OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. AREA, MAXIMUM COVERAGE PER SPRINKLER 130 SQ. FT, 250 GPM HOSE ALLOWANCE. 3. EQUIVALENT FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL BE IN ACCORDANCE WITH NFPA STANDARD NO. 13. 4. DISCHARGE FROM EACH SPRINKLER SHALL NOT BE LESS THAN REQUIRED FOR AREA COVERED BY THIS SPRINKLER. AREA COVERAGE PER SPRINKLER SHALL BE DETERMINED IN ACCORDANCE WITH NFPA STANDARD NO. 13. 5. HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK TO CONNECTION TO SPRINKLER FLOOR CONTROL VALVE ASSEMBLY/WATER SUPPLY. 6. THE WATER SUPPLY SERVING THE SPRINKLER SYSTEM SHALL BE CAPABLE OF SUPPLYING THE MOST HYDRAULICALLY DEMANDING AREA FOR THE DURATION REQUIRED BY NFPA NO. 13. SPRINKLER DESIGN CRITERIA NFPAFIRE PROTECTION SYMBOL LIST T CONNECT TO EXISTING DISCONNECT FROM EXISTING EXISTING PIPING EXISTING WORK TO BE REMOVED COMBINED FIRE STANDPIPE & SPRINKLER PIPING FIRE STANDPIPE PIPING (STANDALONE) SPRINKLER PIPING DRY SPRINKLER PIPING PRE-ACTION SPRINKLER PIPING DRAIN PIPING PIPING BELOW SLAB HEAT TRACE / FREEZE PROTECTION CABLE & INSULATION SLOPED CHANGE IN PIPE ELEVATION BOTTOM PIPE CONNECTION TOP PIPE CONNECTION CAPPED OUTLET PIPE DOWN/DROP PIPE RISE/UP PIPE SLOPE VALVE IN VERTICAL UNION WATER PROOF SLEEVE SLEEVE FIRE HOSE VALVE FIRE HOSE VALVE IN CABINET FIRE HOSE VALVE w/HOSE IN CABINET FIRE HOSE VALVE w/FIRE EXTINGUISHER ROOF MANIFOLD (3-WAY) FLOOR CONTROL VALVE ASSEMBLY VALVE ASSEMBLY AC - ALARM CHECK DR - DRY PIPE PA - PRE ACTION FIRE DEPARTMENT CONNECTION FIRE HYDRANT PRESSURE RELIEF VALVE ISOLATION VALVE OUTSIDE SCREW & YOKE (OS & Y) VALVE CHECK VALVE PRESSURE REDUCING VALVE SOLENOID VALVE FLOAT VALVE Y STRAINER w/BLOW-OFF VALVE REDUCED PRESSURE DETECTOR ASSEMBLY DOUBLE CHECK DETECTOR ASSEMBLY HYDRAULIC REF. POINTS # = ELEMENT, # = NODE TAMPER SWITCH WATERFLOW SWITCH PRESSURE GAUGE w/GAUGE COCK RISER DESIGNATION: X = RISER SERVICE; # = RISER NUMBER EXTEND EXISTING SPRINKLER PIPING TO NEW SPRINKLER HEAD PUMP CONCENTRIC REDUCER ECCENTRIC REDUCER FIRE PUMP TEST HEADER PUMP CONTROLLER AUTOMATIC TRANSFER SWITCH DSP RPDA DCDA ATS # F PA DR S # FE-X X FSP S X # NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F OR C O N S T R U C T I ON PROJECT NUMBER 24 / 1 0 / 2 0 2 4 0 7 : 4 3 : 2 9 p . m . Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t F-000 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING FIRE PROTECTION COVER SHEET 24375 FIRE PROTECTION ABBREVIATIONS ABD AUTOMATIC BALL DRIP AC ALARM CHECK AD AREA DRAIN AFF ABOVE FINISHED FLOOR ATS AUTOMATIC TRANSFER SWITCH BLDG BUILDING BOP BOTTOM OF PIPE CFM CUBIC FEET PER MINUTE CLG CEILING CONS CONSTRUCTION DEMO DEMOLITION DIA DIAMETER DN DOWN (PENETRATES FLOOR SLAB) DP DROP DR DRAIN (E) EXISTING (ER) EXISTING TO BE REMOVED (ERR) EXISTING TO BE REMOVED & RELOCATED ELEC ELECTRICAL F FIRE STANDPIPE & SPRINKLER (COMBINED) FCVA FLOOR CONTROL VALVE ASSEMBLY FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FHV FIRE HOSE VALVE FL FLOOR FP FIRE PUMP FSP FIRE STANDPIPE FT FEET GAL GALLONS GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE HD HEAT DETECTOR ID INSIDE DIAMETER IN INCH JP JOCKEY PUMP MAX MAXIMUM MECH MECHANICAL MIN MINIMUM NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OD OUTSIDE DIAMETER OS&Y OUTSIDE SCREW & YOKE PA PRE-ACTION PG PRESSURE GAUGE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH (GAUGE) PSIA POUNDS PER SQUARE INCH (ABSOLUTE) (RE) RELOCATED EXISTING (RRO) EXISTING TO REMOVED AND RETURN TO OWNER RCV RISER CONTROL VALVE SBP SPRINKLER BOOSTER PUMP SD SMOKE DETECTOR SP SPRINKLER TOP TOP OF PIPE TS TAMPER SWITCH UON UNLESS OTHERWISE NOTED UP UP (PENETRATES FLOOR SLAB) WFS WATER FLOW SWITCH WMG WATER MOTOR GONG ZZONE REVISION DATE DESCRIPTION 1. SPRINKLER TEMPERATURE RATINGS SHALL BE IN ACCORDANCE WITH NFPA NO. 13. 2. RESPONSE TYPE & K-FACTOR OF NEW SPRINKLERS SHALL MATCH EXISTING WITHIN THE SAME COMPARTMENT. 3. PROVIDE SPRINKLER GUARDS ON SPRINKLERS IF INSTALLED 7'-0" OR LOWER AND IN ALL ELECTRICAL ROOMS, STORAGE ROOMS, AND MECHANICAL ROOMS. 4. PROVIDE INTERMEDIATE TEMPERATURE SPRINKLERS IN ALL ELECTRICAL & MECHANICAL ROOMS. 5. EXPOSED SPRINKLER IN OCCUPIED SPACES SHALL BE CHROME FINISH. NOTES: SPRINKLER SCHEDULE DESIGNATION SPRINKLER TYPE RESPONSE TYPE TEMPERATURE RATING CLASSIFICATION K-FACTOR ORIFICE MANUFACTURER MODEL No. REMARKS CONCEALED PENDENT QUICK ORDINARY 5.6 1/2" VIKING VK406 COVER PLATE COLOR SELECTION BY ARCHITECT UPRIGHT QUICK ORDINARY 5.6 1/2" VIKING VK300 41 Item 3. 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A 5 5 6 6 7 7 C C E E F F 3" INCOMING FIRE SERVICE 3"SP 3"SP 3"SP RISE TO DOUBLE-HEIGHT SPACE 3"SP 3"SP 3"SP 3"SP DROP FROM DOUBLE-HEIGHT SPACE AREA OF WORK NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F OR C O N S T R U C T I ON PROJECT NUMBER 24 / 1 0 / 2 0 2 4 0 7 : 4 3 : 3 0 p . m . Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t F-100 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING FIRE PROTECTION FLOOR PLAN 24375 REVISION DATE DESCRIPTION DRAWING NOTES: 1. REFER TO SHEET F-000 FOR DESIGN CRITERIA. 42 Item 3. SOV PRE TPR # DGP FAA NAC # MIC GAP UPS CRT PRN FACP FATC BATT EVAC ECCU FSCP XX FSCU XX AMP ACU ESR PP SAP SCP DACT RSFACU XX RTS RI RI XX F H C S nW C FG FSS FT CD CD CD C CD nW C DCL DH DCLS X IM JB XX XX XX XX SS XX XX R CO XX UV AIM #AIO HT LT WF PS VS LS XX AOM R SOV DPA DRC RAU PWD ARCS A FIRE ALARM SYMBOL LIST CONTROL UNITS SYMBOLS NOTIFICATION APPLIANCES SYMBOLS SIGNAL INITIATING DEVICES & ACTIVATION SWITCHES RELATED EQUIPMENT AUXILIARY RADIO COMMUNICATION SYSTEM (ARCS) PRE-ACTION SYSTEM/CONTROL UNIT RELEASING SERVICE FIRE ALARM CONTROL UNIT XX = SYSTEM TYPE CO2 = CARBON DIOXIDE DC = DRY CHEMICAL HL = HALON FO = FOAM WC = WET CHEMICAL CA = CLEAN AGENT WM = WATER MIST DL = DELUGE FIRE SPRINKLER A = AEROSOL FIRE ALARM CONTROL PANEL PA = PRE-ACTION HL = HALON CA = CLEAN AGENT GAS FIRE ALARM DATA GATHERING PANEL FIRE ALARM TRANSPONDER # = TRANSPONDER NUMBER FIRE ALARM ANNUNCIATOR NOTIFICATION CIRCUIT POWER BOOSTER PANEL # = UNIT NUMBER FIRE ALARM TERMINAL CABINET BATTERY CABINET VOICE EVACUATION CONTROL UNIT REMOTE VOICE EVACUATION MICROPHONE GRAPHIC ANNUNCIATOR PANEL UNINTERRUPTIBLE POWER SUPPLY CRT PRINTER EMERGENCY COMMUNICATIONS CONTROL UNIT FIRE SUPPRESSION CONTROL PANEL XX = SYSTEM TYPE PA = PRE-ACTION HL = HALON CA = CLEAN AGENT GAS FIRE SUPPRESSION CONTROL UNIT XX = SYSTEM TYPE AMPLIFIER RACK AUTONOMOUS CONTROL UNIT ELEVATOR STATUS / RECALL DIGITAL ALARM COMMUNICATOR TRANSMITTER POST-FIRE SMOKE PURGE PANEL SPRINKLER ALARM PANEL FIREFIGHTER'S SMOKE CONTROL PANEL REMOTE ALARM INDICATING AND TEST SWITCH REMOTE INDICATOR - CEILING MOUNTED HORN ONLY - WALL MOUNTED C = CEILING MOUNTED SPEAKER ONLY - WALL MOUNTED C = CEILING MOUNTED FIRE ALARM GONG FIRE ALARM BELL - SINGLE STROKE FIRE ALARM BELL - TROUBLE VISIBLE ONLY (STROBE) - CEILING MOUNTED CD = CANDELA RATING/SETTING COMBINATION HORN / VISIBLE (STROBE) CD = CANDELA RATING / SETTING C = CEILING MOUNTED COMBINATION SPEAKER / VISIBLE (STROBE) CD = CANDELA RATING / SETTING C = CEILING MOUNTED nW = WATTAGE SETTING (n = SPEAKER TAP) nW = WATTAGE SETTING (n = SPEAKER TAP) WP = WEATHERPROOF WG = WIRE GUARD H = HIGH AUDIBLE SETTING L = LOW AUDIBLE SETTING nW = WATTAGE SETTING P = PENDENT SL = SIGNAL LIGHT RI = REMOTE INDICATOR VISIBLE ONLY (STROBE) - WALL MOUNTED CD = CANDELA RATING/SETTING REMOTE INDICATOR - WALL MOUNTED NOTIFICATION APPLIANCE XX = TYPE C = CEILING MOUNTED DOOR HOLDER DOOR CLOSER J = JACK H = HANDSET A = ACCESSIBLE ISOLATOR MODULE (STYLE 6 OR 7 FAULT PROTECTION) AIR SAMPLING DETECTOR PIPING (E.G. VESDA) INTEGRATED SMOKE SENSOR AND DOOR CLOSER END OF LINE RESISTOR FIRE SERVICE OR EMERGENCY PHONE STATION, XX = TYPE JUNCTION BOX HEAT DETECTOR - LINE TYPE FLOW DETECTOR/SWITCH PRESSURE DETECTOR/SWITCH VALVE SUPERVISORY SWITCH LEVEL DETECTOR/SWITCH, 'XX' DENOTES TYPE: DK = DRILL KEY MB = FIRE ALARM MASTER BOX F = FIRE ALARM PRE = PREACTION MANUAL STATION (PULL STATION) XX = FIRE ALARM BOX TYPE CO2 = CARBON DIOXIDE DC = DRY CHEMICAL HL = HALON FO = FOAM WC = WET CHEMICAL CA = CLEAN AGENT WM = WATER MIST DL = DELUGE FIRE SPRINKLER A = AEROSOL F = FIRE ALARM PRE = PREACTION ABORT SWITCH XX = TYPE CO2 = CARBON DIOXIDE DC = DRY CHEMICAL HL = HALON FO = FOAM WC = WET CHEMICAL CA = CLEAN AGENT WM = WATER MIST DL = DELUGE FIRE SPRINKLER A = ABORT SWITCH AR = AEROSOL RELEASE ABORT STATION M = MANUAL RELEASING STATION HEAT DETECTOR / SENSOR (THERMAL DETECTION) R/F = COMBINATION RATE OF RISE/FIXED TEMPERATURE R/C = RATE COMPENSATION F = FIXED TEMPERATURE R = RATE OF RISE ONLY XX = TYPE AS = AIR SAMPLING P = PHOTOELECTRIC R = RELAY BASE GAS DETECTOR / SENSOR CO = CARBON MONOXIDE CO2 = CARBON DIOXIDE HCL = HYDROGEN CHLORIDE CH4 = METHANE BR = BEAM RECEIVER BT = BEAM TRANSMITTER I = IONIZATION SB = SOUNDER BASE ID = IN DUCT SMOKE DETECTOR / SENSOR XX = TYPE SMOKE ALARM (SINGLE STATION) SMOKE DETECTOR / SENSOR - WALL MOUNTED AS = AIR SAMPLING P = PHOTOELECTRIC R = RELAY BASE BR = BEAM RECEIVER BT = BEAM TRANSMITTER I = IONIZATION SB = SOUNDER BASE ID = IN DUCT XX = TYPE SMOKE DETECTOR / SENSOR FOR DUCT SMOKE / HEAT DETECTOR / SENSOR COMBINATION SMOKE / HEAT / CARBON MONOXIDE DETECTOR / SENSOR XX = TYPE FLAME DETECTOR UV = ULTRAVIOLET IR = INFRARED UV/IR = COMBINATION ULTRAVIOLET/INFRARED VR = VISIBLE RADIATION XX = TYPE HIGH TEMPERATURE SWITCH LOW TEMPERATURE SWITCH ADDRESSABLE INPUT MODULE ADDRESSABLE INPUT/OUTPUT MODULE # = NUMBER OF INPUTS AND OUTPUTS XX = TYPE HI = HIGH LO = LOW ADDRESSABLE OUTPUT MODULE NON-ADDRESSABLE OUTPUT RELAY SOLENOID VALVE DIPOLE ANTENNA LOW PROFILE ANTENNA AUXILIARY RADIO COMMUNICATION SYSTEM DEDICATED RADIO CONSOLE RADIO AMPLIFICATION UNIT POWER DIVIDER (ORIENTATION NOT TO BE CHANGED) S S S S S H H H H NEW FA SYSTEM 1. THE CONTRACTOR SHALL PROVIDE A NEW FULLY OPERATIONAL FIRE ALARM SYSTEM AS REQUIRED FOR THIS PROJECT. THE SYSTEM SHALL BE MANUAL AND AUTOMATIC, ADDRESSABLE TYPE AND PROVIDED IN ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS, ALL APPLICABLE BUILDING AND ELECTRICAL CODES, RULES, REGULATIONS, NFPA STANDARDS, MANUFACTURER AND AUTHORITIES HAVING JURISDICTION (AHJ). 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF THE SYSTEM AND WORK REQUIRED. FINAL FIRE ALARM SYSTEM CONFIGURATION AND ARRANGEMENTS, CIRCUITRY TYPE AND SIZING, INSTALLATION DETAILS, ETC. SHALL BE INCLUDED INTO THE SHOP DRAWINGS PREPARED BY THE VENDOR. 3. FIRE ALARM SYSTEM WIRING AND EQUIPMENT INSTALLATION SHALL BE IN COMPLIANCE WITH CODE REQUIREMENTS FOR PATHWAY AND COMPONENT SURVIVABILITY LEVELS AS APPLICABLE FOR THIS PROJECT. 4. THE CONTRACTOR SHALL PROVIDE ALL FILING, OBTAIN ALL APPROVALS AS REQUIRED FOR THE SYSTEM INSTALLATION AND ACCEPTANCE AND PAY ALL REQUIRED FEES. 5. FIRE ALARM SYSTEM COMPONENTS SHALL BEAR ALL REQUIRED APPROVALS AND LISTINGS. 6. FINAL LOCATIONS OF FIRE ALARM SYSTEM EQUIPMENT SHALL BE IN COMPLIANCE WITH THE BUILDING CODE AND AS REQUIRED BY THE AHJ. 7. NO CHANGE OR MODIFICATIONS TO THE DESIGNED SYSTEM SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD AND/OR THE AHJ. 8. THE FIRE ALARM SYSTEM SHALL BE INTERFACED WITH OTHER SYSTEMS AS REQUIRED FOR MONITORING AND/OR CONTROL (I.E. FIRE PROTECTION, ELEVATOR, SECURITY, A/V, GENERATOR, HVAC, BMS SYSTEMS, ETC. AS APPROPRIATE FOR THIS PROJECT). REFER TO THE SYSTEM MATRIX OF OPERATION FOR MORE INFORMATION. REVIEW CONTRACT DRAWINGS OF OTHER DISCIPLINES AS RELEVANT FOR LOCATIONS AND QUANTITIES OF ALL DEVICES AND EQUIPMENT FOR THE ABOVE SYSTEMS THAT HAVE TO BE INTERFACED. THE FINAL LOCATIONS SHALL BE COORDINATED WITH RELEVANT CONTRACTORS. 9. COORDINATE EXACT FINAL LOCATIONS OF ALL DEVICES WITH THE ARCHITECT. 10. ALL EQUIPMENT, DEVICES AND COMPONENTS MOUNTING HEIGHTS SHALL BE AS REQUIRED BY CONTRACT DOCUMENTS AND BE IN COMPLIANCE WITH APPLICABLE STANDARDS, CODES, MANUFACTURER AND AHJ REQUIREMENTS. 11. FIRE ALARM NOTIFICATION DEVICE AUDIBILITY AND VISIBLE DEVICE FINAL INTENSITY PROVISIONS AND SETTINGS SHALL BE IN COMPLIANCE WITH THE CODE REQUIREMENTS. 12. DUCT SMOKE DETECTORS SHALL BE PROVIDED AS REQUIRED BY THE CONTRACT DOCUMENTS AND WERE REQUIRED BY CODE. REFER TO HVAC CONTRACT DOCUMENTS FOR MORE INFORMATION. DUCT SMOKE DETECTORS SHALL BE MOUNTED ON THE DUCTWORK IN IN ACCORDANCE WITH CODE REQUIREMENTS AND MANUFACTURER INSTRUCTIONS. PROVIDE REMOTE INDICATOR LIGHT/TEST SWITCH FOR EACH DUCT SMOKE DETECTOR THAT IS NOT READILY ACCESSIBLE (SUCH AS DETECTORS INSTALLED IN DROP CEILING OR IN REMOTE LOCATION). THE FINAL LOCATIONS AND QUANTITIES OF DUCT SMOKE DETECTORS SHALL BE COORDINATED WITH THE MECHANICAL CONTRACTOR. 13. PROVIDE ALL WORK AS REQUIRED BY THE CONTRACT DOCUMENTS AND CODES FOR OPERATION OF MOTORIZED FIRE/SMOKE DAMPERS AND FAN CONTROL AND MONITORING FROM THE FIRE ALARM SYSTEM. 14. CEILING MOUNTED AREA SMOKE DETECTORS SHALL BE MOUNTED AT LEAST 5 FEET FROM SUPPLY AND RETURN REGISTERS. PROVIDE ADDITIONAL AREA SMOKE DETECTORS IN BEAM POCKETS WHERE REQUIRED FOR CODE COMPLIANCE. 15. ALL CEILING MOUNTED DEVICES SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE AND NOT TO THE CEILING GRID. ALL WALL-MOUNTED DEVICES SHALL BE SECURELY MOUNTED IN PLACE. PLASTIC ANCHORS ARE NOT ACCEPTABLE. 16. DEVICE LOCATIONS SHALL BE READILY ACCESSIBLE TO ALLOW FOR MAINTENANCE AND REPAIR. 17. NO CONDUITS ARE TO ENTER THE TOP OF A FIRE ALARM CONTROL PANEL. 18. EQUIPMENT INSTALLED ON OTHER THAN MASONRY WALLS SHALL BE MOUNTED WITH MODULAR CHANNEL SUPPORTS SECURED TO THE BUILDING STRUCTURE. 19. IN GENERAL, ALL WIRING SHALL BE INSTALLED IN NON-FLEXIBLE METALLIC CONDUITS EXCEPT WHERE CODE AND/OR LOCAL AHJ ALLOW TO RUN WIRING WITHOUT CONDUITS. UTILIZE EMT CONDUITS FOR INSTALLATIONS OVER 8 FEET ABOVE FINISHED FLOOR, WERE CONDUITS ARE NOT SUBJECT TO PHYSICAL DAMAGE AND WHERE EMT USE IS PERMITTED BY THE CODE. OTHERWISE, UTILIZE RIGID GALVANIZED CONDUIT. MINIMUM CONDUIT SIZE SHALL BE ¾”. FINAL CONDUIT SIZES SHALL BE BASED ON ACTUAL NUMBER AND TYPE OF FIRE ALARM CABLES AS REQUIRED BY THE VENDOR. 20. RACEWAYS IN FINISHED AREAS SHALL BE CONCEALED UNLESS OTHERWISE IS ALLOWED BY THE ARCHITECT. 21. MAINTAIN AT LEAST 12” DISTANCE OF FIRE ALARM WIRING FROM POWER SYSTEM WIRING. 22. NO LOW VOLTAGE WIRING SHALL BE PERMITTED IN THE SAME RACEWAY WITH POWER WIRING. FIRE ALARM WIRING SHALL NOT BE MIXED WITH NON-FIRE ALARM WIRING. 23. ANY REQUIREMENTS FOR SHIELDING OF CERTAIN CONDUCTORS OR RUNNING THEM IN SEPARATE RACEWAYS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. 24. ALL FIRE ALARM WIRING SHALL BE CLEARLY LABELED IN JUNCTION BOXES AND EQUIPMENT CABINETS. ALL TERMINALS SHALL BE NUMBERED AND LABELED. 25. ALL FIRE ALARM EQUIPMENT SHALL BE CLEARLY LABELED. 26. PROVIDE ALL CUTTINGS, PATCHING AND PAINTING AS REQUIRED. PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SEALED WITH APPROVED MATERIAL AS REQUIRED TO MAINTAIN REQUIRED FIRE RATING. 27. AS-BUILT DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR UPON THE PROJECT COMPLETION. 28. THE FINAL SYSTEM PROGRAMMING SHALL BE AS REQUIRED BY THE AHJ. 29. REFER TO THE CONTRACT SPECIFICATIONS FOR MORE INFORMATION AND REQUIREMENTS. FIRE ALARM GENERAL NOTES NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 5 : 2 9 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t FA-000 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING FIRE ALARM COVER SHEET 24375 REVISION DATE DESCRIPTION 43 Item 3. F F F F F F F S S S S S S F FACP TS WF 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A SOFT SEATING/ CIRCULATION 101 STORAGE / IT 103 MECH 106 TOILET 111 WATER 115 VESTIBULE 116 JANITOR 114 WRR 113 VESTIBULE 100 ACTIVITY ROOM 108 ACTIVITY ROOM 107 ACTIVITY ROOM 109 QR 104 KITCHEN 105 WARMING / BREAKOUT 110 MRR 112 RECEPTION 102 ERV-1 5 5 6 6 7 7 C C E E F F NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 5 : 3 1 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t FA-100 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING FIRE ALARM FLOOR PLAN 24375 REVISION DATE DESCRIPTION 048 16 SCALE IN FEET 44 Item 3. S S AIM AIM AOM AOM 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A RTU-1 RTU-2 5 5 6 6 7 7 C C E E F F NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 5 : 3 1 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t FA-101 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING FIRE ALARM ROOF PLAN 24375 048 16 SCALE IN FEET REVISION DATE DESCRIPTION 45 Item 3. 1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL DRAWINGS. 2. ALL WORK IS NEW UNLESS OTHERWISE NOTED. 3. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. 4. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. 5. NEITHER ACCURACY NOR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. 6. MANUFACTURERS MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR PERFORMANCE AND MATERIALS. 7. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE ACCESS PANELS FOR EQUIPMENT FOR INSPECTION AND SERVICE. ACCESS PANEL SHALL BE SIZED TO PERMIT REPLACEMENT OF EQUIPMENT. 9. PROVIDE HANGERS, INSERTS, ANCHORS, SUPPLEMENTAL STEEL & SUPPORTS AS REQUIRED TO SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM STRUCTURE. 10. ALL MISCELLANEOUS MOUNTING HARDWARE, ATTACHMENTS, SUPPLEMENTAL STEEL AND MEANS OF SUPPORTING DUCTWORK/PIPING/EQUIPMENT FROM BUILDING STRUCTURE SHALL BE SIZED FOR ITS INTENDED PURPOSE AND CAPACITY RATING. COORDINATE WITH HARDWARE MANUFACTURER FOR SPECIFIC REQUIREMENTS AND FIELD CONDITIONS AT POINT OF CONNECTION. REVIEW ALL ATTACHMENTS TO STRUCTURE WITH OWNER’S STRUCTURAL ENGINEER. 11. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE FACILITY. 12. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS. MECHANICAL CONTRACTOR TO NOTIFY OWNER PRIOR TO STARTING WORK TO VERIFY COMPLIANCE WITH BOND AND WARRANTY OF EXISTING ROOF. 13. RUN DUCTS AND PIPING CONCEALED, UNLESS OTHERWISE SPECIFIED AND CLEAR OF CEILING INSERTS. 14. INSTALL THERMOSTATS AT ADA HEIGHT ABOVE FINISHED FLOOR OR AS DIRECTED OTHERWISE BY ARCHITECT. 15. STRUCTURAL WELDING SHALL BE CONTINUOUS 1/4" FILLET UNLESS REQUIRED OTHERWISE. AIR SYSTEMS: 16. AIR SYSTEMS REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF AIR DEVICES. 17. INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS. INCREASE DUCT SIZE AS NECESSARY TO MAINTAIN FREE FLOW AREA INDICATED. 18. USE FLAT TRANSVERSE SEAM FOR DUCTWORK WHERE SPACE AVAILABLE DICTATES. 19. DIFFUSER SIZES SHOWN ARE NECK SIZES. REGISTERS AND GRILLE SIZES ARE NOMINAL. 20. PROVIDE VOLUME DAMPERS OR OTHER APPROVED BALANCING DEVICES AT DUCT BRANCHES AND RUN OUTS, AND AT REGISTER GRILLE AND DIFFUSER NECKS IN SUPPLY, RETURN AND EXHAUST DUCTWORK WHETHER SHOWN OR NOT. 21. DUCTWORK DOWNSTREAM OF ALL VAV AND FAN POWERED VAV BOXES SHALL BE ACOUSTICALLY LINED WITH 1" ACOUSTICAL LINING FOR A MINIMUM OF 15 FEET. 22. PROVIDE 36" CLEARANCE IN FRONT OF ALL ELECTRIC CONTROL PANELS PER N.E.C. AND MFG. REQUIREMENTS. 23. VAV DUCT INLET/OUTLET SIZE SHALL BE AS SCHEDULED OR AS INDICATED ON THE FLOOR PLANS. PROVIDE TRANSITION FROM DUCT SIZE INDICATED ON THE FLOOR PLANS TO VAV BOX INLETS. PIPING SYSTEMS: 24. PITCH PIPING 1" IN 20' IN DIRECTION OF FLOW. 25. PROVIDE TRAPS IN CONDENSATE LINES THAT EXTEND OVER 2". MECHANICAL GENERAL NOTES M H SD H DDCP SD M FSD M T S OAS O2 R NO2 CO2 RPM CO SINGLE LINE DUCTWORK OR EQUIPMENT - EXISTING EXISTING DUCTWORK TO BE REMOVED DUCTWORK WITH ACOUSTIC LINING VOLUME DAMPER FIRE DAMPER AND ACCESS DOOR BACKDRAFT DAMPER AUTOMATIC DAMPER HVAC DUCTWORK SINGLE LINE DUCTWORK OR EQUIPMENT - NEW DUCTWORK UNDER POSITIVE PRESSURE (SUPPLY AIR OR FAN DISCHARGE) DUCTWORK UNDER NEGATIVE PRESSURE (RETURN OR OUTSIDE AIR) VD FD BDD COMBINATION SMOKE AND FIRE DAMPER WITH ACCESS DOOR RISE IN DUCTWORK (IN DIRECTION OF AIR FLOW)R DROP IN DUCTWORK (IN DIRECTION OF AIR FLOW)D CENTERLINE CUBIC FEET PER MINUTEOR CFM DIAMETERØ SQUARE FEET OVAL DUCTWORK TYPE A CEILING DIFFUSER 400 CFM SUPPLY AIR RECTANGULAR CEILING DIFFUSER WITH 12"x12" NECK 400 CFM SUPPLY AIR TYPE A CEILING RETURN GRILLE/CEILING EXHAUST GRILLE, 400 CFM RETURN/EXHAUST AIR RECTANGULAR DIFFUSER WITH BLANKING PLATE 10"x6" TOP REGISTER, 150 CFM SUPPLY AIR10x8 TRS 150 10x8 TGR 150 10"x6" TOP REGISTER (TOP GRILLE) 150 CFM RETURN AIR 10x8 BGE 150 10"x6" BOTTOM REGISTER (BOTTOM GRILLE) 150 CFM EXHAUST AIR VANED ELBOW (SEE DETAIL) VANED ELBOW (SEE DETAIL) OR RADIUS ELBOW FLEXIBLE DUCT SLOTTED LINEAR DIFFUSER WITH PLENUM DUCT FLEXIBLE CONNECTION VERTICAL DUCT DROP (IN DIRECTION OF AIR FLOW) VERTICAL DUCT RISE (IN DIRECTION OF AIR FLOW) VARIABLE AIR VOLUME BOX TYPE A VARIABLE AIR VOLUME BOX, TYPE A, WITH REHEAT COIL VARIABLE AIR VOLUME BOX, TYPE A, WITH SOUND ATTENUATOR AND REHEAT COIL THERMOSTAT HUMIDISTAT SMOKE DETECTOR HUMIDIFIER NEW PIPE WITH DIRECTION OF FLOW PIPE DROP PIPE RISE HVAC PIPING EXISTING PIPING EXISTING PIPING TO BE REMOVED EXISTING PIPING TO BE ABANDONED PITCH UP IN DIRECTION OF FLOW PITCH DOWN IN DIRECTION OF FLOW UNION CONCENTRIC REDUCER ECCENTRIC REDUCER - FLAT BOTTOM ECCENTRIC REDUCER - FLAT TOP FLANGED CONNECTION U D FLANGED END - BLIND FLANGE EXPANSION LOOP PIPE EXPANSION JOINT PIPE ALIGNMENT GUIDE PIPE ANCHOR ISOLATION VALVE, REFER TO SPECIFICATIONS FOR VALVE TYPE ANGLE GATE VALVE GLOBE VALVE ANGLE GLOBE VALVE NEEDLE VALVE COCK DRAIN VALVE LOCK SHIELD VALVE CHECK VALVE, SWING OR LIFT SILENT CHECK (NON-SLAM) VALVE FLEXIBLE CONNECTOR SQUARE HEAD COCK BALANCING VALVE PLUG VALVE (TYPE AS NOTED) AUTOMATIC CONTROL VALVE THREE-WAY AUTOMATIC CONTROL VALVE "Y" TYPE STRAINER WITH BLOWOFF VALVE AND CAP THERMOMETER AND WELL PRESSURE GAUGE WITH SYPHON PUMP MECHANICAL SYMBOL LIST AUTOMATIC SMOKE DAMPER DOOR UNDERCUTUC CONDENSER WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER RETURN CHILLED WATER SUPPLY DOMESTIC WATER DRAIN HOT WATER RETURN HOT WATER SUPPLY CWR CWS CHWR CHWS DW D HWR HWS HVAC GENERAL POINT OF CONNECTION POINT OF DISCONNECTION NEW STEEL CUT EXISTING STEEL CUT DIRECT DIGITAL CONTROL PANEL SECTION DESIGNATION SHEET No. WHERE SECTION IS SHOWN EQUIPMENT TAG NUMBER XXX-XX-XX FLOOR DESIGNATION EQUIPMENT DESIGNATION UNIT NUMBER 3 ACU-2-3 SECOND FLOOR AIR CONDITIONING UNIT HVAC EQUIPMENT DESIGNATIONS BALL JOINT VAV-A VAV-A VAV-A SECTION DESIGNATION SHEET No. WHERE SECTION IS SHOWN DUCTWORK UNDER NEGATIVE PRESSURE (EXHAUST AIR) CD-A 400 12x12 CD 400 CR-A 400 CE-A 400 10"x8" CEILING RETURN GRILLE/CEILING EXHAUST GRILLE, 300 CFM RETURN/EXHAUST AIR 10x8 CR 300 10x8 CE 300 CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR NITROGEN DIOXIDE SENSOR REFRIGERANT SENSOR OXYGEN SENSOR OUTSIDE AIR SENSOR ROOM PRESSURE MONITOR CL NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 5 6 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t M-000 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING HVAC COVER SHEET 24375 MECHANICAL ABBREVIATIONS AAMPERES AAV AUTOMATIC AIR VENT AC AIR CONDITIONING ACCU AIR COOLED CONDENSING UNIT ACS AUTOMATIC CONTROL SYSTEM ACU AIR CONDITIONING UNIT AD ACCESS DOOR AF AFTER FILTER AFDW AIR FOIL DOUBLE WIDTH AFF ABOVE FINISHED FLOOR AFMS AIR FLOW MONITORING STATION AFSW AIR FOIL SINGLE WIDTH AHU AIR HANDLING UNIT AL ALUMINUM AMCS AUTOMATED MONITORING AND CONTROL SYSTEM AP ACCESS PANEL BAD BOTTOM ANGULAR DISCHARGE BD BLOW DOWN BF BOOSTER FAN BFP BOILER FEED PUMP BGE BOTTOM EXHAUST GRILLE BGR BOTTOM RETURN GRILLE BHD BOTTOM HORIZONTAL DISCHARGE BHP BRAKE HORSEPOWER BIDW BACKWARD INCLINE DOUBLE WIDTH BISW BACKWARD INCLUDE SINGLE WIDTH BMS BUILDING MANAGEMENT SYSTEM BRS BOTTOM SUPPLY REGISTER BT BOTTOM THROAT BTU BRITISH THERMAL UNIT BTUH BTU PER HOUR C CONVERTOR CAC CONTROL AIR COMPRESSOR CC COOLING COIL CCP CENTRAL CONTROL PANEL CCW COUNTER CLOCKWISE CD CEILING DIFFUSER CFFC CAP FOR FUTURE CONNECTION CFM CUBIC FEET PER MINUTE CFP CHEMICAL FEED PUMP CG CEILING GRILLE CH CHILLER CHWP CHILLED WATER PUMP CLG CEILING CO CLEAN-OUT DOOR COD CABLE OPERATED DAMPER COMPR COMPRESSOR COND CONDENSATE COV CHAIN OPERATED VALVE CP CONDENSATE PUMP CPA CONTROL POINT ADJUSTMENT CPU CONDENSATE PUMP UNIT CR CEILING REGISTER CT COOLING TOWER CU FT CUBIC FEET CU IN CUBIC INCHES CUH CABINET UNIT HEATER CV CONSTANT VOLUME CW CLOCKWISE CWP CONDENSER WATER PUMP °C DEGREES CENTIGRADE (CELSIUS) D DROP DB DRY BULB DBD DOWN BLAST DISCHARGE DF DUCT FURNACE UNIT DFWP DEAERATOR FEED WATER PUMP DG DIESEL GENERATOR DHW DOMESTIC HOT WATER DMPR DAMPER DN DOWN DOP DIESEL OIL PUMP DWG DRAWING DX DIRECT EXPANSION ø,DIAM DIAMETER (E) EXISTING TO REMAIN (ER) EXISTING TO BE REMOVED (ERR) EXISTING TO BE REMOVED & RELOCATED EA EACH EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB TEMPERATURE EDH ELECTRIC DUCT HEATER EDR EQUIVALENT DIRECT RADIATION EF EXHAUST FAN EL ELEVATION ELEC ELECTRIC ELEV ELEVATOR EQ EQUAL ET EXPANSION TANK EUH ELECTRIC UNIT HEATER EWB ENTERING WET BULB EWT ENTERING WET TEMPERATURE EXH EXHAUST EXIST EXISTING EXP EXPANSION FFILTER F&T FLOAT AND THERMOSTATIC FA FREE AREA (SQ.FT.) FC FLEXIBLE CONNECTION FCDW FORWARD CURVED DOUBLE WIDTH FCSW FORWARD CURVED SINGLE WIDTH FCU FAN COIL UNIT FD FIRE DAMPER FF FINAL FILTER FG FINISHED GRADE FIN FL FINISHED FLOOR FLA FULL LOAD AMPERES FOP FUEL OIL PUMP FOT FUEL COIL TANK FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND FR FLOOR REGISTER FT FEET FTR FINNED TUBE RADIATION FV FACE VELOCITY FX FUME HOOD EXHAUST °F DEGREES FAHRENHEIT GGAUGE GAL GALLON GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GX GENERAL EXHAUST H HUMIDIFIER HALX HALON EXHAUST HC HEATING COIL HD HEAD HR HOUR HRC HEAT RECOVERY COIL HT HEIGHT HTWP HIGH TEMPERATURE WATER PUMP HV HEATING AND VENTILATING HWP HOT WATER PUMP HX HEAT EXCHANGER HZ FREQUENCY IN INCH OR INCHES IPS IRON PIPE SIZE KW KILOWATT KX KITCHEN RANGE HOOD EXHAUST LLENGTH LAT LEAVING AIR TEMPERATURE LBS POUNDS LCP LOCAL CONTROL PANEL LD LINEAR DIFFUSER LDB LEAVING DRY BULB TEMPERATURE LF, LIN.FT. LINEAR FEET LR LINEAR RETURN LRA LOCKED ROTOR AMPS LV LOW VELOCITY LWB LEAVING WET BULB TEMPERATURE LWT LEAVING WATER TEMPERATURE MAV MANUAL AIR VENT MAX MAXIMUM MB MIXING BOX MBH THOUSAND BTU PER HOUR MCC MOTOR CONTROL CENTER MER MECHANICAL EQUIPMENT ROOM MHP MOTOR HORSEPOWER MIN MINIMUM MM MILLIMETER MOT MOTOR MOV MOTOR OPERATED VALVE MX MECHANICAL ROOM EXHAUST NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NO. NUMBER NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTSIDE AIR OAI OUTSIDE AIR INTAKE OD OUTSIDE DIAMETER OED OPEN END DUCT OV OUTLET VELOCITY PPUMP PCC PRE-COOLING COIL PD PRESSURE DROP PF PRE-FILTER PHC PREHEAT COIL PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE (RE) RELOCATED EXISTING (RRO) EXISTING TO REMOVED AND RETURN TO OWNER RRISE RA RETURN AIR RAD RADIATION RCC RECOOLING COIL REFR REFRIGERANT RF RETURN FAN RH RELATIVE HUMIDITY RHC REHEAT COIL RHWP REHEAT WATER PUMP RLA RUNNING LOAD AMPS RLFA RELIEF AIR RM ROOM ROT ROTATION RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SAU SOUND ATTENUATION UNIT SCHWP SECONDARY CHILLED WATER PUMP SD SMOKE DETECTOR SF SUPPLY FAN SHWP SECONDARY HOT WATER PUMP SLD STRIPLINE DIFFUSER SMK.CTL. SMOKE CONTROL OPERATION SP STATIC PRESSURE SPEC SPECIFICATION SQ.FT. SQUARE FEET SS STAINLESS STEEL SX SMOKE EXHAUST TTHROAT TAD TOP ANGULAR DISCHARGE TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TF TERMINAL FILTER TG TOP GRILLE TGE TOP EXHAUST GRILLE TGR TOP RETURN GRILLE THD TOP HORIZONTAL DISCHARGE TR TOP REGISTER TRD TRANSFER DUCT TRF TRANSFER FAN REVISION DATE DESCRIPTION TRG TRANSFER GRILLE TRS TOP SUPPLY REGISTER TS TIP SPEED TT TOP THROAT TV TURNING VANES TX TOILET EXHAUST TYP TYPICAL UBD UPBLAST DISCHARGE UH UNIT HEATER UON UNLESS OTHERWISE NOTED VVOLTS VA VENTILATION AIR VAC VACUUM VAV VARIABLE AIR VOLUME UNIT VF VENTILATION FAN VFD VARIABLE FREQUENCY DRIVE VIV VARIABLE INLET VANES VP VACUUM PUMP W WIDTH W/ WITH W/O WITHOUT WB WET BULB WC WATER COLUMN WG WATER GAUGE WMS WIRE MESH SCREEN WP WORKING PRESSURE WSP WORKING STEAM PRESSURE 46 Item 3. 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A CD-A CD-A 5 5 6 6 7 7 C C SA UP TO RTU CR-A CR-A CD-A CD-A CE-A CE-A CE-ACE-A 10x6 EXH 36x12 SA 32 x 1 2 S A 12 x 1 2 S A 22 x 1 2 S A 22x12 RA 22 x 1 2 R A 32x12 SA RISE. REFER TO M-101 FOR CONTINUATION E E F F VAV VAV VAV CE-A 30x12 SA 36 x 1 2 S A RA UP TO RTU. SA UP TO RTU 6ø EXH 6ø EXH 10 x 1 0 E X H 10x10 EXH ERV-1 ERV TO BE INSTALLED 8'-6" A.F.F.. PRIMARY AIR TO RTU-1 AND RTU-2. PROVIDE GOOSENECK OUTSIDE AIR INTAKE AND EXHAUST THRU ROOF. ADDITIONAL DUCTWORK NOT SHOWN CE-A LBD-A LBD-A LBD-A LBD-A LBD-A LBD-A LBR-A LBR-A LBD-A LBD-A LBR-A TO BE INSTALLED 0'- 6" A.F.F. COORDINATE WITH ARCHITECT AND STRUCTURAL (TYP). LBD-A TO BE INSTALLED 9'-6" A.F.F.. COORDINATE WITH ARCHITECT AND STRUCTURAL (TYP). 24 x 1 2 R A RA UP TO RTU EXH TO ERV LBR-A CR-A 10x6 EXH ADD ALTERNATIVE PROVIDE RADIANT FLOOR HEATING USING A HOT WATER BOILER AND LOOP SYSTEM FOR THE AREA. RADIANT FLOOR BOILER, PUMP, CONTROL PANEL, AND COMPONENTS TO BE LOCATED IN MECHANICAL ROOM. COORDINATE WITH STRUCTURAL AND ARCHITECTURAL. PROVIDE ELECTRIC UNIT HEATER. COORDINATE WITH PLUMBING AND FIRE PROTECTION. NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 5 8 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t M-100 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING HVAC FLOOR PLAN 24375 REVISION DATE DESCRIPTION DRAWING NOTES: 1. PROVIDE AND COORDINATE ACCESS PANEL WITH ARCHITECTURAL AS NECESSARY. 2. PROVIDE ELECTRIC RADIANT CEILING PANEL FOR THE RESTROOMS. 47 Item 3. 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A 5 5 6 6 7 7 C C E E F F RTU-1 RTU-2 SA DROP. REFER TO M-100 FOR CONTINATION 22 x 1 2 S A LBD-A LBD-A LBD-A LBD-A LBD-A LBD-A LBD-A LBD-A LBD-A LBD-A 12x12 SA 22x12 SA VAV VAV PROVIDE GOOSENECK OUTSIDE AIR INTAKE AND EXHAUST FOR ERV (NOT SHOWN). NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 5 9 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t M-101 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING HVAC FLOOR PLAN 24375 REVISION DATE DESCRIPTION 48 Item 3. 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A 5 5 6 6 7 7 C C E E F F DSF-A DSF-A DSF-ADSF-A DSF-A DSF-A NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 5 9 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t M-102 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING HVAC FLOOR PLAN 24375 REVISION DATE DESCRIPTION 49 Item 3. NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 7 : 0 2 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t M-300 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING HVAC SCHEDULES 24375 REVISION DATE DESCRIPTION 1. XXX 2. XXX 3. XXX 4. XXX NOTES: GAS-FIRED PACKAGED ROOFTOP UNIT SCHEDULE (1/2) UNIT No. LOCATION SERVICE UNIT AIR FLOW NOMINAL TONNAGE SUPPLY FAN DATA DX COOLING COIL DATA MANUFACTURER MODEL REMARKSTOTAL SUPPLY MINIMUM OUTSIDE AIR ESP FAN DATA HP (EA) FLA (EA) DRIVE TYPE VOLTS PHASE FREQUENCY GROSS CAPACITY (MBH) AIR PD TEMPERATUIRES QTY AIRFLOW (EA) TYPE TOTAL SENSIBLE EDB EWB LDB LWB RTU-1 LOW ROOF 3500 CFM 0 CFM 6 0 in-wg 0 0 0 hp 0 0 V 0 0 Hz 0 0 0 in-wg -460 °F -460 °F -460 °F -460 °F RTU-2 LOW ROOF 3500 CFM 0 CFM 6 0 in-wg 0 0 0 hp 0 0 V 0 0 Hz 0 0 0 in-wg -460 °F -460 °F -460 °F -460 °F 1. XXX 2. XXX 3. XXX 4. XXX NOTES: GAS-FIRED PACKAGED ROOFTOP UNIT SCHEDULE (2/2) UNIT No. LOCATION SERVICE GAS HEATING DATA UNIT ELECTRICAL DATA MANUFACTURER MODEL REMARKSEFFICIENCY INPUT (MBH) OUTPUT (MBH) No. OF STAGES INPUT (MBH) HIGH/LOW OUTPUT (MBH) HIGH/LOW EAT LAT TURNDOWN RATIO GAS PRESSURE LOADS VOLTS PHASE FREQMIN MAX MCA MOCP RTU-1 LOW ROOF 0% 0 0 -459.67 °F -459.67 °F 0% 0 in-wg 0 in-wg 0 0 0 V 1 0 Hz RTU-2 LOW ROOF 0% 0 0 -459.67 °F -459.67 °F 0% 0 in-wg 0 in-wg 0 0 0 V 1 0 Hz 1. XXX 2. XXX NOTES: ENERGY RECOVERY UNIT SCHEDULE Mark SERVICE O.A. AIR FLOW SUPPLY FAN DATA EXHAUST FAN DATA ENERGY RECOVERY WHEEL SUPPLY DATA ENERGY RECOVERY WHEEL EXHAUST DATA MOTOR DATA ELECTRICAL DATA UNIT DIMENSIONS OPERATING WT. (LBS)MANUFACTURER MODEL REMARKSCFM EXT. SP (IN. WG) TOTAL SP (IN. WG)QUANTITY SIZE (IN.) STARTER TYPE BHP / FAN HP / FAN FLA / FAN RPM CFM EXT. SP (IN. WG) TOTAL SP (IN. WG)QUANTITY SIZE (IN.) STARTER TYPE BHP / FAN HP / FAN FLA / FAN RPM SUMMER EEF (%) WINTER EFF (%) SUMMER WINTER MHP FLA RPM APPARENT LOAD (VA) SYSTEM FLA VOLTS PHASE HZ LENGTH WIDTH HEIGHTWIDTH HEIGHT WIDTH HEIGHT EDB (°F) EWB (°F) LDB (°F) LWB (°F) EDB (°F) EWB (°F) LDB (°F) LWB (°F) EDB (°F) EWB (°F) LDB (°F) LWB (°F) EDB (°F) EWB (°F) LDB (°F) LWB (°F) ERV-1 1000 0 0.00 0.00 0 0" 0" 0.00 0 0.00 0 0 0.00 0.00 0 0" 0" 0.00 0 0.00 0 -460 -460 -460 -460 0 -460 -460 -460 -460 0 -460 -460 -460 -460 -460 -460 -460 -460 0.00 0.00 0 VA 0 0 1 0 5' - 0" 3' - 0" 3' - 0" 0.00 1. XXX 2. XXX 3. XXX NOTES: FAN SCHEDULE DESIGNATION LOCATION SERVICE FAN TYPE QUANTITY PERFORMANCE DATA MOTOR DATA OPERATING WEIGHT (LBS.)MANUFACTURER MODEL REMARKSCFM ESP RPM BHP MAX. OV (FPM) HP DRIVE TYPE STARTER TYPE RPM ELECTRICAL DATA VOLTS PHASE HZ DSF-A SOFT SEATING DESTRATIFICATION 6 200 0.00 in-wg 0 0 0 0100.00AIR PEAR 50 Item 3. 1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL PLUMBING DRAWINGS. 2. ALL WORK IS NEW UNLESS OTHERWISE NOTED. 3. DRAWINGS ARE DIAGRAMMATIC: DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. 4. NEITHER ACCURACY NOR COMPLETION OF UTILITY LOCATIONS SHOWN ON DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. 5. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE CURRENT PLUMBING CODE AND ALL APPLICABLE LOCAL CODES AND AGENCIES HAVING JURISDICTION. 6. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE PLUMBING SCOPE OF WORK WITH THAT OF ALL OTHER TRADES, INCLUDING (BUT NOT LIMITED TO), ELECTRICAL, HVAC/MECHANICAL, FIRE PROTECTION/SPRINKLER, STRUCTURAL AND ARCHITECTURAL. 7. ANY INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND THE OWNER'S REPRESENTATIVE, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED. 8. NO WORK SHALL BE INSTALLED IN VIOLATION OF ANY GOVERNING CODES. ANY WORK SHOWN ON THE DRAWINGS WHICH IS IN VIOLATION OF SUCH CODES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND THE OWNER'S REPRESENTATIVE AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK INVOLVED. 9. ALL EXPOSED PIPING PENETRATING CEILING AND WALLS SHALL BE INSTALLED WITH CHROME PLATED (STAINLESS WHERE NOTED) ESCUTCHEONS AT THE PENETRATIONS IN FINISHED SPACES. ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHED IN AN APPROVED MANNER AND SHALL BE SEALED WEATHER TIGHT. PIPING PENETRATING RATED PARTITIONS SHALL BE PROTECTED AS REQUIRED BY LOCAL CODE AUTHORITY. 10. MANUFACTURER'S MODEL NUMBERS ARE SPECIFIED SOLELY TO ESTABLISH STANDARDS OF QUALITY FOR PERFORMANCE AND MATERIALS. 11. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS' RECOMMENDATIONS. 12. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. 13. TOPS OF ALL FLOOR DRAINS SHALL BE SET FLUSH WITH FINISHED FLOOR. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. 14. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN HEREIN. 15. PROVIDE SHUTOFF VALVES ON ALL BRANCH PIPING AND SUPPLY STOPS ON ALL SUPPLIES TO INDIVIDUAL FIXTURES AND EQUIPMENT. PROVIDE SHUT OFF VALVES ON PIPING IN CORRIDORS AND WHERE INDICATED ON DRAWINGS. ALL VALVES SHALL BE ACCESSIBLE. 16. ALL SLEEVES THROUGH CONCRETE FLOORS AND ALL CORE DRILLING OF CONCRETE FLOORS AND WALLS SHALL BE BY THIS CONTRACTOR. 17. CONCRETE PADS AND PLATFORMS FOR WORK OF THIS SECTION WILL BE PROVIDED BY GENERAL CONTRACTOR. PROVIDE INFORMATION AND HARDWARE AS NECESSARY TO COORDINATE WORK. 18. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERENCES WITH FIRE-PROOFING WORK. 19. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING REQUIREMENTS. 20. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. 21. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. 22. ALL MISCELLANEOUS MOUNTING HARDWARE, ATTACHMENTS, SUPPLEMENTAL STEEL AND MEANS OF SUPPORTING PIPING/EQUIPMENT FROM BUILDING STRUCTURE SHALL BE SIZED FOR ITS INTENDED PURPOSE AND CAPACITY RATING. COORDINATE WITH HARDWARE MANUFACTURER FOR SPECIFIC REQUIREMENTS AND FIELD CONDITIONS AT POINT OF CONNECTION. REVIEW ALL ATTACHMENTS TO STRUCTURE WITH OWNER’S STRUCTURAL ENGINEER. 23. PROVIDE BALANCING ASSEMBLIES AT SYSTEM HOT WATER RETURN LOOPS AND RISERS. BALANCE THE ENTIRE HOT WATER AND HOT WATER CIRCULATION SYSTEM FOR OPTIMUM FLOW AND TEMPERATURE. 24. PROVIDE DRAIN VALVES AT THE BASE OF ALL RISERS AND AT ALL PIPING LOW POINTS 25. PROVIDE SHUT OFF VALVES AT SYSTEM LOOP SUPPLIES AND SUPPLY RISERS. 26. PROVIDE AUTOMATIC AIR RELIEF VENTS AT HIGH POINTS IN PIPING SYSTEMS AND PIPE DISCHARGE TO AN ACCESSIBLE DRAIN. 27. PROVIDE GAUGE FITTINGS AND THERMOMETER WELLS AT HOT WATER SUPPLY AND RETURN BRANCHES AND AT PUMP INLETS AND OUTLETS. 28. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO THE INSTALLATION OF ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. 29. PIPING SHALL NOT RUN OVER ELECTRICAL PANELS OR ENTER/PASS THROUGH ELECTRICAL ROOMS OR CLOSETS. COORDINATE WITH WORK OF OTHER TRADES AS REQUIRED. 30. PROVIDE EXPANSION JOINT FITTING AT ALL PIPING THAT CROSSES AN EXPANSION JOINT. 31. SCOPE OF WORK SHALL BE COORDINATED WITH AREAS/TENANTS ON FLOOR BELOW. CONTRACTOR SHALL X- RAY THE EXISTING FLOOR SLAB PRIOR TO ANY CORE DRILLING. 32. WALL HUNG / CEILING MOUNTED WATER HEATERS SHALL BE EQUIPPED WITH DRAIN PANS UNDER HEATERS. ROUTE PAN DRAINS TO NEAREST FLOOR DRAIN OR SAFE DRAIN. NOT APPLICABLE TO FLOOR MOUNTED HEATERS OR UNITS INSTALLED IN MECHANICAL ROOMS. 33. ALL NATURAL GAS PIPING TO COMPLY WITH LOCAL AND STATE CODES. 34. NATURAL GAS PIPING AND SAFETY DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL FUEL GAS CODE AND SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF ALL LOCAL AGENCIES AND UTILITIES. 35. NATURAL GAS PIPING SHALL BE TESTED ACCORDING TO THE INTERNATIONAL FUEL GAS CODE AND NATIONAL CODE PROVISIONS OF THE LOCAL PLUMBING INSPECTOR. IF THE GAS INSPECTION OR TEST RESULTS IN ANY DEFECTS, SUCH DEFECTIVE WORK AND MATERIAL SHALL BE REPLACED AND THE INSPECTION/TESTING SHALL BE REDONE. 36. PLUMBING SUBCONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL REGULATOR VENTS TO ATMOSPHERE, INCLUDING NATURAL GAS REGULATORS, EQUIPMENT GAS TRAINS, ETC. 37. VERIFY EXISTING DOMESTIC WATER SUPPLY PRESSURE TO THE PROJECT AREA AND PROVIDE PRESSURE REDUCING VALVES WITH STRAINERS IF THE WATER PRESSURE EXCEEDS 75 PSI. PLUMBING GENERAL NOTES WH-2-3 XXX-XX-XX SECOND FLOOR (REFER TO SPECIFIC TRADE LIST) EQUIPMENT TAG NUMBER FLOOR DESIGNATION EQUIPMENT DESIGNATION WATER HEATER (REFER TO LIST) UNIT NUMBER 3 PLUMBING EQUIPMENT DESIGNATIONS T M BPA PLUMBING SYMBOL LIST S S DISCONNECT FROM EXISTING CONNECT TO EXISTING EXISTING PIPING EXISTING PIPING TO BE REMOVED PIPING TO BE ABANDONED SOIL, WASTE OR SANITARY PIPING VENT PIPING (SANITARY) PIPING BELOW SLAB COLD WATER PIPING (DOMESTIC) HOT WATER PIPING (DOMESTIC) HOT WATER RECIRCULATION PIPING (DOMESTIC) PIPING w/FREEZE PROTECTION OR TEMPERATURE MAINTENANCE CABLE & INSULATION ARROW INDICATES DIRECTION OF FLOW PIPING 'XX' = SYSTEM TYPE (REFER TO ABBREVIATIONS) SHOCK/WATER HAMMER ARRESTOR FLEXIBLE CONNECTION EXPANSION LOOP HOSE BIBB WALL HYDRANT FRESH AIR INLET CLEAN OUT/PLUGGED OUTLET CAPPED OUTLET HOUSE TRAP CLEAN-OUT DECK PLATE P-TRAP VACUUM BREAKER BOTTOM PIPE CONNECTION TOP PIPE CONNECTION SIDE CONNECTION PIPE DOWN/DROP PIPE RISE/UP PIPE SLOPE VALVE IN VERTICAL UNION REDUCER WATER PROOF SLEEVE SLEEVE PRESSURE GAUGE w/GAUGE COCK TEMPERATURE GAUGE FLOOR DRAIN ROOF DRAIN PUMP METER VENT THRU ROOF TAMPER SWITCH TEMPERATURE AND PRESSURE RELIEF VALVE PLUG VALVE MIXING VALVE RELIEF VALVE ISOLATION VALVE OUTSIDE SCREW & YOKE (OS & Y) VALVE CHECK VALVE PRESSURE REDUCING VALVE (PRV) SOLENOID VALVE FLOAT VALVE Y STRAINER w/BLOW-OFF VALVE BALANCING VALVE BACKFLOW PREVENTER ASSEMBLY REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY REDUCED PRESSURE DETECTOR ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY DOUBLE CHECK DETECTOR ASSEMBLY RISER DESIGNATION: X = RISER SERVICE; # = RISER NUMBER AB 'XX' RPZ RPDA DCV DCDA X # NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 3 7 : 1 5 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t P-000 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING PLUMBING COVER SHEET 24375 PLUMBING ABBREVIATIONS AD AREA DRAIN AFF ABOVE FINISHED FLOOR ARCH ARCHITECT BLDG BUILDING BMS BUILDING MANAGEMENT SYSTEM BOP BOTTOM OF PIPE BP BOOSTER PUMP BTU BRITISH THERMAL UNITS BVA BALANCING VALVE ASSEMBLY BW BLACK WATER COLD WATER, HARD (DOMESTIC) CA COMPRESSED AIR CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CLG CEILING CM COFFEE MAKER CO CLEANOUT CODP CLEANOUT DECK PLATE CONN CONNECT CONS CONSTRUCTION CONT CONTINUATION COWP CLEAN OUT WALL PLATE CP CIRCULATION PUMP CVO CAPPED AND VALVED OUTLET DDRYER DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DN DOWN (PENETRATES FLOOR SLAB) DP DROP DR DRAIN DST DOMESTIC WATER SUCTION TANK DW DISHWASHER DWG DRAWING DWH DOMESTIC WATER HEATER (E) EXISTING (ER) EXISTING TO BE REMOVED (ERR) EXISTING TO BE REMOVED & RELOCATED EJ EJECTOR EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMSH EMERGENCY SHOWER EP EJECTOR PUMP EQUIP EQUIPMENT ESP ELEVATOR SUMP PUMP ET EXPANSION TANK EW EYE WASH EWC ELECTRICAL WATER COOLER EWH ELECTRICAL WATER HEATER FAI FRESH AIR INLET FD FLOOR DRAIN FL FLOOR FL H FLOOR HYDRANT FP FIRE PROTECTION FS FLOOR SINK FT FEET FU FIXTURE UNIT GGAS GAL GALLONS GBP GAS BOOSTER PUMP GC GENERAL CONTRACTOR GI GREASE INTERCEPTOR GPF GALLONS PER FLUSH GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GRW GREASE WASTE GW GREY WATER GWH NATURAL GAS WATER HEATER HB HOSE BIBB HD HEAD HP HORSE POWER HPG HIGH PRESSURE GAS HR HOUR HT HOUSE TANK HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER (DOMESTIC) HWR HOT WATER RECIRCULATION (DOMESTIC) HWRP HOT WATER RECIRCULATION PUMP (DOMESTIC) ILF INLINE FILTER IM ICE MACHINE IN INCH IN WC INCHES WATER COLUMN INDW INDUSTRIAL WASTE IW INDIRECT WASTE JS JANITOR'S SINK KW KILOWATT LAV LAVATORY LBS POUNDS LD LINEAR DRAIN LS LOCK SHIELD M METER MAX MAXIMUM MB MOP BASIN/SINK MECH MECHANICAL MICV METER INLET CONTROL VALVE MIN MINIMUM MOCV METER OUTLET CONTROL VALVE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NPCW NON-POTABLE COLD WATER NPHW NON-POTABLE HOT WATER NTS NOT TO SCALE OD OUTSIDE DIAMETER OF OVERFLOW OFD OVERFLOW DRAIN PC PLUMBING CONTRACTOR PD PUMP DISCHARGE PG PRESSURE GAUGE PLBG PLUMBING PO PLUGGED OUTLET PRV PRESSURE REDUCING VALVE PS PRESSURE SWITCH PSI POUNDS PER SQUARE INCH (GAUGE) (RE) RELOCATED EXISTING (RRO) EXISTING TO BE REMOVED AND RETURNED TO OWNER RCP REFLECTED CEILING PLAN RCV RISER CONTROL VALVE RD ROOF DRAIN REG REGULATOR RH ROOF HYDRANT RV RELIEF VENT S, SAN SANITARY SA SHOCK ABSORBER SCW SOFTENED COLD WATER SD SUMP PUMP DISCHARGE SDP STORM DETENTION PUMP SDT STORM DETENTION TANK SH SHOWER SK SINK SP SUMP PUMP SQ FT SQUARE FOOT SS SERVICE SINK ST STORM SW SITE WATER TBD TO BE DETERMINED TEMP TEMPERATURE TMV THERMOSTATIC MIXING VALVE TP TRAP PRIMER TS TAMPER SWITCH TW TEMPERED WATER TYP TYPICAL UDG UNDERGROUND UON UNLESS OTHERWISE NOTED UP UP (PENETRATES FLOOR SLAB) UR URINAL US UTILITY SINK V VENT VAC VACUUM VB VACUUM BREAKER VIF VERIFY IN FIELD VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WCO WALL CLEANOUT WD WATER DISPENSER WH WALL HYDRANT WHA WATER HAMMER ARRESTOR WM WASHING MACHINE WP WORKING PRESSURE WPS WATERPROOF SLEEVE WS WATER SOFTENER / CONDITIONER REVISION DATE DESCRIPTION 51 Item 3. 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A 5 5 6 6 7 7 C C E E F F 4" S 4"S TO SANITARY SEWER. 4"S 4" S 4" S 3"S 3"S 3"S 3"S UP TO CODP 3"S UP 2"V UP2"S UP 4"S 2"S 2"S UP TO CODP 4"S UP 4"S UP TO CODP 2"V UP 2"V UP4"S UP 2"S UP 2"S UP 4"S UP TO CODP 4"S UP TO CODP 2"V UP 4"S UP TO CODP 2"V UP 2"V UP 2"S UP 1 1 1 14" S 4" S 2" S 1 2 3 4 6"ST TO STORM SEWER. 6" S T NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 3 7 : 1 8 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t P-100 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING PLUMBING UNDERFLOOR PLAN - SANITARY/ STORM 24375 REVISION DATE DESCRIPTION SYMBOL DENOTES KEY NOTE KEY NOTES 1 2"S UP TO P-TRAP AND FD. 2 4"S UP TO P-TRAP AND FS. 3 4"S TO TD. COORDINATE WITH ARCHITECTURAL. 4 3"S UP TO P-TRAP AND SS. # 52 Item 3. 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A 3"V 2"V 4"FS-A 2"FD-A 2"FD-A 2"FD-A 2"FD-A 2"FD-A 3"V 2"V 2"V 1 1 1 2 2 2 2"V2"S 4"S 4"S DN 3"V 2"V 4"CODP 4"CODP 2"V DN 2"V DN2"V 4"CODP 2"V MB-1 WC-1A SK-1 LAV-2 SK-1 US-1 4"TD-A 3"CODP3 3 3 2"V 2"V DN DF-1 LAV-1 LAV-1 LAV-1 LAV-1 WC-1 WC-1 UR-1 WC-1 WC-1AWC-1A 4 3 2"V DN 5 4"CODP 6 6 6 5 5 6 6 7 7 C C E E F F 2"CODP NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 3 7 : 2 0 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t P-200 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING PLUMBING FLOOR PLAN - SANITARY/STORM 24375 REVISION DATE DESCRIPTION SYMBOL DENOTES KEY NOTE KEY NOTES 1 2"V RISE, 2"S DP. 2 2"V RISE, 4"S DP. 3 2"V RISE, 2"S DN. 4 2"V RISE, 4"S DN. 5 2"V RISE, 3"S DN. 6 3"V UP TO 4"VTR. # 53 Item 3. 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A 5 5 6 6 7 7 C C E E F F NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 3 7 : 2 0 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t P-201 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING PLUMBING ROOF PLAN -SANITARY/STORM 24375 REVISION DATE DESCRIPTION DRAWING NOTES: 1. COORDINATE VTR WITH ARCHITECTURAL AND STRUCTURAL. 54 Item 3. M M M PRVRP Z M 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A 3/4"CWS 3/4"HW BUILDING WATER METER PROVIDED BY UTILITY COMPANY. COORDINATE WITH UTILITY COMPANY. 3/4"HWR1"CW 3/4"HWR1"HW 2"CWS 1"CW WH-1 HB-1 WH-1 WH-1 HB-1 WC-1A MB-1 WC-1A WC-1A WC-1 WC-1 UR-1 WC-1LAV-1 LAV-1 LAV-1 LAV-1 DF-1 DF-2 SK-1 US-1 TP-1 WS-1 ET-1 GWH-1 SK-1 LAV-2 1 2 3/4"CW 3 3 4 4 44 5 3 3 4 6 7 8 9 10TP-2 11 TP-2 10 TP-1 11 12 13 2"G FROM UTILITY. COORDINATE WITH CIVIL. 5 5 6 6 7 7 C C E E F F 2" NATURAL GAS RIG BY UTILITY COMPANY. COORDINATE WITH UTILITY COMPANY. PROVIDE GAS SOLENOID AND TIME CLOCK CONTROL TO FIRE PIT. IRRIGATION WATER METER BY PLUMBING CONTRACTOR. SPLASH PAD WATER METER PROVIDED BY PLUMBING CONTRACTOR. 2"CW DROP TO IRRIGATION SYSTEM. COORDINATE WITH IRRIGATION CONTRACTOR. 3"CW DN TO SPLASH PAD. COORDINATE ROUTE AND INVERT WITH CIVIL AND STRUCTURAL. FINAL CONNECTION BY SPLASH PAD CONTRACTOR. 14 1 1/2"CWS 3/4"HW 3/4"HWR 2"G 2"G 2"G 2"G TO MECH EQUIPMENT AND GWH. 3/4"CW NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 3 7 : 2 3 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t P-300 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING PLUMBING FLOOR PLAN -WATER 24375 REVISION DATE DESCRIPTION SYMBOL DENOTES KEY NOTE KEY NOTES 1 1/2"CWS & HW DP TO LAV. 2 1 1/4"CWS DP TO WC. 3 ROUTE DOMESTIC WATER IN CHASE. 1/2"CWS & HW TO LAV. 4 ROUTE DOMESTIC WATER IN CHASE. 1 1/4"CWS TO WC. 5 ROUTE DOMESTIC WATER IN CHASE. 1"CWS TO UR. 6 1/2"CWS & HW DP TO SK. 7 3/4"CWS & HW DP TO SK. 8 3/4"CWS & HW DP TO MB. 9 3/4"CWS & HW DP TO SS. 10 (1) 1/2"CWS FROM TP DN TO FD. 11 (2) 1/2"CWS FROM TP DN TO FD. 12 ROUTE DOMESTIC WATER IN CHASE. 3/4"CWS TO DF. 13 1/2"CWS DP TO DF. 14 INSTALL RPZ 3'-0" A.F.F.. PROVIDE 2" AIR GAP FITTING AND 2"IW, ROUTE TO NEAREST FD. DRAWING NOTES: 1. COORDINATE ACCESS PANEL WITH ARCHITECTURAL. # 55 Item 3. FLOOR 1 LOW ROOF FLOOR 1 LOW ROOF M 2"CW TO IRRIGATION SYSTEM. BACKFLOW PREVENTOR PROVIDED BY IRRIGATION CONTRACTOR. COORDINATE WITH IRRIGATION CONTRACTOR. 4"CW SERVICE CONNECTION. COORDINATE ROUTE AND INVERT WITH CIVIL. 3"CW PROVIDE FULL SIZE BYPASS N.C. REFER TO PLUMBING DETAIL FOR PIPING DIAGRAM ET-1GWH-1 WS-1 2"2" 2"CW 2"SCW 1 1/2"HW BUILDING WATER METER BY UTILITY COMPANY. COORDINATE WITH UTILITY COMPANY. IRRIGATION WATER METER BY PLUMBING CONTRACTOR. CP-1 1"CW M2"CW 3/4" DRAIN 4"CW PRV M2"CW RPZ3"CW 3"CW 4"2" 2"3" 2"CW 3/4" DRAIN PROVIDE 2" AIR GAP FITTING AND 2"IW TO NEAREST FD. 3"CW TO SPLASH PAD SYSTEM. COORDINATE ROUTE AND INVERT WITH CIVIL. FINAL CONNECTION SPLASH PAD CONTRACTOR. SPLASH PAD WATER METER BY PLUMBING CONTRACTOR. PRV BY PLUMBING CONTRACTOR. WATER SOFTENER BRINE TANK 1"CW 2"SCW 1 1/2"HW 1"CW 3/4"HWR TO BUILDING NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 3 7 : 2 3 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t P-400 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING PLUMBING RISER DIAGRAMS 24375 REVISION DATE DESCRIPTION SCALE: NONE1DOMESTIC WATER RISER DIAGRAM 56 Item 3. NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 3 7 : 2 3 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t P-500 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING PLUMBING SCHEDULES 24375 REVISION DATE DESCRIPTION 1.REFER TO ARCHITECTURAL DOCUMENTS FOR SPECIFIC MANUFACTURER/MODEL AND ASSOCIATED FINISHES OF PLUMBING FIXTURES. SCHEDULE FOR REFERENCE ONLY. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES/EQUIPMENT SHALL BE AS PER THE ARCHITECTURAL DOCUMENTS. 3. ALL HANDICAP SINKS AND LAVATORIES SHALL BE PROVIDED WITH THERMAL AND IMPACT INSULATION/SHIELDING KITS ON SUPPLIES, TRAPS, TAILPIECES AND WASTE OUTLETS. 4. WATER HAMMER ARRESTORS SHALL BE INSTALLED ON THE WATER SUPPLY TO EACH QUICK CLOSING VALVE. THIS INCLUDES: THE COLD WATER SUPPLY TO ALL FLUSH VALVES; THE HOT AND COLD WATER SUPPLY TO ALL SENSOR FAUCETS; AND ALL STERILIZERS RECEIVING A WATER CONNECTION. 5. PROVIDE ASSE 1070 APPROVED THERMOSTATIC MIXING VALVE AT ALL HAND WASHING FIXTURES (LAVATORIES, SINKS) . 6. FAUCET TO HAVE INTEGRAL TMV. PROVIDE WITH PK00.WRK BATTERY PACK. 7. PROVIDE WITH MUSTEE HOSE 65.700, MOP HANGER 65.600, AND WALL GUARD 67.2424. NOTES: PLUMBING FIXTURE SCHEDULE DESIGNATION MANUFACTURER MODEL DESCRIPTION SERVICE CONNECTION FLOW RATE ACCESSORY MANUFACTURER AND MODEL LOCATION REMARKSSUPPORT FLUSH TYPE FAUCET S W V CW HW G FLUSH VALVE SUPPORT/ CARRIER SEAT BEDPAN DIVERTER SUPPLY STOPS FAUCET MIXING VALVE TRAP STRAINER/ TAILPIECE WASTE NIPPLE INSULATION KIT FOOT PEDALS WATER CLOSET WC-1 AMERICAN STANDARD WALL MOUNT FLUSH VALVE - SENSOR (HARD WIRED, BATTERY) - 4" 2" 1 1/4" - - 1.28 GPF AMER STD 6065121.002 AMER STD 5901.100SS 1,2,4 WC-1A AMERICAN STANDARD WALL MOUNT FLUSH VALVE - SENSOR (HARD WIRED, BATTERY) - 4" 2" 1 1/4" - - 1.28 GPF AMER STD 6065121.002 AMER STD 5901.100SS 1,2,4 URINAL UR-1 AMERICAN STANDARD WALL MOUNT FLUSH VALVE - SENSOR (HARD WIRED, BATTERY) - 2" 2" 1" - - 1.0 GPF AMER STD 6063051.002 1,2,4 LAVATORY LAV-1 AMERICAN STANDARD UNDERCOUNTER SENSOR (HARD WIRED, BATTERY)2" 2" 1/2" 1/2" - 0.5 GPM MCGUIRE AMER STD 775B.305 MCGUIRE MCGUIRE TRUBRO 1,2,3,5,6 LAV-2 AMERICAN STANDARD WALL MOUNT SENSOR (HARD WIRED, BATTERY)2" 2" 1/2" 1/2" - 0.5 GPM MCGUIRE AMER STD 775B.305 MCGUIRE MCGUIRE TRUBRO 1,2,3,5,6 SINK SK-1 ELKAY COUNTERTOP MANUAL 2" 2" 3/4" 3/4" - 1.5 GPM MCGUIRE DELTA 9159T-DST WATTS MCGUIRE MCGUIRE TRUBRO 1,2,3,5 MOP BASIN MB-1 MUSTEE FLOOR MOUNT MANUAL 3" 2" 3/4" 3/4" - 2.2 GPM MCGUIRE CHICAGO 897-RCF WATTS MCGUIRE MCGUIRE TRUBRO 1,2,7 UTILITY SINK US-1 ELKAY SS81242 FLOOR MOUNT MANUAL 3" 2" 3/4" 3/4" - 2.2 GPM MCGUIRE CHICAGO 897-RCF WATTS MCGUIRE MCGUIRE TRUBRO 1,2,3,5 DRINKING FOUNTAIN DF-1 EKLAY LZSTL8WSVRSK WALL MOUNT - 2" 2" 1/2" - - -(2) MCGUIRE - - - 1,2,4 DF-2 ELKAY LK4408BF WALL MOUNT - 2" 2" 1/2" - - -(2) MCGUIRE - - - 1,2,4 HOSE BIB HB-1 CHICAGO FAUCET 998-XKRCF WALL MOUNT - - - - 3/4" - - -INTERIOR, MECHANICAL ROOM WALL HYDRANT WH-1 WOODFORD B67 WALL MOUNT ---3/4"-- -FROST PROOF, FIELD TESTABLE. 1. PROVIDE WITH PPP DU-4 DISTRIBUTION UNIT. 2. PRECHARGE SYSTEM TO MINIMUM 55 PSIG WORKING PRESSURE. MAXIMUM WORKING PRESSURE OF 150 PSIG. 3. PROVIDE WYE STRAINER AND GATE VALVE. PROVIDE 2" AIR GAP FITTING. 4. INDIVIDUAL MIXING VALVE. SET LAVATORY DISCHARGE TEMPERATURE TO 105F AND SINK DISCHARGE TEMPERATURE TO 120F. NOTES: PLUMBING EQUIPMENT SCHEDULE DESIGNATION SERVICE CONNECTION MANUFACTURER MODEL REMARKSIW W V CW HW TW BACKFLOW PREVENTOR RPZ-1 3" WATTS LF909 3 EXPANSION TANK ET-1 3/4" AMTROL ST-5 2 THERMOSTATIC MIXING VALVE TMV-1 1/2" 1/2" 1/2" WATTS LFUSG-B 4 TRAP PRIMER TP-1 1/2" PPP PR-500 1 TP-2 1/2" PPP PRIME-PRO 1 1. ALL FLOOR DRAINS IN FINISHED AREAS AND ALL ROOF DRAINS SHALL BE LOCATED AS PER THE ARCHITECTURAL DRAWINGS. 2. ALL FLOOR DRAINS IN MECHANICAL EQUIPMENT, BOILER ROOMS, FAN ROOMS ETC., SHALL BE LOCATED IN COORDINATION WITH THE MECHANICAL CONTRACTOR. 3. THE CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF THE DRAINS WITH THE APPROVED ROOFING AND/OR WATER PROOFING SYSTEMS PRIOR TO SUBMITTING SHOP DRAWINGS. 4. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DRAIN TYPES & OPTIONS WITH CONSTRUCTION MANAGER & CONFIRMING THE CONSTRUCTION MATERIALS, THICKNESS & FINISHED FLOOR ELEVATIONS (I.E. EXTENSIONS HEIGHTS, GRAVEL STOP HEIGHTS, WATERPROOFING MATERIALS, ETC.) PRIOR TO PURCHASING EQUIPMENT. 5. COORDINATE HEIGHT OF PERFORATED STAINLESS STEEL GRAVEL GUARD WITH ARCHITECTURAL DRAWINGS. 6. ARCHITECT TO PROVIDE GRATE FINISH FOR ALL DRAINS EXCEPT ON ROOF & IN MECHANICAL ROOMS. 7. THE TOP OF CURVE OF ALL FLOOR DRAINS SHALL BE FLUSH WITH THE ADJACENT FINISHED FLOOR. NOTES: PLUMBING DRAIN SCHEDULE REQUIRED DESIGNATION MANUFACTURER MODEL BODY STRAINER ACCESSORIES LOCATION/APPLICATION REMARKSCL A M P I N G D E V I C E TH R E A D E D O U T L E T NO H U B CA U L K E D RO O F S U M P R E C E I V E R BA C K W A T E R V A L V E UN D E R D E C K C L A M P DE X O T E X F L A N G E AC I D R E S I S T A N T C O A T I N G WI D E F L A N G E D SE D I M E N T B U C K E T BO T T O M D O M E TR A C T O R G R A T E ( D U C T I L E I R O N ) PE R F O R A T E D S T . S T L S C R E E N A S S E M B L Y FU N N E L T O P HE E L P R O O F OV E R F L O W S T A N D P I P E EX T E N S I O N P I E C E W E E P H O L E S TO P S I Z E VA N D A L P R O O F TR A P P R I M E R LE S S G R A T E 1/ 2 G R A T E 3/ 4 G R A T E FU L L G R A T E Ɣ DS-A JOSAM ƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔ ƔƔƔƔƔƔ Ɣ FD-A JOSAM ƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔ ƔƔƔƔƔƔ Ɣ FS-A JOSAM ƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔ ƔƔƔƔƔƔ Ɣ OD-A JOSAM ƔƔ Ɣ Ɣ RD-A JOSAM ƔƔ Ɣ Ɣ TD-A DURATRENCH ƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔƔ ƔƔƔƔƔƔMECHANICAL ROOM TRENCH DRAIN 1.ALL MATERIALS SELECTED ON THIS SCHEDULE MUST BE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. 2. ALL PIPING SHALL BE LABELED. PROVIDE PRE-PRINTED, COLOR CODED PIPE LABELS INDICATING SERVICE AND FLOW DIRECTION. REFER TO SPECIFICATIONS. 3. PROVIDE SUPPORTS & RESTRAINTS AT BASE OF ALL STACKS/LEADERS. REFER TO DETAIL ON DRAWINGS. 4. PROVIDE DIELECTRIC COUPLING AT TRANSITION POINT BETWEEN DISSIMILAR METALS. SEE RISER DIAGRAM FOR ADDITIONAL INFORMATION. NOTES: PLUMBING MATERIAL SCHEDULE SYSTEM PIPE FITTINGS JOINTS REMARKSCA S T I R O N S O I L ( N O - H U B ) CA S T I R O N S O I L ( H U B & S P I G O T , E X T R A H E A V Y ) ST E E L ( B L A C K , S C H E D U L E 4 0 ) GA L V A N I Z E D S T E E L ( B L A C K , S C H E D U L E 4 0 ) ST A I N L E S S S T E E L ( S E A M L E S S 3 0 4 , S C H E D U L E 4 0 ) VA C U U M J A C K E T E D S T A I N L E S S S T E E L T U B I N G CO P P E R T U B I N G ( T Y P E L ) CO P P E R T U B I N G ( T Y P E K , S O F T A N N E A L E D ) CO P P E R ( T Y P E L , M E D / O X Y ) CO P P E R ( T Y P E K , M E D / O X Y ) DU C T I L E I R O N ( C E M E N T L I N E D , C L A S S 5 6 ) PO L Y P R O P Y L E N E ( S C H E D U L E 4 0 , P I G M E N E T E D ) PO L Y P R O P Y L E N E ( S C H E D U L E 4 0 ) RE D B R A S S CP V C ( S C H E D U L E 8 0 ) CA S T I R O N ( N O H U B ) CA S T I R O N ( H U B & S P I G O T ) BR A Z E D GA L V A N I Z E D S T E E L ( S C H E D U L E 4 0 ) WR O U G H T C O P P E R DU C T I L E I R O N ( C L A S S 3 5 0 - L I N E D ) ST A I N L E S S S T E E L ( S C H E D U L E 4 0 ) VA C U U M J A C K E T E D S T A I N L E S S S T E E L T U B I N G BL A C K S T E E L PO L Y P R O P Y L E N E ( S C H E D U L E 4 0 ) CP V C CA U L K E D TH R E A D E D SO L D E R E D ( 9 5 - 5 , L E A D F R E E ) GA L V A N I Z E D R I G I D C O U P L I N G S BR A Z E D PR E S S F I T T I N G S Y S T E M NO H U B S T A I N L E S S S T E E L ( H E A V Y D U T Y , 4 B A N D M I N ) GA S K E T ( P U S H O N ) WE L D E D FU S I O N ME C H A N I C A L ( R E S T R A I N I N G ) ME C H A N I C A L SANITARY & STORM DRAINAGE, VENT (BURIED)Ɣ Ɣ Ɣ SANITARY/VENT (STACKS & BRANCHES)Ɣ Ɣ Ɣ PROVIDE SUPPORTS & RESTRAINTS AT BASE OF ALL STACKS/LEADERS. REFER TO DETAIL ON DRAWINGS. INDIRECT WASTE PIPING (2" & SMALLER)ƔƔƔ EJECTOR & SUMP PUMP DISCHARGE Ɣ ƔƔ STORM WATER (VERTICAL LEADERS & RUN OUTS)Ɣ Ɣ Ɣ JOINTS FOR STORM LEADER RUN OUTS TO DRAINS SHALL BE RESTRAINTED WITH THREADED RODS AND CLAMPS. PROVIDE SUPPORTS & RESTRAINTS AT BASE OF ALL STACKS/LEADERS. REFER TO DETAIL ON DRAWINGS. DOMESTIC WATER (BURIED)ƔƔƔPROVIDE CLASS 56 FOR NYC PROJECTS DOMESTIC WATER (2-1/2" & SMALLER)ƔƔƔ DOMESTIC WATER (3" & LARGER)ƔƔ Ɣ GAS (4" & SMALLER)Ɣ ƔƔ 1.CONTRACTOR SHALL ENSURE THAT THE VALVES MAXIMUM PRESSURE RATING IS ABOVE THE ANTICIPATED IN THAT PART OF THE SYSTEM. 2. ALL INSULATED VALVES SHALL BE PROVIDED WITH STEM EXTENSIONS OF SUFFICIENT HEIGHT TO NOT IMPEDE INSULATION DURING OPERATION. 3. ALL VALVES SHALL BE NSF 61 CERTIFIED. NOTES: PLUMBING VALVE SCHEDULE MANUFACTURER MODEL SIZE JOINT MATERIAL PRESSURE RATING FL A N G E D TH R E A D E D SO L D E R SO C K E T WA F E R S T Y L E LU G S T Y L E BR A S S ST A I N L E S S S T E E L BR O N Z E IR O N B O D Y , B R O N Z E M O U N T E D AL L I R O N CA S T S T E E L DU C T I L E B O D Y 17 5 # W W P 20 0 # W W P 25 0 # W W P 30 0 # W W P 40 0 # W W P 50 0 # W W P 60 0 # W W P 96 0 # W W P 14 4 0 # W W P GATE VALVES NIBCO S 113LF NRS 3/8" - 3"ƔƔ Ɣ NIBCO T 113LF NRS 3/8" - 3"ƔƔ Ɣ NIBCO F 617-0 3" - 12"Ɣ ƔƔ NIBCO T 617-0 3" - 12"ƔƔƔ CHECK VALVES NIBCO F 918B 2 1/2"- 12"Ɣ ƔƔ NIBCO T 918B 2 1/2"- 12"ƔƔƔ NIBCO T 413YLF 3/8" - 2"ƔƔƔ NIBCO S413YLF 3/8" - 2"ƔƔ Ɣ GLOBE VALVES NIBCO T 235 3/8"-3"ƔƔ Ɣ NIBCO S 235 3/8"-3"ƔƔ Ɣ NIBCO F 718-B 2"-10"Ɣ ƔƔ MILWAUKEE UP502 1/4" - 2"ƔƔ Ɣ MILWAUKEE UP1502 1/8" - 3"ƔƔ Ɣ BALL VALVES NIBCO T 585 66 LF NS 1/4" - 3"ƔƔ Ɣ NIBCO S 585-66 LF NS 3/8" - 3"ƔƔ Ɣ BALANCING VALVE THERMOMEGATECH CIRCUIT SOLVER #CSUAS-__-115-CV1-TW 1/2" - 3/4"ƔƔ GAS PLUG VALVES NORDSTROM 143 1"-10"Ɣ ƔƔ NORDSTROM 142 1/2"-4"ƔƔƔ GAS COCKS CONBRACO SERIES 52 1/2"-1"ƔƔ 57 Item 3. NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 3 7 : 2 5 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t P-501 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING PLUMBING SCHEDULES 24375 REVISION DATE DESCRIPTION 1.PUMPS SHALL BE PROVIDED WITH INTEGRATED VFD/SENSORS. 2. PROVIDE WITH SOLENOID VALVE AND LIMIT SWITCH FOR TANK AND COOLING TOWER FILL SYSTEMS 3. COORDINATE ELECTRICAL REQUIREMENTS (TOTAL SYSTEM HP, VOLTS, PHASE, & EMERGENCY POWER) WITH ELECTRICAL CONTRACTOR. 4. CONTRACTOR TO PROVIDE & COORDINATE CONDUIT FOR WIRING BETWEEN REMOTE PUMP CONTROLLER & PUMP; COORDINATE WITH ELECTRICAL CONTRACTOR. 5. PACKAGE PUMPING SYSTEMS SHALL BE UL QCZJ LISTED AND ALL WET COMPONENTS , INCLUDING BLADDER TANKS, SHALL BE NSF-61 CERTIFIED. 6. CONTRACTOR TO PROVIDE KNOCK DOWN ASSEMBLY AS REQUIRED FOR SCOPE OF WORK. NOTES: PUMP SCHEDULE DE S I G N A T I O N DESCRIPTION MANUFACTURER MODEL PUMP MOTOR SYSTEM EMERGENCY POWER REMOTE PUMP CONTROLLER LOCATION REMARKSFL O W R A T E ( G P M ) - P E R P U M P TO T A L D Y N A M I C H E A D ( P S I ) DE S I G N D I S C H A R G E P R E S S U R E ( P S I ) TYPE IN D I V I D U A L M I N I M U M H P TO T A L S Y S T E M H P RP M VO L T S PH A S E SI M P L E X DU P L E X TR I P L E X QU A D P L E X SK I D M O U N T KN O C K E D D O W N VE R T I C A L HO R I Z O N T A L EN D S U C T I O N IN L I N E SU B M E R S I B L E CP-1 RECIRC PUMP GRUNDFOS ALPHA1 0 0 0 X 0 0 0 0 1 Ɣ 1. XXX 2. XXX NOTES: DOMESTIC WATER HEATER SCHEDULE - GAS DE S I G N A T I O N MANUFACTURER MODEL QU A N T I T Y ST O R A G E W A T E R T E M P ( º F ) TE M P E R A T U R E R I S E ( º F ) VO L ( G A L ) O R M I N F L O W ( G P M ) RE C O V E R Y ( G P H ) WA T E R W O R K I N G P R E S S ( P S I ) TE S T P R E S S U R E ( P S I ) SIZE GAS EM E R G E N C Y P O W E R REMARKSDI A M E T E R LE N G T H WI D T H HE I G H T GA S L O A D ( C F H ) MI N I M U M G A S P R E S S U R E ( I N C H E S W . C . ) MA X I M U M G A S P R E S S U R E ( I N C H E S W . C . ) GWH-1 AO SMITH POLARIS 1 130 130 0 0 0 0 14 1/4" 15 1/2" 0 0 0 Ɣ 1.REFER TO RISER DIAGRAM PLANS FOR LOCATION(S). 2. PROVIDE WITH 3" CLA-VAL X43H STRAINER AND GATE VALVES. NOTES: PRESSURE REDUCING AND CONTROL VALVE SCHEDULE DESIGNATION No. REQUIRED MANUFACTURER MODEL INLET PRESSURE OUTLET PRESSURE SIZE FLOW REMARKS PRV 1 CLA-VAL 90-01 80.00 psi 35.00 psi 3" 166.00 GPM 1,2 58 Item 3. XX AIM R CONTROL UNITS (PANELS) SYMBOLS SIGNAL INITIATING DEVICES & ACTIVATION SWITCHES SYMBOLS FIRE ALARM CONTROL PANEL FIRE ALARM DATA GATHERING PANEL FIRE ALARM ANNUNCIATOR UNINTERRUPTIBLE POWER SUPPLY ELEVATOR STATUS/RECALL MANUAL STATION -PULL STATION/FIRE ALARM BOX, 'XX' DENOTES TYPE: CO2 = CARBON DIOXIDE DC = DRY CHEMICAL HL = HALON F = FIRE ALARM FO = FOAM WC = WET CHEMICAL CA = CLEAN AGENT WM = WATER MIST DL = DELUGE FIRE SPRINKLER PRE = PREACTION HEAT DETECTOR/SENSOR (THERMAL DETECTION) ORIENTATION NOT TO BE CHANGED HEAT DETECTOR/SENSOR, 'XX' DENOTES TYPE: R/F = COMBINATION RATE OF RISE/FIXED TEMPERATURE R/C = RATE COMPENSATION F = FIXED TEMPERATURE R = RATE OF RISE ONLY SMOKE DETECTOR/SENSOR, 'XX' DENOTES TYPE: AS = AIR SAMPLING P = PHOTOELECTRIC I = IONIZATION R = RELAY BASE SS = SINGLE STATION SB = SOUNDER BASE ID = IN DUCT SMOKE/HEAT DETECTOR/SENSOR COMBINATION SMOKE DETECTION/SENSOR FOR DUCT FLOW DETECTOR/SWITCH PRESSURE DETECTOR/SWITCH ADDRESSABLE INPUT MODULE ADDRESSABLE OUTPUT MODULE ADDRESSABLE INPUT/OUTPUT MODULE # DENOTES NUMBER OF INPUTS AND OUTPUTS NON-ADDRESSABLE OUTPUT RELAY XX AOM AIO # RELATED EQUIPMENT DOOR HOLDER DOOR CLOSER END OF LINE RESISTOR ISOLATOR MODULE (STYLE 6 OR 7 FAULT PROTECTION) JUNCTION BOX ELECTRICAL SYMBOLS LIST LIGHTING SYMBOLSPOWER SYMBOLS SINGLE LINE DIAGRAM SYMBOLS VOICE/DATA/P.A. SYMBOLS T m CB S S S 'A' a 'A' NSNS'A' a 'A' 'A' a 'A' a aa a 'A'NS 'A' a EM a 'A' a 'A' 'A' a 'X' 'X1' 'A' 'A' 'A' 3a A 100/90/3 13,5, 1 30/3 100/3 100/60/3 90/3 A 1 HA WALL MOUNTED PUBLIC ADDRESS SPEAKER D = DUAL HORN CEILING MOUNTED PUBLIC ADDRESS SPEAKER D = DUAL HORN DATA OUTLET LOCATION WITH 3/4" CONDUIT TERMINATED IN A 90 DEG. BEND 6" INTO NEAREST ACCESSIBLE CEILING ## = NUMBER OF JACKS VOICE OUTLET LOCATION WITH 3/4" CONDUIT TERMINATED IN A 90 DEG. BEND 6" INTO NEAREST ACCESSIBLE CEILING P = PUBLIC F = FAX W = WALL MOUNTED 48"AFF # = NUMBER OF JACKS TELEVISION OUTLET LOCATION WITH 3/4" CONDUIT TERMINATED IN A 90 DEG. BEND 6" INTO NEAREST ACCESSIBLE CEILING 2'x4'/2'x2' RECESSED CEILING MOUNTED FIXTURE 'A' = FIXTURE TYPE 'a' = CONTROLLED BY SWITCH 'a' NS = NOT SWITCHED NL = NIGHT LIGHT SIMILAR TO ABOVE WITH EMERGENCY BACKUP 'A' = FIXTURE TYPE 'a' = CONTROLLED BY SWITCH 'a' RECESSED LIGHT FIXTURE ON EMERGENCY LIFE SAFETY CIRCUIT 'A' = FIXTURE TYPE 'a' = CONTROLLED BY SWITCH 'a' WALL MOUNTED LIGHT FIXTURE 'A' = FIXTURE TYPE 'a' = CONTROLLED BY SWITCH 'a' NS = NOT SWITCHED NL = NIGHT LIGHT STRIP FIXTURE - TYPE AS NOTED 'A' = FIXTURE TYPE 'a' = CONTROLLED BY SWITCH 'a' EM = EMERGENCY BACKUP UNDERCABINET LIGHT FIXTURE 'A' = FIXTURE TYPE RECESSED CEILING MOUNTED FIXTURE 'A' = FIXTURE TYPE 'a' = CONTROLLED BY SWITCH 'a' EM = EMERGENCY BACKUP WALL MOUNTED LIGHT FIXTURE 'A' = FIXTURE TYPE 'a' = CONTROLLED BY SWITCH 'a' EM = EMERGENCY BACKUP ACCENT LIGHT OR WALL WASHER 'A' = FIXTURE TYPE 'a' = CONTROLLED BY SWITCH 'a' EM = EMERGENCY BACKUP CEILING MOUNTED EXIT LIGHT; TYPE 'X' - DIRECTIONAL ARROWS WHERE INDICATED - SHADED AREAS INDICATE ILLUMINATED FACE/FACES WALL MOUNTED EXIT LIGHT; TYPE 'X' - DIRECTIONAL ARROWS WHERE INDICATED - SHADED AREAS INDICATE ILLUMINATED FACE/FACES EMERGENCY BATTERY LIGHT UNIT 'A' = FIXTURE TYPE REMOTE LIGHT HEADS FOR EMERGENCY BATTERY LIGHT UNIT TYPE AS NOTED SINGLE POLE SWITCH a = CONTROLLING OUTLET 'a' 2 = DOUBLE POLE 3 = THREE-WAY 4 = FOUR-WAY D = DOOR K = KEY OPERATED MO = MOMENTARY CONTACT T = TIME SWITCH P = PILOT LIGHT DISCONNECT SWITCH - TOGGLE TYPE WITH THERMAL OVERLOAD - 277V HP RATED DISCONNECT SWITCH - TOGGLE TYPE MOTOR RATED, 20A, 1P, U.O.N. WALL DIMMER - TYPE 'A' NUMBER INDICATES WATTAGE RATING OCCUPANCY SENSOR, CEILING MOUNTED OCCUPANCY SENSOR, WALL MOUNTED PHOTO CONTROL SWITCH TRANSFORMER 20A, 125V DUPLEX RECEPTACLE - FLUSH WALL MOUNTED CONTROLLED FROM WALL SWITCH 'a' 20A, 125V DUPLEX RECEPTACLE - FLUSH WALL MOUNTED WITH TWO (2) INTEGRALLY POWERED USB PORTS 20A, 125V QUADRUPLEX RECEPTACLE - FLUSH WALL MOUNTED 20A, 125V EMERGENCY QUADRUPLEX RECEPTACLE - FLUSH WALL MOUNTED 20A, 125V ISOLATED GROUND, DUPLEX RECEPTACLE, FLUSH FLOOR MOUNTED. 20A, 125V DUPLEX RECEPTACLE - FLUSH WALL MOUNTED. GFI TYPE. 20A, 125V EMERGENCY DUPLEX RECEPTACLE - FLUSH WALL MOUNTED 20A, 125V EMERGENCY DUPLEX RECEPTACLE - FLUSH WALL MOUNTED WITH TWO (2) INTEGRALLY POWERED USB PORTS SINGLE RECEPTACLE - FLUSH WALL MOUNTED FM = FLOOR MACHINE WC = WATER COOLER XR = X-RAY 20A, 125V DUPLEX RECEPTACLE SURFACE MOUNTED 20A, 125V SURGE SUPPRESSION DUPLEX RECEPTACLE - FLUSH WALL MOUNTED FLUSH FLOOR MOUNTED JUNCTION BOX OR POKE-THRU FOR ELECTRIFIED FURNITURE POWER FEED C = VOICE/DATA FEED 20A, 125V DUPLEX RECEPTACLE - FLUSH FLOOR MOUNTED 20A, 125V DUPLEX RECEPTACLE - FLUSH CEILING MOUNTED 20A, 125V QUADRUPLEX RECEPTACLE - FLUSH FLOOR MOUNTED 20A, 125V QUADRUPLEX RECEPTACLE - FLUSH CEILING MOUNTED SPECIAL PURPOSE RECEPTACLE - FLUSH WALL MOUNTED A = TYPE SPECIAL PURPOSE RECEPTACLE - FLUSH FLOOR MOUNTED A = INDICATES TYPE PLUG-IN SURFACE METAL RACEWAY - LETTER INDICATES TYPE - WITH SPECIAL PURPOSE RECEPTACLES WHERE INDICATED HOMERUN-NUMERAL WHERE USED INDICATES CIRCUIT NUMBER FOR REFERENCE ONLY. 2#12+1#12G-3/4"C FOR ONE CKT. HOMERUN, U.O.N. 4#12+1#12G-3/4"C FOR TWO CKT. HOMERUN, U.O.N. 6#12+1#12G-3/4"C FOR THREE CKT. HOMERUN, U.O.N. HOMERUN - NUMERAL WHERE USED INDICATES CIRCUIT NUMBER FOR REFERENCE ONLY DIMMER ZONE HOMERUN MOTOR CONTROLLER COMBINATION MOTOR CONTROLLER AND DISCONNECT SWITCH SWITCH AMPS/# OF POLES, VOLTAGE RATING AS REQUIRED UNFUSED DISCONNECT SWITCH SWITCH AMPS/# OF POLES, VOLTAGE RATING AS REQUIRED FUSED DISCONNECT SWITCH; SWITCH AMPS/FUSE AMPS/ # OF POLES, VOLTAGE RATING AS REQUIRED ENCLOSED CIRCUIT BREAKER TRIP AMPS/# OF POLES, VOLTAGE RATING AS REQUIRED NA = NON-AUTOMATIC SURFACE MOUNTED PANELBOARD FLUSH MOUNTED PANELBOARD POWER TRANSFORMER VOLTAGES, WINDINGS AND SIZE AS INDICATED AUTOMATIC TRANSFER SWITCH ATS = AUTOMATIC TRANSFER MTS = MANUAL TRANSFER POLES AND RATING AS NOTED MOTOR GENERATOR GROUND CONNECTION FUSED SWITCH 100 AMP SWITCH / 90 AMP/ 3 POLE UNFUSED SWITCH 100 AMP SWITCH / 3 POLE CIRCUIT BREAKER - DRAW OUT TYPE 100 AMP FRAME / 90 AMP TRIP CIRCUIT BREAKER - MOLDED CASE TYPE 90 AMP TRIP / # OF POLES LT = LONG TIME SETTING ST = SHORT TIME SETTING I = INSTANTANEOUS SETTING NETWORK PROTECTOR 2000 AMP FRAME / 1600 AMP TRIP DIGITAL MULTIMETER MEDIUM VOLTAGE CIRCUIT BREAKER 200A CAPACITY MEDIUM VOLTAGE CIRCUIT BREAKER DRAW OUT TYPE - 200A CAPACITY CURRENT TRANSFORMER NUMBER AND RATIO AS INDICATED FUSED SWITCH 100 AMP SWITCH / 90 AMP HOOKSWITCH FUSE - 125A EXPULSION FUSE CURRENT LIMITER LIGHTNING ARRESTOR WITH GROUND CONNECTION CAPACITOR REACTOR COMBINATION MOTOR CONTROLLER AND FUSED DISCONNECT SWITCH; SWITCH AMPS / FUSE AMPS / # OF POLES. VOLTAGE RATING & STARTER SIZE AS REQUIRED COMBINATION MOTOR CONTROLLER AND CIRCUIT BREAKER TRIP AMPS / # OF POLES, VOLTAGE RATING & STARTER SIZE AS REQUIRED M G 100/3 100/90 90/3 2000/1600 M 200A 200A 3 400/5 100/90 125A 100/90/3 90/3 K EM EM NLNL EM EM EM CEILING MOUNTED JUNCTION BOX WITH FINAL EQUIPMENT CONNECTION FLUSH WALL MOUNTED JUNCTION BOX WITH FINAL EQUIPMENT CONNECTION FLUSH FLOOR MOUNTED JUNCTION BOX PULLBOX NEW CONDUIT/EQUIPMENT NEW EXPOSED CONDUIT NEW UNDERGROUND/IN SLAB CONDUIT NEW EMERGENCY CONDUIT CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT STUB-UP WITH FLEXIBLE EQUIPMENT CONNECTION FLEXIBLE EQUIPMENT CONNECTION CAPPED CONDUIT PUSH BUTTON K = KEY OPERATED H = HOLD UP P = PANIC SECTION A-A FEEDER DESIGNATION H = 480V L = 208V A = SWITCHBOARD 'A' 1 = FEEDER NUMBER ONE EDPH-1-NA1 EQUIPMENT No. IF MORE THAN 1 SAME LOCATION CLOSET DESIGNATION FLOOR OR AREA ELECTRICAL PANEL DESIGNATIONS VOLTAGE: H=480/277; L=208/120 P=POWER; L=LIGHTING/APPLIANCES D=DISTRIBUTION (OPTIONAL) E=EMERGENCY (OMITTED IF NORMAL) XXS S S H H H a FM C A A B D A OS PC T OS C C 450 FACP DGP FAA UPS ESR XX WF PS 460V500kVA 120/208V ATS-1 200A 4P 52 52 J J J NE L DH J DCL ISO DS TV S D ## # SPECIAL PURPOSE SIMPLEX RECEPTACLE. SUBSCRIPT DENOTES NEMA CONFIGURATION AS FOLLOWS: 125V, 2P, 3W (GROUNDED), STRAIGHT BLADE TYPE A - (30A) NEMA 5-30R 250V, 2P, 3W (GROUNDED), STRAIGHT BLADE TYPES B - (15A) NEMA 6-15R C - (20A) NEMA 6-20R D - (30A) NEMA 6-30R E - (50A) NEMA 6-50R 125/250V, 3P, 4W (GROUNDED), STRAIGHT BLADE TYPES F - (15A) NEMA 14-15R G - (20A) NEMA 14-20R H - (30A) NEMA 14-30R I - (50A) NEMA 14-50 R TWIST-LOCK TYPES J - 125V, 2P, 3W (GROUNDED) (20A) NEMA L5-20R K - 250V, 2P, 3W (GROUNDED) (20A) NEMA L6-20R L - 120/208V, 4P, 5W (GROUNDED) (20A) NEMA L21-20R M - 125V, 2P, 3W (GROUNDED) (30A) NEMA L5-30R SPECIAL PURPOSE POWER RECEPTACLE SCHEDULE SYMBOLS DESCRIPTION NOTES WALL MOUNTED CEILING MOUNTED FLOOR MOUNTED 1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL ELECTRICAL DRAWINGS. 2. ALL WORK IS NEW UNLESS OTHERWISE NOTED. 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES TO VERIFY SPACE CONDITIONS. MAINTAIN HEADROOM AND SPACE CONDITIONS. 4. SECURE ALL SUPPORTS TO BUILDING STRUCTURE UTILIZING TOGGLE BOLTS (HOLLOW MASONRY), EXPANSION SHIELDS OR INSERTS (CONCRETE AND BRICK), MACHINE SCREWS (METAL), BEAM CLAMPS (FRAMEWORK), WOOD SCREWS (WOOD) OR PAN THRU STRAPS (METAL DECK). NAILS, RAWL PLUGS AND WOOD PLUGS ARE NOT PERMITTED. WHERE REQUIRED BY STRUCTURE, PROVIDE THRU BOLTS AND FISH PLATES. SUPPORT HORIZONTAL RUNS OF METALLIC RACEWAYS NOT MORE THAN 10 FT APART. SUPPORT RACEWAY RISERS AT EACH FLOOR LEVEL. RUN EXPOSED RACEWAYS PARALLEL WITH OR AT RIGHT ANGLES TO WALLS. 5. ALL MISCELLANEOUS MOUNTING HARDWARE, ATTACHMENTS, SUPPLEMENTAL STEEL AND MEANS OF SUPPORTING DUCTWORK/PIPING/EQUIPMENT FROM BUILDING STRUCTURE SHALL BE SIZED FOR ITS INTENDED PURPOSE AND CAPACITY RATING. COORDINATE WITH HARDWARE MANUFACTURER FOR SPECIFIC REQUIREMENTS AND FIELD CONDITIONS AT POINT OF CONNECTION. REVIEW ALL ATTACHMENTS TO STRUCTURE WITH OWNER’S STRUCTURAL ENGINEER. 6. PASS RACEWAYS OVER WATER, STEAM OR OTHER PIPING WHEN PULL BOXES ARE NOT REQUIRED. NO RACEWAY WITHIN 3 INCHES OF STEAM OR HOT WATER PIPES OR APPLIANCES (EXCEPT PIPE CROSSINGS WHERE RACEWAY SHALL BE AT LEAST 1 INCH FROM PIPE COVERS). 7. CUT CONDUIT ENDS SQUARE. REAM SMOOTH. PAINT MALE THREAD OF FIELD THREADED RACEWAYS WITH GRAPHITE BASE PIPE COMPOUND. DRAW UP TIGHT WITH RACEWAY COUPLING. 8. HORIZONTAL OR CROSS RUNS IN PARTITIONS AND WALLS ARE NOT PERMITTED. DO NOT RUN CONDUIT IN PRECAST ROOF SLABS, IN 2 INCH SLABS OR IN TERRAZZO FLOOR FINISH. 9. LEAVE WIRES WITH SUFFICIENT SLACK TO PERMIT MAKING FINAL CONNECTIONS. RACEWAYS OVER 10 FT LONG IN WHICH WIRING IS NOT INSTALLED: FURNISH FISH WIRE. 10. SET BOXES SQUARE AND TRUE WITH BUILDING FINISH. ERECT WALL AND SWITCH OUTLETS IN ADVANCE OF FURRING AND FIREPROOFING. SECURE TO BUILDING STRUCTURE BY ADJUSTABLE STRAP IRONS. 11. VERIFY LOCATIONS OF OUTLETS AND SWITCHES IN FINISHED ROOMS WITH ARCHITECTURAL DRAWINGS OF INTERIOR DETAILS AND FINISH. IN CENTERING OUTLETS AND LOCATING BOXES AND OUTLETS, ALLOW FOR OVERHEAD PIPES, DUCTS AND MECHANICAL EQUIPMENT, VARIATIONS IN FIREPROOFING AND PLASTERING, WINDOW AND DOOR TRIM, PANELING, HUNG CEILINGS AND THE LIKE. CORRECT ANY INACCURACY RESULTING FROM FAILURE TO DO SO WITHOUT EXPENSE TO OWNER. 12. LOCATIONS INDICATED FOR LOCAL WALL SWITCHES ARE SUBJECT TO MODIFICATIONS AT OR NEAR DOORS. COORDINATE WITH ARCHITECT AND INSTALL SWITCH ON SIDE OPPOSITE HINGE. VERIFY FINAL HINGE LOCATIONS IN FIELD PRIOR TO SWITCH OUTLET INSTALLATION. 13. COVERS OF JUNCTION AND PULLBOXES SHALL BE READILY ACCESSIBLE. 14. PROVIDE PULLBOXES WHERE INDICATED, WHERE REQUIRED BY CODE AND WHEREVER NECESSARY TO FACILITATE PULLING OF WIRE. COORDINATE PULLBOX LOCATIONS WITH OTHER TRADES. 15. EMPTY RACEWAY RUNS: PROVIDE PULLBOXES EVERY 100 FT AND AS INDICATED. COORDINATE LOCATIONS WITH OTHER TRADES. 16. JUNCTION AND PULLBOXES: LOCATE GENERALLY NOT EXPOSED IN FINISHED SPACES. WHERE NECESSARY, REROUTE RACEWAYS OR MAKE OTHER ARRANGEMENTS FOR CONCEALMENT. 17. SUPPORT PANEL, JUNCTION AND PULLBOXES INDEPENDENTLY TO BUILDING STRUCTURE WITH NO WEIGHT BEARING ON RACEWAYS. 18. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. 19. CONNECT CONDUIT TO MOTOR CONDUIT TERMINAL BOXES WITH FLEXIBLE CONDUIT (MINIMUM 18 IN. LENGTH AND 50% SLACK). DO NOT TERMINATE IN OR FASTEN RACEWAYS TO MOTOR FOUNDATION. 20. PROVIDE 2#14 INDICATING PILOT LIGHT WIRES FROM PILOT LIGHT IN CONTROLLER TO LOAD SIDE OF DISCONNECT SWITCH. RUN WIRES IN BRANCH CIRCUIT CONDUIT AND INCREASE CONDUIT SIZE AS REQUIRED. 21. PULL NO THERMOPLASTIC WIRES AT TEMPERATURES LOWER THAN 32°F (0C). PROVIDE CABLE SUPPORTS FOR WIRE IN RISER CONDUITS AS REQUIRED BY CODE. 22. PROVIDE SEPARATE RACEWAYS FOR CONDUCTORS OF NORMAL AND EMERGENCY CIRCUITS. COMMON BOXES: PROVIDE BARRIERS BETWEEN EMERGENCY AND NORMAL WIRING. 23. HEIGHTS OF OUTLETS FROM FINISHED FLOOR TO CENTERLINE OF OUTLET: RECEPTACLES AND TELEPHONES: GENERALLY 1'-6" OVER WORK BENCHES 3'-6" WALL SWITCHES 4'-0" WALL FIXTURES 7'-0" MOTOR CONTROLLERS 5'-0" FA SPEAKERS & HORNS 7'-6" FIRE ALARM STATIONS 4'-0" CLOCKS 7'-6" STROBE LIGHTS 6'-8" TO BOTTOM A. EXCEPTIONS: AT JUNCTION OF DIFFERENT WALL FINISH MATERIALS, ON MOLDING OR BREAK IN WALL SURFACE, IN VIOLATION OF CODE REQUIREMENTS, AS NOTED OR DIRECTED. B. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND CONFIRMING ALL MOUNTING HEIGHTS WITH ARCHITECT AND ARCHITECTURAL DRAWINGS. 24. WIRE COLOR CODING: AS PER CODE. WHERE COLOR-CODED CABLE IS NOT AVAILABLE, CERTIFY IN WRITING AND REQUEST PERMISSION FOR OVERLAP COLOR TAPING OF CONDUCTORS (MINIMUM LENGTH 6") IN ACCESSIBLE LOCATIONS. COLOR CODING, ONCE SELECTED, MUST BE USED CONSISTENTLY FOR THE ENTIRE PROJECT. 25. INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM. INTERFERENCE TO EXISTING FACILITIES. TEMPORARY SHUTDOWNS: ONLY WITH WRITTEN CONSENT OF OWNER. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES. ALARM AND EMERGENCY SYSTEMS ARE NOT TO BE INTERRUPTED. 26. FIRESTOPPING SHALL BE INSTALLED WHENEVER WIRING OR RACEWAYS CROSS FIRE RATED CONSTRUCTION. 27. LIGHTING FIXTURE SCHEDULE STANDARD NOTE: LIGHTING FIXTURE SCHEDULE SHOWN ON ENGINEER'S DRAWINGS ARE FOR INFORMATION PURPOSES ONLY. LIGHTING FIXTURES SHOWN ARE THOSE SELECTED BY ARCHITECT. ENGINEER SHALL NOT BE RESPONSIBLE FOR INFORMATION SHOWN RELATED TO FIXTURE SELECTION AND OVERALL LIGHTING DESIGN. REFER TO ARCHITECTURAL DRAWINGS FOR FURTHER INFORMATION. 28. TO THE BEST OF THE APPLICANT'S KNOWLEDGE, BELIEF AND PROFESSIONAL. JUDGEMENT, THESE PLANS ARE IN COMPLIANCE WITH THE NEW YORK CITY ENERGY CONSERVATION CODE. ELECTRICAL GENERAL NOTES NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 0 5 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t E-000 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING ELECTRICAL COVER SHEET 24375 ELECTRICAL ABBREVIATIONS + SPECIAL MOUNTING HEIGHT. COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS 1P SINGLE POLE 2P TWO POLE 3P THREE POLE AAMPERE AC ABOVE COUNTER ACB AIR CIRCUIT BREAKER AFF ABOVE FINISHED FLOOR AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM ALM ALARM AMM AMMETER AQST AQUASTAT ARF ABOVE RAISED FLOOR ASYM ASYMMETRICAL ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AV AUDIO VISUAL AWG AMERICAN WIRE GAUGE BG BREAK GLASS SWITCH BIL BASIC IMPULSE LEVEL BLDG BUILDING CCONDUIT CAB CABINET CAT CATALOG CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT CL CENTER LINE CLG CEILING CLOS CLOSET CO CONDUIT ONLY COMM COMMUNICATION CONN CONNECTED CONT CONTINUATION CT CURRENT TRANSFORMER CTL CONTROL CU COPPER CUH CABINET UNIT HEATER DB DECIBEL DE DOUBLE ENDED SUBSTATION DEG DEGREE DF DRINKING FOUNTAIN DIA DIAMETER DISC DISCONNECT DIV DIVISION DN DOWN DP DISTRIBUTION PANEL BOARD DT DUST TIGHT DWG DRAWING °C DEGREE CELSIUS °F DEGREE FAHRENHEIT (E) EXISTING TO REMAIN (ER) EXISTING TO BE REMOVED (ERR) EXISTING TO BE REMOVED AND RELOCATED E.C. EMPTY CONDUIT EA EACH EC ELECTRICAL CONTRACTOR EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER,EM EMERGENCY EQUIP EQUIPMENT ERC ELECTRIC REHEAT COIL EWC ELECTRIC WATER COOLER EXIST,EX EXISTING EXT EXTERIOR FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FAP FIRE ALARM ANNUNCIATOR PANEL FBO FURNISHED BY OTHER DIVISION OF WORK FCU FAN COIL UNIT FDR FEEDER FDS FUSED DISCONNECT SWITCH FIXT FIXTURE FL FLOOR FLA FULL LOAD AMPERES FLEX FLEXIBLE FLUOR FLUORESCENT FM FLOOR MACHINE FRZ FREEZER FSP FAN SHUTDOWN PANE; FT FEET OR FOOT FTL FEED THRU LUGS G GROUND GEN GENERATOR GFI GROUND FAULT INTERRUPTER HC HUNG CEILING HH HAND HOLE HID HIGH INTENSITY DISCHARGE HN HALF NEUTRAL HP HORSE POWER HV HIGH VOLTAGE HZ HERTZ IC INTERRUPTING CAPACITY ID INSIDE DIAMETER IG ISOLATED GROUND INCAND INCANDESCENT INST INSTRUMENT IPC ISOLATED POWER CENTER IPX ISOLATED POWER CENTER X-RAY JB JUNCTION BOX KCMIL THOUSAND CIRCULAR MILS KV KILOVOLT KVA KILOVOLT AMPERE KW KILOWATT KWH KILOWATT HOUR LCP LOCAL CONTROL PANEL LIM LINE ISOLATION MONITOR LTG LIGHTING MAP MECHANICAL ALARM PANEL MAX MAXIMUM MCA MINIMUM CIRCUIT AMPERES MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MER MECHANICAL EQUIPMENT ROOM MFS MAIN FUSED SWITCH MH MANHOLE MIC MICROPHONE MIN MINIMUM MLO MAIN LUG ONLY MOPD,MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED MTG MOUNTING MTS MANUAL TRANSFER SWITCH MUFS MAIN UNFUSED SWITCH NNEUTRAL NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NP NETWORK PROTECTOR NTS NOT TO SCALE OC ON CENTER OCB OIL CIRCUIT BREAKER OD OUTSIDE DIAMETER PPOLE PA PUBLIC ADDRESS PAP PLUMBING ALARM PANEL PB PULL BOX PBS PUSH BUTTON SWITCH PHC PIPE HEATING CABLE PNL PANEL PR PRINTER PS PRESSURE SWITCH PT POTENTIAL TRANSFORMER PWR POWER øPHASE (RE) RELOCATED EXISTING (RRO) EXISTING TO BE REMOVED AND RETURN TO OWNER RCS REMOTE CONTROL SWITCH RDCP REMOTE DATA COLLECTION PANEL RECEPT,REC RECEPTACLE REF REFRIGERATOR REQ REQUIRED RFL RAISED FLOOR RG ROOM GROUND POINT RM ROOM RO RACEWAY ONLY RP REFERENCE GROUND POINT SAP SPRINKLER ALARM PANEL SBST SUBSTATION SCHED,SCH SCHEDULE SD SMOKE DETECTOR SDP SMOKE DETECTION PANEL SE SINGLE ENDED SUBSTATION SECT SECTION SIG SIGNAL SN SOLID NEUTRAL SP SINGLE POLE SPD SURGE PROTECTIVE DEVICE SPEC SPECIFICATION SPKLR SPRINKLER SPKR SPEAKER SV SOLENOID VALVE SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR SYM SYMMETRICAL SYS SYSTEMS TB TROUBLE BELL TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPERATURE THERM THERMOSTAT TLBD TERMINAL BOARD TP TAMPER PROOF TRANSF,XFMR TRANSFORMER TS TAMPER SWITCH TV TELEVISION TYP TYPICAL UFD UNDERFLOOR DUCT UH UNIT HEATER UNF UNFUSED UON UNLESS OTHERWISE NOTED V VOLT OR VOLTAGE VA VOLT AMPERE VFD VARIABLE FREQUENCY DRIVE VM VOLTMETER VP VAPORPROOF WWATT WFS WATERFLOW SWITCH WHM WATT HOUR METER WP WEATHERPROOF WT WATERTIGHT XP EXPLOSION PROOF REVISION DATE DESCRIPTION 59 Item 3. OS OS OS OS OS OS OS VS VS VS VS VS VS SLV SLV SLV S LV S OS SOS SLV VS S SS S S SOS OS OS OS OSSOS S 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A P P P P INV-1 LP-1 MSWBD-1 MP-1RP-1 AA A AA A A AA AA AAA AA A AAA AAA AAA AA A D Q DD Q D DD D D DD D D D D D D DD G G G G G G G G G G G G T T T T T T EEE E E E E E E E E E E E E E E H H H H H H H H H H H H 5 5 6 6 7 7 C C X X V D V V V V B E E F F P X X X X X X X NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 0 8 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t E-200 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING ELECTRICAL FLOOR PLAN -LIGHTING 24375 REVISION DATE DESCRIPTION SYMBOL DENOTES KEY NOTE KEY NOTES DRAWING NOTES: 1. REFER TO GENERAL ELECTRICAL NOTES ON E-000. 2. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS FOR ALL DEVICES. COORDINATE LOCATIONS OF DEVICES WITH CASEWORK, FURNITURE, AND EQUIPMENT ELEVATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 3. COORDINATE THE LIGHTING INSTALLATION WITH WORK OF OTHER TRADES TO INSURE CLEARANCES FOR LIGHTING FIXTURES ARE MAINTAINED. NOTIFY ARCHITECT OF ANY CONFLICTS WITH LIGHT FIXTURE LOCATIONS AND WORK OF OTHER DISCIPLINES PRIOR TO FRAMING FOR ANY LIGHTS. ANY DISCREPANCIES BETWEEN THE LIGHTING LAYOUT AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 4. LOCATION OF ALL REMOTE DRIVERS SHALL BE DETERMINED IN THE FIELD UNLESS OTHERISE NOTED. LOCATE REMOTE DRIVERS IN ACCESSIBLE LOCATIONS WITHIN DISTANCES FROM FIXTURES ALLOWABLE BY THE MANUFACTURER. 5. EMERGENCY EGRESS LIGHTING SHALL BE CONTROLLED WITH NORMAL POWER LIGHTING DURING NORMAL CONDITIONS WHEN NORMAL POWER IS AVAILABLE. 6. EXIT SIGNS SHALL NOT BE CONNECTED TO ANY CONTROLS AND SHALL REMAIN ON AT ALL TIMES. 7. CIRCUIT NUMBERS AT FIXTURES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SHCEDULE). ALL LIGHTS SHOWN ON THIS PLAN SHALL BE CIRCUITED TO PANEL LP-1, UNLESS INDICATED OTHERWISE. # 048 16 SCALE IN FEET 60 Item 3. + + + + ++ + + + J + J J JJ JJ WP WP WP WP WP WP J J J J J J DO DO DO DO DO DODO DO 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A MP-1 LP-1 RP-1 MSWBD-1 SOFT SEATING/ CIRCULATION 101 STORAGE / IT 103 MECH 106 TOILET 111 WATER 115 VESTIBULE 116 JANITOR 114 WRR 113 VESTIBULE 100 ACTIVITY ROOM 108 ACTIVITY ROOM 107 ACTIVITY ROOM 109 QR 104 KITCHEN 105 WARMING / BREAKOUT 110 MRR 112 RECEPTION 102 ERV-1 WALL PARTITION EWC GWH-1 CP-1 AUTO FLUSH AUTO FLUSH AUTO FAUCET AUTO FAUCET AUTO FLUSH AUTO FAUCET UTILITY TRANSFORMER DISC-RTU-3 30/0INV-1 GROUND BAR CT CABINET UTILITY METER 1 SERVER RACK BAS PANEL FACP AUTO DOOR AUTO DOOR AUTO DOOR AUTO DOOR VENDING 5 5 6 6 7 7 C C E E F F NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 1 0 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t E-300 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING ELECTRICAL FLOOR PLAN -POWER AND SYSTEMS 24375 REVISION DATE DESCRIPTION SYMBOL DENOTES KEY NOTE KEY NOTES 1 PROVIDE 4KW INVERTER WITH A MINIMUM OF 8 OUTPUT BREAKERS. DRAWING NOTES: 1. REFER TO GENERAL ELECTRICAL NOTES ON E-000. 2. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS FOR ALL DEVICES. COORDINATE LOCATIONS OF DEVICES WITH CASEWORK, FURNITURE, AND EQUIPMENT ELEVATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 3. MINIMUM CONDUCTOR SIZE FOR EACH LIGHTING AND APPLIANCE BRANCH CIRCUIT SHALL BE #12 AWG, #12G IN 3/4" CONDUIT. REFER TO LOW VOLTAGE CABLE SPECIFICATION SECTION FOR ADDITIONAL FEEDER AND CONDUIT SIZES FOR DIFFERENT FEEDER LENGTHS. 4. RECEPTACLES SHALL BE FLUSH WITH FINAL WALL FINISH UNLESS OTHERWISE NOTED. 5. DEVICE BACK BOXES SHALL NOT BE INSTALLED BACK-TO-BACK. PROVIDE 6 INCH MINIMUM SEPARATION BETWEEN BACK BOXES. 6. PROVIDE FIRE STOPPING OF ALL PENETRATIONS WITHIN FIRE-RATED PARTITIONS. PROVIDE FIRE-RATED PUTTY PAD IN FIRE-RATED WALL FOR JUNCTION BOXES AND BACK BOXES WHERE THE DEGREE OF SEPARATION FROM ONE DEVICE TO THE NEXT IS LESS THAN 24 INCHES. 7. NOT ALL JUNCTION BOXES AND PULL BOXES ARE SHOWN ON THIS DRAWING. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE REQUIRED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC). 8. CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SHCEDULE). ALL DEVICES SHOWN ON THIS PLAN SHALL BE CIRCUITED TO PANEL RP-1, UNLESS INDICATED OTHERWISE. BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS OTHERWISE INDICATED ON THE ELECTRICAL EQUIPMENT SCHEDULE. 9. ALL RECEPTACLES IN PUBLIC SPACES SHALL BE TAMPER RESISTANT. 10. PROVIDE BACK BOX AND 1-1/4" CONDUIT WITH PULL STRING TO ABOVE ACCESSIBLE CEILING AT ALL DATA LOCATIONS SHOWN. # 048 16 SCALE IN FEET 61 Item 3. WP 3 3 D D G G 4 4 1 1 B B H H I I 3.1 3.1 2.1 2.1 5.1 5.1 2 2 J J A A RTU-1 RTU-2 WP-DISC-RTU-1 30/3 WP-DISC-RTU-2 30/3 PROPOSED AREA FOR SOLAR 5 5 6 6 7 7 C C E E F F NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 1 1 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t E-301 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING ELECTRICAL ROOF PLAN -POWER 24375 SYMBOL DENOTES KEY NOTE KEY NOTES DRAWING NOTES: 1. REFER TO GENERAL ELECTRICAL NOTES ON E-000. 2. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS FOR ALL DEVICES. COORDINATE LOCATIONS OF DEVICES WITH CASEWORK, FURNITURE, AND EQUIPMENT ELEVATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 3. MINIMUM CONDUCTOR SIZE FOR EACH LIGHTING AND APPLIANCE BRANCH CIRCUIT SHALL BE #12 AWG, #12G IN 3/4" CONDUIT. REFER TO LOW VOLTAGE CABLE SPECIFICATION SECTION FOR ADDITIONAL FEEDER AND CONDUIT SIZES FOR DIFFERENT FEEDER LENGTHS. 4. RECEPTACLES SHALL BE FLUSH WITH FINAL WALL FINISH UNLESS OTHERWISE NOTED. 5. DEVICE BACK BOXES SHALL NOT BE INSTALLED BACK-TO-BACK. PROVIDE 6 INCH MINIMUM SEPARATION BETWEEN BACK BOXES. 6. PROVIDE FIRE STOPPING OF ALL PENETRATIONS WITHIN FIRE-RATED PARTITIONS. PROVIDE FIRE-RATED PUTTY PAD IN FIRE-RATED WALL FOR JUNCTION BOXES AND BACK BOXES WHERE THE DEGREE OF SEPARATION FROM ONE DEVICE TO THE NEXT IS LESS THAN 24 INCHES. 7. NOT ALL JUNCTION BOXES AND PULL BOXES ARE SHOWN ON THIS DRAWING. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE REQUIRED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC). 8. CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SHCEDULE). ALL DEVICES SHOWN ON THIS PLAN SHALL BE CIRCUITED TO PANEL RP-1, UNLESS INDICATED OTHERWISE. BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS OTHERWISE INDICATED ON THE ELECTRICAL EQUIPMENT SCHEDULE. # REVISION DATE DESCRIPTION 048 16 SCALE IN FEET 62 Item 3. (N)PANEL MP-1 120V/208V 200A 80 0 A 200B MSWBD-1 800A, 120/208V, 3Ø, 4W (N)PANEL LP-1 120V/208V 100A 20 0 A 60 A 15 0 A 50 A 60B (N)PANEL RP-1 120V/208V 200A 150B SPLASH PAD (BY OTHERS) 50B 40 A 40A EV CHARGING 40 A 40A EV CHARGING 40 A 40A EV CHARGING 40 A 40A EV CHARGING 40 A 40A EV CHARGING 10 0 A FUTURE SOLAR CONNECTION (30kW) INCOMING UTILITY M MUTILITY METER CUSTOMER METER FOR MECHANICAL, LIGHTING AND PLUG LOADS (N)PANEL INV-1 120V/208V 20A 20B NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 1 3 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t E-600 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING ELECTRICAL SINGLE LINE DIAGRAM 24375 REVISION DATE DESCRIPTION SCALE: NONE1ELECTRICAL RISER DIAGRAM 1.ALL INDICATED FEEDER SIZES ARE FOR 600V, COPPER CONDUCTORS WITH AMPACITIES FOR 75 DEGREE TERMINATIONS AS PER NEC TABLE 310.16 (OR 310.15 2017 NEC). 2. FOR EQUIPMENT RATED FOR 60 DEGREE TERMINATIONS CONTRACTOR SHALL ADJUST FEEDER AND CONDUIT SIZES IN ACCORDANCE WITH NEC 110.14(C)(1). 3. FINAL CONDUIT SIZES SHALL BE ADJUSTED FOR THE FOLLOWING FEEDERS: A. TYPE RHH, RHW AND RHW-2 CONDUCTORS WITH OUTER COVERING. B. TYPE PVC SCHEDULE 40 CONDUIT. C. WHERE EQUIPMENT GROUNDING CONDUCTOR SIZES SHALL BE INCREASED IN SIZE AS PER NOTE 4. 4. WHERE FEEDER CONDUCTORS ARE REQUIRED TO BE INCREASED IN SIZE DUE TO A VOLTAGE DROP OR OTHER REASONS, EQUIPMENT GROUNDING CONDUCTOR SIZES SHALL BE INCREASED IN SIZE PROPORTIONALLY. 5. CONDUIT SIZES INDICATED FOR PARALLEL SETS ARE FOR EACH SET UNLESS OTHERWISE NOTED. NOTES: (COPPER CONDUCTORS WITH EQUIPMENT GROUNDING CONDUCTORS) FEEDER SCHEDULE TAG WIRE & CONDUIT SIZES (3W+G) TAG WIRE & CONDUIT SIZES (4W+G) ALLOWABLE AMPACITY (SEE NOTE 1) 30A 3#10 + #10G - 3/4"C 30B 4#10 + #10G - 3/4"C 35 40A 3#8 + #10G - 3/4"C 40B 4#8 + #10G - 1"C 50 60A 3#6 + #8G - 1"C 60B 4#6 + #8G - 1 1/4"C 65 70A 3#4 + #8G - 1 1/4"C 70B 4#4 + #8G - 1 1/4"C 85 90A 3#3 + #8G - 1 1/4"C 90B 4#3 + #8G - 1 1/4"C 100 100A 3#2 + #8G - 1 1/4"C 100B 4#2 + #8G - 1 1/2"C 115 125A 3#1 + #6G - 1 1/4"C 125B 4#1 + #6G - 2"C 130 150A 3#1/0 + #6G - 1 1/2"C 150B 4#1/0 + #6G - 2"C 150 175A 3#2/0 + #6G - 2"C 175B 4#2/0 + #6G - 2"C 175 200A 3#3/0 + #6G - 2"C 200B 4#3/0 + #6G - 2-1/2"C 200 225A 3#4/0 + #4G - 2"C 225B 4#4/0 + #4G - 2 1/2"C 230 250A (3)250KCMIL + #4G - 2 1/2"C 250B (4)250KCMIL + #4G - 3"C 255 300A (3)350KCMIL + #3G - 3"C 300B (4)350KCMIL + #3G - 3"C 310 350A (3)400KCMIL + #3G - 3"C 350B (4)400KCMIL + #3G - 3"C 335 400A (3)500KCMIL + #3G - 3"C 400B (4)500KCMIL + #3G - 3 1/2"C 380 450A (3)600KCMIL + #2G - 3 1/2"C 450B (4)600KCMIL + #2G - 4"C 420 500A 2 SETS OF (3)250KCMIL + #1G -2 1/2"C 500B 2 SETS OF (4)250KCMIL + #1G - 3"C 510 600A 2 SETS OF (3)350KCMIL + #1G - 3"C 600B 2 SETS OF (4)350KCMIL + #1G - 3"C 620 800A 2 SETS OF (3)500KCMIL + 1/0G -3"C 800B 2 SETS OF (4)500KCMIL + 1/0G - 3 1/2"C 760 1000A 3 SETS OF (3)400KCMIL + #2/0G - 3"C 1000B 3 SETS OF (4)400KCMIL + #2/0G - 3 1/2"C 1005 1200A 3 SETS OF (3)600KCMIL +3/0G - 3 1/2"C 1200B 3 SETS OF (4)600KCMIL +3/0G - 4"C 1260 1600A 4 SETS OF (3)600KCMIL + #4/0G - 3 1/2"C 1600B 4 SETS OF (4)600KCMIL + #4/0G - 4"C 1680 2000A 5 SETS OF (3)600KCMIL + 250KCMIL G -3 1/2"C 2000B 5 SETS OF (4)600KCMIL + 250KCMIL G - 4"C 2100 2500A 6 SETS OF (3)600KCMIL+ 350KCMIL G - 3 1/2"C 2500B 6 SETS OF (4)600KCMIL+ 350KCMIL G - 4"C 2520 3000A 8 SETS OF (3)500KCMIL + 400KCMIL G - 3 1/2"C 3000B 8 SETS OF (4)500KCMIL + 400KCMIL G - 3 1/2"C 3040 4000A 10 SETS OF (3)600KCMIL + 500KCMIL G -3 1/2"C 4000B 10 SETS OF (4)600KCMIL + 500KCMIL G -4"C 4200 63 Item 3. NORTH KEY PLAN DRAWING NUMBER DRAWING TITLE CLIENT .MJWJG^HJWYNK^YMFYYMNXUQFSXUJHNKNHFYNTSTW WJUTWY\FXUWJUFWJIG^RJTWZSIJWR^INWJHY XZUJW[NXNTSFSIYMFY.FRFIZQ^1NHJSXJI&WHMNYJHY ZSIJWYMJQF\XTKYMJXYFYJTK2NSSJXTYF 9^UJITW5WNSYJI3FRJ 1NHJSXJ3ZRGJW=====)FYJ==== 8NLSFYZWJ &WHMNYJHY DUFKLWHFWV FHGDUDYHQXHVRPLQQHDSROLV01 WHO  ID[   +DJHQ&KULVWHQVHQ 0F,OZDLQ STRUCTURAL ENGINEER MECHANICAL / ELECTRICAL ENGINEER CONSULTANT 3 N O T F O R C O N S T R U C T I O N PROJECT NUMBER 10 / 2 4 / 2 0 2 4 7 : 4 6 : 1 3 P M Au t o d e s k D o c s : / / C i t y o f F r i d l e y C o m m o n s P a r k / 2 4 1 3 7 5 _ C i t y o f F r i d l e y C o m m o n s P a r k B u i l d i n g - M E P 2 4 _ C e n t r a l . r v t E-700 555 61st Ave NE Fridley, MN 55432 FRIDLEY COMMONS PARK BUILDING ELECTRICAL SCHEDULES 24375 REVISION DATE DESCRIPTION 1. XXX 2. XXX 3. XXX NOTES: LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMP TYPE CONTROLS TYPE WATTAGE VOLTAGE MANUFACTURER MODEL COMMENTS A SUSPENDED LINEAR PENDANT FIXTURE, NOMINAL 4" X 4" X 48". ONE PIECE EXTRUDED ALUMINUM HOUSING WITH SATIN SILVER FINISH. ALUMINUM BAFFLE WITH POWDER COAT FINISH. INTEGRAL 0-10V DIMMING DRIVER. LED, 800LM/FT, 3500K, 80CRI DIMMING 6 W /LF 120 V MARK ARCHITECTURAL LIGHTING S4PD B LINEAR PENDANT CHANDELIER FIXTURE, 16" CANOPY BASE, 3 60" PENDANTS SUSPENDED AT 12', 16', AND 20' RESPECTIVELY LED, 3500K, 90CRI, 1852LM DIMMING 45 W EA 120 V EUREKA LIGHTING 4427-VEL (303S6) D RECESSED ROUND DOWNLIGHT, NOMINAL 4.5" X 8.2" X 11.0", MIN 0.1% DIM LEVEL, DIM-TO-DARK LED, 3500K, 80CRI, 15LM DIMMING 15 W EA 120 V GOTHAM IVO4 E RECESSED OUTDOOR SQUARE DOWNLIGHTS, 4.72" X 4.72" X 3.54"H, 0-10V DIMMING TO 1.0% LED, 3000K, 80CRI, 1251LM DIMMING 16 W EA 120 V DESIGNPLAN AP2110 G SUSPENDED LINEAR STRIP FIXTURE, NOMINAL 3" X 3" X 48". STEEL HOUSING WITH BAKED WHITE ENAMEL FINISH. CURVED DIFFUSE LENS. INTEGRAL 0-10V DIMMING DRIVER. DAMP LOCATION LISTED. LED, 3000LM, 3500K, 80CRI DIMMING 30 W EA 120 V LITHONIA LIGHTING ZL1D H SURFACE-MOUNTED COVE LIGHT, NOMINAL 2" X 3" X 48". EXTRUDED ALUMINUM HOUSING WITH POLYESTER POWDER COAT FINISH. EXTRUDED ACRYLIC LENS. REMOTE 0-10V DIMMING DRIVER TO 1%. ADJUSTABLE MOUNT SIDE HINGE. 10X60 DEGREE DISTRIBUTION. LED, 750LM/FT, 3500K, 80CRI DIMMING 7 W /LF 120 V MARK ARCHITECTURAL LIGHTING MKS501 P MULTIPLE SQUARE PENDANT FIXTURE WITH 3 SQUARES IN 24"X24", 36"X36" AND 48"X48" CONFIGURATION. ALUMINUM EXTRUDED HOUSING WITH POLYESTER POWDER COAT FINISH, COLOR TO BE SELECTED BY ARCHITECT. POLYCARBONATE SATINE FINISHED LENS. SINGLE CANOPY MOUNTING WITH REMOTE 0-10V DIMMING DRIVER TO 1%. LED, 17,300LM, 3500K, 90CRI DIMMING 200 W EA 120 V LUMENWERX RIM MULTIPLE Q SUSPENDED DRUM PENDANT, NOMINAL 24" DIAMETER X 5" HIGH. OPAL ACRYLIC FLUSH FLAT LENS WITH DIRECT ONLY OPTICS. SMOOTH ALUMINUM EXTRUDED HOUSING. FINISH TO BE SELECTED BY ARCHITECT. RIGID STEM MOUNT. INTEGRAL 0-10V DIMMING DRIVER TO 1%. LED, 4000LM, 3500K, 80CRI DIMMING 40 W EA 120 V MARK ARCHITECTURAL LIGHTING MGLP T RECESSED TROFFER FIXTURE, 2' X 2', SMOOTH REFLECTOR FIXTURE STYLE, CURVED SMOOTH DIFFUSER, DIMS TO 1% (0-10V DIMMING) LED, 33LM, 82CRI, 3500K DIMMING 33 W EA 120 V LITHONIA LIGHTING 2BLT2 V SURFACE-MOUNTED VANITY FIXTURE, 24"L, 0-10V DIMMING OPTION, ALUMINUM BODY, PC DIFFUSER LED, 542LM, 3500K ON/OFF 11 W /LF 120 V WAC LIGHTING WS-73117 X SURFACE-MOUNTED EMERGENCY EXIT SIGN, 12.7" X 9.8" X 0.5", BRUSHED ALUMINUM, SINGLE FACE, EXIT WITH NO ARROW 5 W EA 120 V LITHONIA LIGHTING EDGC 64 Item 3. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. AGENDA REPORT Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission Submitted By: Mike Maher, Parks and Recreation Director Title Moore Lake Community Building Rental Policy Review Background The Moore Lake Community Building has been in operation for roughly six months and the rental program has been well-utilized by individuals, businesses and non-profit groups. From April-October 2024, there have been 57 half-day rentals and 30 full-day rentals at the facility which has generated nearly $24,000 in rental revenue and served 5,353 guests. Several questions have recurred during the initial period of facility rentals that staff would like to discuss with the Commission so that renal policies can be continuously refined, clarified, and improved. During the October Parks and Recreation Commission meeting, several requests came before the group to request waiver of rental fees for non-profit organizations. The Commission approved the requests but requested additional opportunity to discuss policy for the future. Additionally, staff would like to discuss the following scenarios with the Commission:  Recurring rentals such as weekly, monthly, etc. o Weekdays may be permissible while weekends may not o Limited recurrence may be permissible while ongoing recurrence may not o Non-profit vs. for-profit  Rentals where items may be offered for sale such as arts or crafts o May be permissible for non-profit organizations such as a bake sale or art/craft sale o May be permissible when a private event or participants are invited or registered o May not be permissible for a rummage sale open to the public, as an example  Rentals that may be for groups charging for classes, workshops, etc. (for-profit vs non-profit) o May be permissible for non-profit organizations or partner organizations such as University of Minnesota Extension, 4-H, Community Education, etc. o May or may not be permissible for events where registration is required. One example might be a fitness class not affiliated with Fridley Parks and Recreation. o May or may not be permissible for private events such as a concert, rally, or public speaker not affiliated with the City of Fridley. 65 Item 4. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. Financial Impact The majority of facility rentals are private community events and it is not likely that policy refinements would have a significant impact on renal revenue over the course of a calendar year. Recommendation Staff requests that the Commission provide guidance on fee waiver requests from non-profit organizations as well as refinement of policy for appropriate use of the Moore Lake Community Building. Attachments and Other Resources  Current Moore Lake Community Building Rental Policy 66 Item 4. Moore Lake Community Building Rental Fees and Guidelines 3-1-2024 67 Item 4. Moore Lake Community Building Fees and Guidelines 1 Moore Lake Community Building Rental Fees and Guidelines Rental Guidelines 1. How to Reserve the Moore Lake Community Building 2. Rental Fees and Hours 3. Damage and Code of Conduct Deposit 4. Code of Conduct 5. Decorating Guidelines 6. Facility Setup and Cleanup 7. Catering Guidelines 8. Event Parking 9. Cancellation Policy 10. Rental FAQ’s 1. How to Reserve the Moore Lake Community Building Reservations for the Moore Lake Community Building are available online through the City of Fridley’s website at: https://www.fridleymn.gov/198/Facility-Equipment-Rentals To begin, click on ‘Request a Rental’, this will direct you to the reservation request system. Available dates will be shown along with applicable fees. You will need to login to your account to finalize the reservation. If you have not already created an account, please do so. Assistance is available by calling the Fridley Parks and Recreation office at (763)572-3570. 2. Rental Fees and Hours The Moore Lake Community Building is available for community rental use daily from 8:00 am to 9:00 pm, except the following holidays: New Year’s Eve, New Year’s Day, Easter Sunday, Juneteenth, July 4th, Thanksgiving Day, Christmas Eve, Christmas Day. Holiday availability may be subject to change. 68 Item 4. Moore Lake Community Building Fees and Guidelines 2 Building Rental Capacity: 72 Guests Seated or 100 Open House Rental Days Rental Hours Resident* and Non-profit Rate Non-Resident rate Damage Deposit Optional Building Monitor** Mon- Thurs Fri Morning Half day 1 8 am–2 pm Half day 2 3 pm-9 pm Full day 8 am–9 pm Half day 1 or 2 $150 + tax Full day $225 + tax Half day 1 or 2 $225 + tax Full day $337.50 + tax $200 $25/hourly 2-hour minimum Fri Evening Saturday Sunday Half day 1 8 am–2 pm Half day 2 3 pm-9 pm Full day 8 am–9 pm Half day 1 or 2 $250 + tax Full day $375 + tax Half day 1 or 2 $400 + tax Full day $600 + tax $200 $25/hourly 2-hour minimum * Includes individuals and Fridley businesses ** See Rental FAQ’s for more information on optional building monitor option 3. Damage and Code of Conduct Deposit The Moore Lake Community Building is a shared resource for Fridley residents and was constructed to provide a sense of community and civic pride. Attention to cleaning, maintenance and housekeeping will provide decades of enjoyment of this beautiful facility. All renters will provide a fully refundable damage and conduct deposit of $200 per rental, which will be charged to a credit or debit card and issued as a refund after an inspection of the facility and review of the rental report has been completed. Staff retains the right to not return the damage and conduct deposit, as well as to seek reimbursement for additional damages when cleaning has not been completed, the code of conduct has been violated, or damage has been incurred to the facility by the rental group. Rental parties will sign an agreement as part of the rental process, agreeing to the terms of the Damage and Code of Conduct policy. 69 Item 4. Moore Lake Community Building Fees and Guidelines 3 4. Code of Conduct  No driving or vehicle use is permitted outside of the designated parking areas.  Candles or other open flames, with the exception of products designed to warm a chafing dish operated by a caterer licensed by Anoka County, are prohibited.  Alcohol is prohibited in Moore Lake Park and the Moore Lake Community Building.  Tobacco, vaping, and recreational cannabis are prohibited in Moore Lake Park and the Moore Lake Community Building  Glitter, confetti, helium balloons and pinatas are prohibited in the Moore Lake Community Building  Push pins, tape, nails, putty or other fasteners or adhesives may not be used to hang or display items from walls, columns, or ceilings.  Rentals are limited to the time periods defined in the rental contract. Accessing or attempting to access the rental space outside of the times designated in the rental contract is prohibited. Failure to vacate the building by the time specified in the rental contract will result in loss of deposit.  Amplified music is not permitted outside of the Moore Lake Community Building. An audio system is included in the facility rental with Bluetooth connectivity.  No animals, except for service animals, are permitted in the Moore Lake Community Building  Failure to complete the post-event facility cleaning procedure will be considered a breach of the code of conduct.  Admitting guests to a facility rental in excess of the building seating capacity of 72 persons seated or 100 guests for an open house event will result in loss of the damage and code of conduct deposit.  Access to the kitchenette is included in the rental agreement. Failure to properly secure or turn off appliances will result in loss of the damage and code of conduct deposit.  Photos, movies, presentations and other memorabilia displayed in the facility must be appropriate for a general audience and must be shown in compliance with copyright and licensing requirements. 5. Decorating Guidelines The Moore Lake Community Building was designed to provide a beautiful and festive space for meetings and gatherings. No items may be adhered or affixed to the windows, doors, walls, columns or ceilings in any way, shape, or form. Acceptable activities include:  Tables are available to display photographs or memorabilia.  The audio/visual system may be used to project photos or presentations.  Freestanding decorations may be placed on the floor.  Freestanding sandwich boards may be placed in designated locations to indicate building use or occupancy. 70 Item 4. Moore Lake Community Building Fees and Guidelines 4  Centerpieces or other table-top decorations are permitted.  Candles and other open flames are prohibited 6. Facility Setup and Cleanup The Moore Lake Community Building features both circular and rectangular tables with stacking chairs for a wide variety of meeting and event setup options. Rectangular and round tables tilt vertically and are on casters for easy setup and efficient storage. Stacking chairs may be easily moved using provided carts. Rental groups are responsible for setup of tables and chairs for their event and for completing the basic cleaning checklist provided. Staff will stack chairs and move tables to the designated storage room. After each facility rental, the rental party is asked to complete the following as part of the facility use agreement:  Wipe down or rinse any food service areas and amenities that were used including the kitchen counters, refrigerator, coffee maker, tables, microwave oven, and kitchen floor using the cleaning kit found in the kitchenette.  Use the provided broom and dustpan to sweep up any noticeable food scraps, crumbs, or spills on the floor of the kitchen or community room.  Place all garbage, recycling, and organics into the provided containers.  Wipe down all tables and chairs used for your event using paper towels and water from the kitchenette.  Remove all items brought into the facility. Do not leave any food, utensils, condiments, coffee sugar or creamer, water or beverages.  Notify staff immediately of any damage, incidents, spills, injuries, or problems with the facility such as the AV system, plumbing, electrical outlets, or door locks. 7. Catering Guidelines If you choose to have your event catered: • All alcoholic beverages are prohibited. • Caterers are only allowed to access the facility during your specified rental period. • Caterers are responsible for linens, serving items and all tableware items. • Commercial catering vehicles (food trucks) must be registered with the City of Fridley and approved as part of your rental agreement. • Please ask your caterer to use washable plateware and silverware or to use compostable items during the catering of your event. • Cotton candy makers are not allowed. If you choose to self-cater your event, follow the listed guidelines: • All alcoholic beverages are prohibited. • Cotton candy makers are not allowed. 71 Item 4. Moore Lake Community Building Fees and Guidelines 5 • The kitchenette contains: a small refrigerator with freezer, a microwave, running water, electricity, and counter space. Additional servings space may be created by using tables along the north wall with access to electrical outlets. • There is no stove or oven available for cooking. Fully cooked food should be brought on site using crock pots, electric roasting pans, or similar warming devices. • Access to electrical outlets is included in the catering kitchen. • You are responsible for your own linens, serving items and all tableware items. • Use of compostable or reuseable products is required and composting containers are available in the facility. Compostable flatware and silverware may be purchased as an add on to your rental agreement. Moore Lake Community Building is a Zero Waste Facility. Compostable event packages containing silverware and plateware for fifty is available for purchase as part of your rental. Instructions for pickup of these items will be included in your rental contract. Please contact the City of Fridley Environmental Planner with questions regarding the zero waste facility program at (763)572-3594. 8. Event Parking The Moore Lake Park south parking lot, servicing the community building, includes 50 parking spaces. These spaces are non-reservable and are also used for general park use. Rental groups may not restrict access to parking for any other park guests. Overflow parking for events and facility rentals is available in the north parking lot and along Central Ave. NE. 9. Cancellation Policy • More than 30 days prior to rental date: 100% refund • 14-30 days prior to rental date: 50% refund • Less than 14 days prior to rental date: no refund • No refunds are given due to weather conditions unless the park or facility is officially closed due to severe weather conditions. 10. Facility Rental FAQ’s What are the benefits of adding an optional building monitor to my facility rental? An optional building monitor is available for an additional $25 per hour for your rental of the Moore Lake Community Building. This staff member can assist in opening and closing the facility, setting up tables and chairs, greeting guests and operating the Audio-Visual system. They can also provide assistance as you complete the basic cleaning checklist at the conclusion of your event. The building monitor can 72 Item 4. Moore Lake Community Building Fees and Guidelines 6 be scheduled for a minimum of two hours of time and can be present for a portion of your rental if assistance is not required for the entire event. A staff member may not be requested for more than one time period during your rental period. For example, a staff member may not be requested for the first two hours and the last two hours of your rental. What responsibilities are not included in having an optional building monitor? The optional building monitor can help your event or meeting run smoothly by helping with things like building access, setup, and use of the AV system. The building monitor will not assist with food or beverage preparation or serving. The monitor may assist you with the basic cleaning checklist but does not excuse the renter from excessive cleanup or damage charges that may be incurred. What “extras” are included in my facility rental? Facility rental includes exclusive access to the enclosed portion of the Moore Lake Community Building including interior restrooms, community room, kitchenette, and south patio. What is not included in my facility rental? Rental of the Moore Lake Community Building does not include exclusive access to the open-air portion of the building. This area will remain open to the public at all times. Building rental does not include exclusive access to parking, playground, courts, fishing piers, trails or any other park amenities except the building and south patio. Several “space reserved for private event” signs are available in the building and may be placed at the entrance and patio to discourage public use. How do I get into the building? When you arrive at the building the doors will be locked. Use your unlock code to open the doors. The doors will remain unlocked for your guests to arrive during your reservation. When you leave the building use the lock code to secure the building. The codes will only be active during the time of your reservation. You are financially responsible for any damage/theft that occurs due to failing to secure the building. If the unlock and lock codes are not working, please call the number listed on your Unlock/Lock Code Instruction guide (this will be sent to you via email prior to your reservation date). 73 Item 4. Moore Lake Community Building Fees and Guidelines 7 What if someone comes into the building during my event or rental? You will have code to unlock the Moore Lake Community Building when you arrive and a code to lock it when you leave. Please display your rental permit in the display case at the building entrance to notify the public that the facility is rented for a private event. Restrooms are available in the open-air portion of the building for park visitors. If there is a conflict with a park user or an individual does not respond to a polite request to leave the facility, please call 911 and ask for assistance from Fridley Public Safety. City of Fridley staff may enter the building at any time during your rental period to monitor use of the space, conduct maintenance or perform administrative tasks. What can I do with the Audio-Visual system? Rental groups may use the audio-visual system to play music or display onto the presentation screen. A computer is not provided but a variety of inputs including USB-C and HDMI are available to connect to the system. Cell phones may be used to connect to the audio system to play music using a Bluetooth connection. Laminated instruction cards are located at the kiosk and wall panel for the AV system. Renters are responsible for providing a laptop computer for presentations or slideshows. What do I do if there is a problem with the restrooms? It is unlikely that you will experience issues with the restrooms during your facility rental. However, if a restroom needs to be removed from service, an out of order sign is located in the catering kitchen. Please place this sign at the restroom doorway and notify staff immediately after your rental period. How many items can I plug in to keep my food warm in the kitchenette? Typically, up to four crock pots or roasters may be plugged into outlets in the catering kitchen. Additional items may be plugged into wall outlets on the perimeter of the community room using tables to create expanded counter space. Please do not use extension cords or power strips to plug multiple food warming devices into a single outlet. 74 Item 4. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. AGENDA REPORT Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission Submitted By: Tara Rogness, Springbrook Nature Center Manager Title Springbrook Nature Center Report Background Attached is the update from Springbrook Nature Center for the November 4, 2024 Parks and Recreation Commission meeting. Financial Impact None. Recommendation None. Attachments and Other Resources  Springbrook Nature Center Update November 4, 2024 meeting 75 Item 5. Springbrook Nature Center Park & Rec Commission Report October Education Programs October brings many environmental education programs alongside the largest community event at Springbrook. We are very proud of the amount of instruction we were able to deliver in an already busy month! Number of Children Taught: 1,549 Number of Hours of Teaching: 2,002.5 October Rentals & Birthday Parties  There were 5 birthday parties in October, with themes including Reptiles, Survival, Fort Building and Eco-Pirates.  In October, there were 3 indoor room rentals. Grants  We will begin purchasing for the Xcel Energy Foundation Grant entitled “Wild Connections in Environmental Education” soon. Be on the lookout for new animal enclosures and equipment to make it easier to teach with animal ambassadors.  We have been awarded a grant from The International Paper Foundation for a project entitled “Culture and Team Building in Nature” in which we aim to enhance our team building programming with portable low ropes challenges that will create perceived risk and aid in communication, active listening, trust, leadership, and social emotional skills in children and adults. Park & Building Maintenance  The round about construction finished (minus a few minor details not requiring road closures) at 7 pm the evening before Pumpkin Night in the Park. We look forward to a much safer intersection and entrance to the park!  Repairs are being scheduled for the interpretive center geothermal system.  The Nature Play expansion has been installed with one small error. The last component of the play area has been ordered and should ship the week of Thanksgiving with installation slated for the first week of December. In the meantime, we have opened the area for play and are thrilled with the interest and attendance we’ve seen. Adding in some elements 76 Item 5. with a higher perceived risk has resulted in more adults and older kids playing on the equipment themselves, and further engaging with their children in this space. Events  Pumpkin Carving had nearly 800 people in attendance over the course of 5 days who carved 1,300 pumpkins (which were gutted by another set of nearly 60 volunteers and staff). The addition of the music and concessions made the carving events even more fun.  Pumpkin Night in the Park was a successful community event with more than 2,500 ticket sold. We placed 1,300 pumpkins on the trail with the help of 40 volunteers. We “lit” those pumpkins with glow- sticks and battery operated candles with the help of another 30 volunteers. There were 5 fire dancer performances, more than a dozen actors along the trails to entertain the crowd and one “camp”fire in the woods that was lit with battery operated lights instead of flames (note that burn restrictions were in place due to extremely dry weather conditions). Pumpkin Night in the Park 2024 77 Item 5. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. AGENDA REPORT Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission Submitted By: Margo Numedahl, Recreation Division Manager Title Fridley Parks and Recreation Division Report Background Attached is the update from the Parks and Recreation Department for the November 4, 2024 Parks and Recreation Commission meeting. Financial Impact None. Recommendation None. Attachments and Other Resources  Attached is the update from the Parks and Recreation Department for the November 4, 2024 Parks and Recreation Commission meeting. 78 Item 6. HIGHLIGHTS Recreation Division: October 2024 Fall Programs Below is a list of programs and participation numbers for those that took place in October. Preschool: Ages 3-5 Soccer (6 sessions): Sep-Oct 6 Elementary – Middle School: Grades K-7 Soccer Gr. K-4 (6 sessions): Sep-Oct 22 Outdoor Games & Halloween Fun Gr. K-4 (6 sessions): Sep-Oct 19 Painting Gr. K-4 (6 sessions): Sep-Oct 18 Harvest Festival & Corn Maze: Field Trip Oct. 17 Fridley: 11, SLP: 7 18 Zero Gravity & Pumpkin Carving: Field Trip Oct. 18 Fridley 18, SLP: 7 25 Adult Fitness and Athletics Zumba (2 classes/6 sessions each): Sep-Oct 16 Pickleball Skills and Drills (4 sessions): Sep-Oct 4 – Fridley, 8 - SLP 12 Pickleball Live Play Coaching (4 sessions): Oct-Nov 5 – Fridley, 5 – SLP 10 Pickleball Ladder League – All Ages: Oct-Dec 23 – Fridley, 22 – SLP 45 Pickleball Ladder League – Ages 20-40: Oct-Dec 19 – Fridley, 9 – SLP 28 Volleyball Leagues (Coed Rec/Comp, Women’s Comp) North Metro League*: Fridley-4 teams, 3 individuals 32 teams *North Metro Leagues are offered in cooperation with Mounds View, New Brighton, and Spring Lake Park. Parks and Recreation Brochure The November/December brochure is complete and was delivered to residents during the week of October 28. 79 Item 6. October Facility Rentals Facility Reservations Moore Lake Community Building 12 Shelters (Commons, Flanery, Locke, Moore Lake #5) 13 Community Park 58 Commons Park Fields (Baseball and Football) 19 Picnic Shelter Reservations Our shelter rental season came to a close at the end of October. We had a busy season with the re-opening of Moore Lake Park and the addition of Locke Park. We doubled the number of reservations from last year with a total of 129 rentals. Below is a list of the different shelters and numbers of reservations for each. Facility Reservations Flanery Park Shelter 20 Commons Park Shelter 42 Locke Park Shelter #1 45 Locke Park Shelter #2 3 Moore Lake Picnic Shelter #5 19 TOTAL 129 Moore Lake Community Building Year-to-date Below is a list of reservations and revenue generated since opening the building on April 9 through October 31. The total number of guests is 5,353 (average is about 60 per reservation). Facility Reservations Revenue Moore Lake Community Building – Half Day Rental 57 $12,650 Moore Lake Community Building – Full Day Rental 30 $11,312 TOTAL 87 $23,692 80 Item 6. Fridley Youth Sports Association Reservations Youth sports were booming this year with a total of 575 athletes. Below is a list of the fields that were used, the number of reservations for each, and the sports participation numbers. Soccer Reservations Participation Community Park Fields 3, 4, 5 & 6 247 213 - Summer (PreK – 8 gr.) 116 - Fall (PreK - 6 gr.) Baseball Reservations Participation Commons Park Fields 1 & 2 80 150 - Summer 25 - Fall Ray Thompson Little League Baseball Fields 151 Terrace Park 20 Total 251 Football Reservations Participation Commons Park Stadium Field 15 71 Minnesota Recreation and Park Association (MRPA) Annual Conference Mike, Margo, Jessica and Brice attended the MRPA Annual Conference at the end of September. Over 400 Parks and Recreation Professionals from across the state were in attendance. Our team benefited from the many educational sessions, keynote speakers, and opportunities to network with the many delegates. 81 Item 6. Fall Field Trips We had some amazing trips over MEA break in partnership with Spring Lake Park Recreation. We went to Twin Cities Harvest Maze on October 17 where we explored the giant corn maze, had fun in the corn pit, ventured through the pumpkin patch, and jumped on inflatables! It was a blast! On Friday, October 18, we started our day at Zero Gravity Trampoline Park where we bounced, played dodgeball, climbed and more! After lunch, we spent the afternoon carving pumpkins, and our pumpkins were placed on the trails of SNC’s Pumpkin Night in the Park! The kids were excited to be able to search for their pumpkins at the event. Pumpkin Night in the Park The Recreation Division contributed to the Annual Pumpkin Night in the Park at Springbrook Nature Center supporting pumpkin carving, set-up, clean-up, parking, and entrance gate duties. Jessica and Susan helped with some extra promotion by creating a video for Springbrook’s social media page that brought over 3500 views! In addition, staff coordinated the shuttle and were onsite at Spring Lake Park High School. Approximately 645 people used the shuttle this year and it has been appreciated by participants who want to avoid the congested parking near the Nature Center. 82 Item 6. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. AGENDA REPORT Meeting Date: November 4, 2024 Meeting Type: Parks and Recreation Commission Submitted By: Jeff Jensen, Operations Manager – Streets, Parks, and Facilities Title Park Maintenance and Construction Report Background Attached is the Park Maintenance and Construction report for the November 4, 2024 meeting. Financial Impact None. Recommendation None. Attachments and Other Resources  Park Maintenance Report for November 4, 2024 meeting 83 Item 7. Memorandum The park maintenance team has been continuing weekly tasks of mowing, mulching leaves and cleaning all parks. The team has completed work at SNC with installation of wood fencing, Pumpkin Night Prep and safety woodchips installed in the newly expanded nature play area. We have been doing odd jobs to help complete all three neighborhood park projects. We have been cutting down all planted areas and re-seeding where needed in all parks. We just completed wood chipping the trail around Farr Lake and prepping equipment for winter maintenance. Plans are in place to start converting one field at Community Park into a multi-use field, but that project will be weather dependent. Logan Park, Edgewater Gardens Park and Plymouth Square Park have wrapped up construction for 2024 and are open to the public for use. Some small items such as court resurfacing, court striping, and tree planting will extend into the spring of 2025. Date: 8/29/2024 To: Mike Maher, Parks and Recreation Director From: Jeff Jensen, Operations Manager, Streets, Parks, Facilities DEPT: Public Works CC: Margo Numedahl, Parks and Recreation Manager RE: Parks and Recreation Commission Report for November 4th, 2024 Meeting 84 Item 7.