1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
ARCHITECT
RNL
1050 17th Street, Suite A200
Denver, CO 80625
303.295.1717
CIVIL
JORGENSEN ASSOCIATES
PO Box 9550
1315 South Highway 89, Suite 203
Jackson, WY 83001
307.733.5150
LANDSCAPE
RNL
1050 17th Street, Suite A200
Denver, CO 80625
303.295.1717
STRUCTURAL
MONROE & NEWELL
1400 Glenarm Place, Suite 101
Denver, CO 80202
303.623.4927
MECHANICAL
M E GROUP
707 17th Street, #3000
Denver, CO 80202
303.382.1920
ELECTRICAL
M E Group
707 17th Street, #3000
Denver, CO 80202
303.382.1920
MAINTENANCE EQUIPMENT
MAINTENANCE DESIGN GROUP
1600 Stout Street, Suite 940
Denver, CO 80202
303.302.0266
FUEL SYSTEMS
FUEL SOLUTIONS INC
12340 Santa Monica Blvd, Suite 133
Los Angeles, CA 90025
310.207.8548
SUSTAINABILITY
AMBIENT ENERGY
130 West 5th Avenue
Denver, CO 80204
303.278.1532
CHECKED BY: Checker
4/5/2013 2:56:55 PM
DRAWN BY: Author
C:\Users\shamilton\Desktop\Revit
Local\2013\3123_STARTBus_Arch_shamilton.rvt
DESIGN DEVELOPMENT
VOLUME 2 of 2
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
DESIGN DEVELOPMENT
8 APRIL 2013
JACKSON, WYOMING
5
6
7
8
9
10
11
12
13
SHEET NO.
14
15
INDEX OF DRAWINGS
SHEET NAME
SHEET NO.
VOLUME 1
01-GENERAL INFORMATION
G001-1
ABBREVIATIONS, SHEET INDEX, & SYMBOLS
G101
LIFE SAFETY PLAN LEVEL 1
G102
LIFE SAFETY PLAN LEVEL 2 & 3
G201
3D VIEWS
G202
PERSPECTIVE
N
M
L
K
05 - CIVIL
C001
C101
C201
C301
C302
C303
C401
C501
C601
C602
C701
C702
C703
C704
CIVIL NOTES, LEGEND
EXISTING CONDITIONS
SITE PLAN OVERVIEW
ROAD PLAN & PROFILE
ROAD PLAN & PROFILE
ROAD PLAN & PROFILE
UTILITY PLAN
TRAFFIC FLOW AND STRIPING
RETAINING WALL PLAN
RETAINING WALL PLAN
DETAILS
DETAILS
DETAILS
DETAILS
06-LANDSCAPE
L101
L102
L201
L301
L302
L303
L304
L305
OVERALL LAYOUT PLAN
ENTRY PLAZA LAYOUT PLAN
OVERALL PLANTING PLAN
DETAILS
DETAILS
SECTIONS
SECTIONS
DETAILS - PLANTING
07-STRUCTURAL
S000
S001
S002
S003
S101
S102
S103
S111
S112
S113
S114
S115
S116
S117
S121
S122
S123
S125
S131
S132
S133
S134
S135
S136
S137
S200
S300
S301
S302
S303
S304
S400
J
I
H
F
E
D
C
17
18
INDEX OF DRAWINGS
SHEET NAME
VOLUME 2
01-GENERAL INFORMATION
G001-2
SHEET INDEX - VOLUME 2
GENERAL NOTES
FOUNDATION DETAILS
FOUNDATION DETAILS
FOUNDATION DETAILS
OVERALL FOUNDATION PLAN
OVERALL LEVEL 2 AND FRAMING PLAN
OVERALL ROOF FRAMING PLAN
FOUNDATION PLAN AREA A
FOUNDATION PLAN AREA B
FOUNDATION PLAN AREA C
FOUNDATION PLAN AREA D
FOUNDATION PLAN AREA E
FOUNDATION PLAN AREA F
CNG FOUNDATION PLAN
LEVEL 2 FLOOR FRAMING PLAN AREA A
LEVEL 2 CRANE RAIL
LEVEL 2 FLOOR FRAMING PLAN AREA C
LEVEL 2 FLOOR FRAMING PLAN AREA E
ROOF FRAMING PLAN AREA A
ROOF FRAMING PLAN AREA B
ROOF FRAMING PLAN AREA C
ROOF FRAMING PLAN AREA D
ROOF FRAMING PLAN AREA E
ROOF FRAMING PLAN AREA F
CNG ROOF FRAMING PLAN
FRAMING DETAILS
FRAMING DETAILS
FRAMING DETAILS
FRAMING DETAILS
TRUSS #1 PROFILE
TRUSS #2 PROFILE
MASONRY DETAILS
08-ARCHITECTURE
A101
LEVEL 1 FLOOR PLAN
A102
LEVEL 2 & 3 FLOOR PLAN
A103
ROOF PLAN
A104
LEVEL 1 RCP
A105
LEVEL 2 & 3 RCP
A111
LEVEL 1 FLOOR PLAN AREA A
A112
LEVEL 1 FLOOR PLAN AREA B
A113
LEVEL 1 FLOOR PLAN AREA C
A114
LEVEL 1 FLOOR PLAN AREA D
A115
LEVEL 1 FLOOR PLAN AREA E
A116
LEVEL 1 FLOOR PLAN AREA F
A117
LEVEL 1 FLOOR PLAN & ROOF PLAN - CNG
A121
LEVEL 2 FLOOR PLAN AREA A
A123
LEVEL 2 FLOOR PLAN AREA C
A124
LEVEL 2 FLOOR PLAN AREA D
A125
LEVEL 2 & 3 FLOOR PLAN AREA E
A126
LEVEL 2 FLOOR PLAN AREA F
A131
ROOF PLAN AREA A
A132
ROOF PLAN AREA B
A133
ROOF PLAN AREA C
A134
ROOF PLAN AREA D
A135
ROOF PLAN AREA E
A136
ROOF PLAN AREA F
A141
LEVEL 1 RCP AREA A
A142
LEVEL 1 RCP AREA B
A143
LEVEL 1 RCP AREA C
A144
LEVEL 1 RCP AREA D
A145
LEVEL 1 RCP AREA E
A146
LEVEL 1 RCP AREA F
A151
LEVEL 2 RCP AREA A
A153
LEVEL 2 RCP AREA C
A155
LEVEL 2 & 3 RCP AREA E
A201
EXTERIOR BUILDING ELEVATIONS
A202
EXTERIOR BUILDING ELEVATIONS
A203
EXTERIOR BUILDING ELEVATIONS - CNG & CANOPIES
A211
INTERIOR ELEVATIONS
A212
LOBBY ELEVATIONS
A213
HOUSING ELEVATIONS
A214
INTERIOR ELEVATIONS
A301
BUILDING SECTIONS
A311
WALL SECTIONS
A312
WALL SECTIONS
A313
WALL SECTIONS
A314
WALL SECTIONS
A315
WALL SECTIONS
A316
WALL SECTIONS
A317
WALL SECTIONS
A318
WALL SECTIONS
A401
ENLARGED PLANS
A402
VERTICAL CIRCULATION
A403
VERTICAL CIRCULATION
A404
ENLARGED PLANS
A511
TYPICAL DETAILS
A601
DOOR SCHEDULE
A603
FINISH SCHEDULE AND LEGEND
A605
TYPICAL FIXTURE MOUNTING HEIGHTS
AF101
LEVEL 1 FINISH PLAN
G
16
N
10-EQUIPMENT
EQ001
EQ101
EQ104
EQ111
EQ112
EQ113
EQ114
EQ117
EQ124
EQ141
EQ142
EQ143
EQ144
EQ501
EQ502
EQUIPMENT SCHEDULE AND NOTES
OVERALL EQUIPMENT LAYOUT PLAN
OVERALL OVERHEAD EQUIPMENT LAYOUT PLAN
EQUIPMENT LAYOUT BUS STORAGE AND WASH
EQUIPMENT LAYOUT BUS STORAGE
EQUIPMENT LAYOUT DRIVE AISLE
EQUIPMENT LAYOUT VEHICLE MAINTENANCE
EQUIPMENT LAYOUT CNG BUILDING
EQUIPMENT LAYOUT MEZZANINE LEVEL
OVERHEAD EQUIPMENT LAYOUT BUS STORAGE AND WASH
OVERHEAD EQUIPMENT LAYOUT BUS STORAGE
OVERHEAD EQUIPMENT LAYOUT DRIVE AISLE
OVERHEAD EQUIPMENT LAYOUT VEHICLE MAINTENANCE
EQUIPMENT DETAILS & ENLARGED PLANS
EQUIPMENT DETAILS & ENLARGED PLANS
12-PLUMBING
P-101
P-102
P-103
P-104
P-105
P-106
P-111
P-112
P-113
P-114
P-115
P-116
P-117
P-121
P-122
P-123
P-124
P-125
P-126
P-131
P-132
P-133
P-134
P-135
P-136
P-401
P-501
P-601
UNDERFLOOR - PLUMBING PLAN - AREA A
UNDERFLOOR - PLUMBING PLAN - AREA B
UNDERFLOOR - PLUMBING PLAN - AREA C
UNDERFLOOR - PLUMBING PLAN - AREA D
UNDERFLOOR - PLUMBING PLAN - AREA E
UNDERFLOOR - PLUMBING PLAN - AREA F
LEVEL 1 - PLUMBING PLAN - AREA A
LEVEL 1 - PLUMBING PLAN - AREA B
LEVEL 1 - PLUMBING PLAN - AREA C
LEVEL 1 - PLUMBING PLAN - AREA D
LEVEL 1 - PLUMBING PLAN - AREA E
LEVEL 1 - PLUMBING PLAN - AREA F
LEVEL 1 - PLUMBING PLAN - CNG BUILDING
LEVEL 2 - PLUMBING PLAN - AREA A
LEVEL 2 - PLUMBING PLAN - AREA B
LEVEL 2 - PLUMBING PLAN - AREA C
LEVEL 2 - PLUMBING PLAN - AREA D
LEVEL 2 - PLUMBING PLAN - AREA E
LEVEL 2 - PLUMBING PLAN - AREA F
ROOF - PLUMBING PLAN - AREA A
ROOF - PLUMBING PLAN - AREA B
ROOF - PLUMBING PLAN - AREA C
ROOF - PLUMBING PLAN - AREA D
ROOF - PLUMBING PLAN - AREA E
ROOF - PLUMBING PLAN - AREA F
ENLARGED PLUMBING PLANS
PLUMBING DETAILS
PLUMBING SCHEDULES
13-PROCESS
DG001
DG101
DG102
DG601
DG611
DL001
DL101
DL511
DL601
DL611
DL612
DL711
CNG FUELING NOTES
FUEL SYSTEMS SITE PLAN
CNG FUEL EQUIPMENT PLAN
CNG FUEL EQUIPMENT SCHEDULE
CNG PIPING FLOW DIAGRAM
PETROL FUELING NOTES
PETROL FUEL EQUIPMENT PLAN
PETROL FUEL DETAILS 1
PETROL FUEL EQUIPMENT SCHEDULE
DIESEL PIPING FLOW DIAGRAM
GASOLINE PIPING FLOW DIAGRAM
LINE VOLTAGE DIAGRAM
14-MECHANICAL
M-000
M-111
M-112
M-113
M-114
M-115
M-116
M-117
M-121
M-122
M-123
M-124
M-125
M-126
M-133
M-135
M-136
M-137
M-141
M-142
M-143
M-144
M-145
M-146
M-151
M-152
M-153
M-154
M-155
M-156
M-301
M-302
M-401
M-501
M-502
M-503
M-601
M-602
MECHANCIAL LEGEND AND NOTES
LEVEL 1 - HVAC PLAN - AREA A
LEVEL 1 - HVAC PLAN - AREA B
LEVEL 1 - HVAC PLAN - AREA C
LEVEL 1 - HVAC PLAN - AREA D
LEVEL 1 - HVAC PLAN - AREA E
LEVEL 1 - HVAC PLAN - AREA F
LEVEL 1 - HVAC PLAN - CNG BUILDING
LEVEL 2 - HVAC PLAN - AREA A
LEVEL 2 - HVAC PLAN - AREA B
LEVEL 2 - HVAC PLAN - AREA C
LEVEL 2 - HVAC PLAN - AREA D
LEVEL 2 - HVAC PLAN - AREA E
LEVEL 2 - HVAC PLAN - AREA F
ROOF - MECHANICAL PLAN - AREA C
ROOF - MECHANICAL PLAN - AREA E
ROOF - MECHANICAL PLAN - AREA F
ROOF - MECHANICAL PLAN - CNG BUILDING
LEVEL 1 - HYDRONIC PLAN - AREA A
LEVEL 1 - HYDRONIC PLAN - AREA B
LEVEL 1 - HYDRONIC PLAN - AREA C
LEVEL 1 - HYDRONIC PLAN - AREA D
LEVEL 1 - HYDRONIC PLAN - AREA E
LEVEL 1 - HYDRONIC PLAN - AREA F
LEVEL 2 - HYDRONIC PLAN - AREA A
LEVEL 2 - HYDRONIC PLAN - AREA B
LEVEL 2 - HYDRONIC PLAN - AREA C
LEVEL 2 - HYDRONIC PLAN - AREA D
LEVEL 2 - HYDRONIC PLAN - AREA E
LEVEL 2 - HYDRONIC PLAN - AREA F
MECHANICAL DIAGRAMS
HYDRONIC ZONING PLAN
ENLARGED MECHANICAL PLANS
MECHANICAL DETAILS
MECHANICAL DETAILS
MECHANICAL DETAILS
MECHANICAL SCHEDULES
MECHANICAL SCHEDULES
15-ELECTRICAL
E-000
E-001
E-111
E-112
E-113
E-114
E-115
E-116
E-117
E-121
E-123
E-125
E-133
E-135
E-136
E-137
E-141
E-142
E-143
E-144
E-145
E-146
E-147
E-151
E-153
E-155
E-301
E-302
E-601
E-602
ELECTRICAL LEGEND AND NOTES
ELECTRICAL SITE PLAN
LEVEL 1 - POWER PLAN - AREA A
LEVEL 1 - POWER PLAN - AREA B
LEVEL 1 - POWER PLAN - AREA C
LEVEL 1 - POWER PLAN - AREA D
LEVEL 1 - POWER PLAN - AREA E
LEVEL 1 - POWER PLAN - AREA F
LEVEL 1 - POWER PLAN - CNG BUILDING
LEVEL 2 - POWER PLAN - AREA A
LEVEL 2 - POWER PLAN - AREA C
LEVEL 2 - POWER PLAN - AREA E
ROOF - POWER PLAN - AREA C
ROOF - POWER PLAN - AREA E
ROOF - POWER PLAN - AREA F
ROOF - CNG BUILDING
LEVEL 1 - LIGHTING PLAN - AREA A
LEVEL 1 - LIGHTING PLAN - AREA B
LEVEL 1 - LIGHTING PLAN - AREA C
LEVEL 1 - LIGHTING PLAN - AREA D
LEVEL 1 - LIGHTING PLAN - AREA E
LEVEL 1 - LIGHTING PLAN - AREA F
LEVEL 1 - LIGHTING PLAN - CNG BUILDING
LEVEL 2 - LIGHTING PLAN - AREA A
LEVEL 2 - LIGHTING PLAN - AREA C
LEVEL 2 - LIGHTING PLAN - AREA E
ELECTRICAL ONE-LINE DIAGRAM
ELECTRICAL ONE-LINE DIAGRAM
ELECTRICAL SCHEDULES
ELECTRICAL SCHEDULES
L
K
J
I
H
G
F
E
D
NOT FOR
CONSTRUCTION
C
B
B
1
DESIGN DEVELOPMENT
No
REVISION/SUBMISSION
4/8/13
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
3123
CHECKED BY: Checker
SHEET INDEX VOLUME 2
A
A
4/8/2013 10:37:56 AM
DRAWN BY: Author
C:\Users\shamilton\Desktop\3123_STARTBus_Arch_shamilton(Recovery).rvt
M
DESIGN DEVELOPMENT
4
JACKSON, WYOMING
3
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
2
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
G001-2
EQ ID #
11071
11081
11351
11401
11402
12001
12201
14251
14501
14502
14503
14511
14512
14513
14541
14591
15601
15701
16881
16882
18611
20201
20401
20751
20761
21051
21061
21911
22051
22201
23441
23601
24401
24501
25501
26381
26391
26401
26901
26981
29141
29151
29161
29201
29351
29401
32751
35401
37181
49051
CABINET, DRAWER, RED
CABINET, DRAWER
CABINET, FILE, LEGAL, 4 DRAWER
CABINET, FLAMMABLE MATERIALS, LARGE
CABINET, FLAMMABLE MATERIALS, LARGE
CART, PARTS
DESK, STAND-UP, WALL MOUNTED
RACK, ARM, SINGLE FACE
BIN, BOLT
BINS, BOLT, HYDRAULIC FITTINGS
BINS, BOLT, HYDRAULIC FITTINGS
BOLT BIN
BOLT BIN
BOLT BIN
RACK, STORAGE, FAN BELT
SHELVING UNIT, 48"
RACK, HOSE, FABRICATED
RACK, SPOOL, WIRE, WALL MOUNTED
SHELVING UNIT
SHELVING UNIT
WORKBENCH
ANVIL WITH STAND
CHARGER, BATTERY
BUFFER/GRINDER, 6", BENCH MOUNTED
GRINDER, 6", WITH PEDESTAL
CADDY, TRANSFER, FUEL, GAS
CADDY, TRANSFER, FUEL, GAS
CRIMPER, FITTINGS/HOSE, ELECTRIC/HYDRAULIC
DRILL PRESS
DRILL PRESS
IRON WORKER
LATHE, BRAKE DRUM
CHANGER, TIRE, AUTO/LIGHT TRUCK
CHANGER, TIRE, BUS/LARGE TRUCK
PRESS, AIR/HYDRAULIC, 55 TON
RECYCLER SYSTEM, ENGINE COOLANT
RECYCLER SYSTEM, ATF
REFRIGERANT RECLAMATION SYSTEM, PORTABLE
SAW, BAND, HORIZONTAL
SAW, CUTOFF, ABRASIVE
WELDER, MIG, PORTABLE
CUTTER, PLASMA
WELDER, MIG, PORTABLE
WELDER, OXYACETYLENE, WITH CART
WELDER, STICK, AC/DC
WELDER, TIG
PORTABLE FILTER ARM
TANK, PARTS CLEANING
WASHER, HI PRESSURE/HOT WATER, NG
BALANCER, WHEEL, ELECTRONIC
LUBRICATION FLUID PIPING SCHEDULE
FLUID TYPE
PIPE TYPE
MINIMUM WALL
THICKNESS
SPEC
FURNISH
SECTION INSTALL
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
DESCRIPTION
FITTING TYPE
JOINT TYPE
ASTM A/ASME SA-179
SEAMLESS STEEL TUBING
3/4"
1"
1-1/4"
=
=
=
0.049
0.065
0.083
SAE J1065 HYDRAULIC TUBE
FITTINGS 1,000 PSI
COMPRESSION 1,000 PSI
CHASSIS GREASE
(CG)
ASTM A/ASME SA-179
SEAMLESS STEEL TUBING
3/4"
1"
1-1/4"
=
=
=
0.116
0.156
0.188
SAE J1065 HYDRAULIC TUBE
FITTINGS 4,000 PSI
COMPRESSION 4,000 PSI
VALVE TYPE
ASTM A-167 CARBON STEEL
BALL VALVE 1,000 PSI
FORGED STEEL BALL VALVE
4,000 PSI
PIPE TYPE
ASTM B88 TYPE "L" COPPER
TUBING
ASME B-16.22 WROUGHT
COPPER & BRONZE 125 PSI
NA
ASME B-32 - SOLDER GRADE
95TA (LEAD FREE) 125 PSI
ASTM A/ASME SA-269
STAINLESS STEEL TUBING
3/4"
1"
1-1/4"
=
=
=
0.049
0.065
0.083
EQ ID #
12291
12321
18001
18002
18004
79921
DESCRIPTION
DRUM CART
DOLLY, WHEEL
TOOLBOX
TOOLBOX
TOOLBOX, ROLLING
TOTE, DEF
EQUIPMENT LINE TYPE LEGEND
CF/CI
OF/CI
OF/OI
STAINLESS STEEL FITTINGS
1,000 PSI
COMPRESSION 1,000 PSI
STAINLESS
STEEL BALL VALVE 1,000 PSI
PIPING NOTES
2. INSTALLING CONTRACTOR SHALL INSTALL PIPING/TUBING IN ACCORDANCE WITH THE PLANS PROVIDED IN THESE CONSTRUCTION DOCUMENTS AND WITH THE APPLICABLE NFPA CODES AND REGULATIONS.
3. ALL PIPING/TUBING, JOINTS, UNIONS AND CONNECTIONS SHALL BE PAINTED. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL COORDINATE ALL ASPECTS OF THE PAINTING. ALL PIPING/TUBING SHALL BE
PROPERLY PREPARED AND CLEANED PRIOR TO APPLYING ONE COAT OR PRIMER AND ONE COAT OF FINISH PAINT. PAINT COLOR AND TYPE SHALL BE COORDINATED WITH ARCHITECT.
4. INSTALLING CONTRACTOR SHALL PREPARE ALL PIPING/TUBING CONNECTIONS TO EQUIPMENT WITH THE NECESSARY FLANGES OR UNIONS AS REQUIRED AND ALLOW FOR PROPER CLEARANCE AND ACCESS TO JOINTS.
FLANGES AND UNIONS SHALL BE PROVIDED BY THE INSTALLING CONTRACTOR FOR ALL CONNECTIONS.
5. INSTALLING CONTRACTOR SHALL ROUTE ALL PIPING/TUBING IN AN ORDERLY MANNER, AND IN THE LOCATION OR ZONE DESIGNATED ON THESE CONSTRUCTION DRAWINGS. PIPING/TUBING SHALL BE GROUPED WHENEVER
PRACTICAL AT COMMON ELEVATIONS AND SHALL BE BENT WHEREVER A CHANGE IN DIRECTION IS NECESSARY. 90 DEGREE FITTINGS SHALL ONLY BE USED WHEN TUBING CANNOT BE BENT TO CHANGE DIRECTION DUE TO FIELD
CONDITIONS OR OTHER PHYSICAL CONSTRAINTS.
6. INSTALLING CONTRACTOR SHALL INSTALL ALL PIPING/TUBING IN A MANNER THAT CONSERVES BUILDING AREA AND NOT INTERFERE WITH THE PRIMARY USE OF THE SPACE. PIPING/TUBING SHALL BE SPACED NO CLOSER
THAN 4 INCHES TOGETHER AND NO MORE THAN 6 INCHES APART.
7. INSTALLING CONTRACTOR SHALL INSTALL ALL PIPING/TUBING IN A MANNER THAT WILL ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING THE PIPE, TUBE, JOINTS, UNIONS, OR CONNECTED EQUIPMENT.
9. INSTALLING CONTRACTOR SHALL LABEL ALL PRODUCT PIPING/TUBING WITH PRODUCT LABELS AND DIRECTION OF FLOW LABELS EVERY 20 FEET OR MORE OFTEN IF NEEDED FOR CLARITY.
10. PRODUCT PIPING SHALL BE TESTED PNEUMATICALLY AT 125 PSI AND HELD FOR 4 HOURS WHILE CHECKING FOR LEAKS. PIPING SHALL THEN BE TESTED WITH PRODUCT TO AVOID CONTAMINATION AT 150 PERCENT OF PUMP
OPERATING PRESSURE (120 PSI).
12. ALL PIPING/TUBING SHALL BE INSTALLED BY AN EXPERIENCED INSTALLATION CONTRACTOR WITH A MINIMUM OF 5 YEARS EXPERIENCE INSTALLING PROCESS FLUID PIPING SYSTEMS FOR VEHICLE MAINTENANCE FACILITIES.
INSTALLING CONTRACTOR SHALL PROVIDE AND MAINTAIN A WARRANTY FOR THE SYSTEMS AND ITS COMPONENTS FOR ONE FULL YEAR FROM ACCEPTANCE.
13. INSTALLING CONTRACTOR SHALL PROVIDE DETAILED SYSTEM AND COMPONENT SHOP DRAWINGS TO THE DESIGN TEAM FOR APPROVAL PRIOR TO INSTALLATION.
15. ALL SYSTEMS COMPONENTS (I.E. PUMPS, VALVES, REGULATORS, AND PRODUCT PIPING/TUBING) INSTALLED AS A PART OF THE CENTRAL LUBRICATION DISTRIBUTION SYSTEM AND WASTE OIL AND WASTE COOLANT
RECOVERY SYSTEMS SHALL BE TESTED BY THE INSTALLING CONTRACTOR PRIOR TO ACCEPTANCE BY THE OWNER. PIPING/TUBING SHALL BE TESTED PNEUMATICALLY AT 125 PSI AND HELD FOR 4 HOURS WHILE CHECKING
THE ENTIRE SYSTEM FOR LEAKS. PIPING/TUBING SHALL THEN BE TESTED WITH PRODUCT AT 150% OF PRODUCT PUMPS STANDARD OPERATING PRESSURE (120 PSI).
CHECKED BY: Checker
16. INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING PRODUCT OUTPUT AT NOZZLES AND FOR PUMP INTAKE. INSTALLING CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL DELIVERY KITS, NOZZLES, SCREENS,
AND REMOVING DEBRIS AND OBSTRUCTIONS FROM THE SYSTEMS AND RETESTING THE ENTIRE SYSTEM AS NECESSARY.
17. INSTALLING CONTRACTOR SHALL CLEAN UP ANY OILS, GREASE, AND SOLVENT DRIPS OR LEAKS AND TOUCHUP ANY DAMAGE TO PAINTED FINISHES AND MAKE THE SYSTEM READY FOR USE.
3/29/2013 2:01:40 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
14. INSTALLING CONTRACTOR SHALL REMOVE ALL SCALING, DIRT, CORROSION, AND DEBRIS FROM INSIDE AND OUTSIDE OF PIPING, FITTINGS, JOINTS, AND VALVES BEFORE ASSEMBLY.
PRODUCT ABBREVIATIONS
ASTM B32-SOLDER
GRADE 95TA (LEAD FREE)
AUTOMATIC TRANSMISSION FLUID (MD-3)
CHASSIS GREASE
DIESEL EXHAUST FLUID
ENGINE COOLANT
ENGINE OIL (15W40)
ENGINE OIL (5W-30)
ENGINE OIL (CNG)
GEAR OIL (75W-90)
HYDRAULIC OIL
USED COOLANT
USED OIL
WINDSHEILD WASHER FLUID
GENERAL NOTES
VALVE TYPE
ASTM B283-C37700
BRASS BALL VALVE 300
PSI (MIN)
PROVIDE 3/8 INCH QUICK DISCONNECT COUPLERS AT EACH COMPRESSED AIR DROP GRACO MODEL #110198.
PROVIDE 1/2 INCH QUICK DISCONNECT GRACO MODEL NUMBER 110199. VERIFY WITH OWNER THE TYPE OF
COUPLER TO MATCH EXISTING TOOL CONNECTIONS.
PROVIDE 3/4 INCH PORT SIZE FILTER / REGULATOR / LUBRICATOR ASSEMBLY AS SHOW ON DETAIL: X
GRACO MODEL #217073 OR APPROVED EQUAL. FOR FILTER/REGULATOR ASSEMBLY AS SHOWN ON
DETAIL X GRACO MODEL #'S 106150 AND 244845.
PIPING NOTES
1. INSTALL VALVED BYPASS AROUND AIR DRYER. FACTORY INSULATE INLET AND OUTLET CONNECTIONS.
2. INSTALL PIPING IN ACCORDANCE WITH PLANS AND LOCAL CODES AND REGULATIONS.
1. INSTALLING CONTRACTOR SHALL ENSURE THAT ALL FITTINGS, JOINTS, AND VALVES FOR FLUID PIPING/TUBING SHALL MATCH THE PROPER RATING AND BURST PRESSURE OF THAT FLUID TYPE.
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
SPEC
FURNISH
SECTION INSTALL
START
OF/OI
START
OF/OI
START
OF/OI
START
OF/OI
START
OF/OI
START
OF/OI
ATF
CG
DEF
EC
EO1
EO2
EO3
GO
HO
UC
UO
WWF
FITTING TYPE JOINT TYPE
ANSI B16.22 WROUGHT
COPPER SOLDER JOINT
SPEC
FURNISH
SECTION INSTALL
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
11 11 40
OF/CI
OF/OI EQUIPMENT SCHEDULE
ASTM A-167 BRASS BALL VALVE
300 PSI
FILTER / REGULATOR /
LUBRICATOR ASSEMBLY
DIESEL EXHAUST FLUID (DEF)
JACK, AIR/HYDRAULIC
JACK, AIR/HYDRAULIC
JACK, SERVICE, FLOOR, 4 TONS
JACK, SERVICE
JACK, SERVICE, FLOOR, 12 TON
JACK, STAND, LIFT, PORTABLE
JACK, TRANSMISSION, PORTABLE
JACK, TRANSMISSION, PORTABLE
LIFT, SURFACE MOUNTED, TWO POSTS, 18,000 POUNDS
LIFT, COLUMN, MOBILE (SET OF 4), 60,000 LBS.
LIFT, COLUMN, MOBILE (SET OF 4), BATTERY OPERATED, 72,000 POUNDS.
ENGINE HOIST
TRANSMISSION HOIST
PRESS, OIL FILTER, PNEUMATIC/AIR
USED OIL TANK
RECEIVER, USED OIL, 25 GALLONS
UO BURNER
SAFE/CASE, GUN, WALL MOUNTED
ACCESSORIES
QUICK COUPLERS
ASTM B-88 TYPE "L" COPPER
TUBING
DESCRIPTION
COMPRESSED AIR PIPING SCHEDULE
LOW PRESSURE OILS FLUID
(ATF, EO1, EO2, EO3, GO, UO)
ENGINE COOLANT (EC)
WINDSHIELD WASHER FLUID (WWF)
USED COOLANT (WC)
EQ ID #
54111
54112
54121
54123
54131
54141
54201
54202
57141
58401
58421
59001
59002
74911
79601
79991
92001
98011
3. INSTALLING CONTRACTOR SHALL PREPARE ALL PIPING/TUBING CONNECTIONS TO EQUIPMENT WITH THE NECESSARY FLANGES OR UNIONS
AS REQUIRED AND ALLOW FOR PROPER CLEARANCE AND ACCESS TO JOINTS. FLANGES AND UNIONS SHALL BE PROVIDED BY THE INSTALLING
CONTRACTOR FOR ALL CONNECTIONS.
4. INSTALLING CONTRACTOR SHALL ROUTE ALL PIPING/TUBING IN AN ORDERLY MANNER, AND IN THE LOCATION OR ZONE DESIGNATED ON
THESE DRAWINGS. PIPING/TUBING SHALL BE GROUPED WHENEVER PRACTICAL AT COMMON ELEVATIONS AND SHALL BE BENT WHEREVER A
CHANGE IN DIRECTION IS NECESSARY. 90 DEGREE FITTINGS SHALL BE USED ONLY WHEN TUBING CANNOT BE BENT TO CHANGE DIRECTION
DUE TO FIELD CONDITIONS OR OTHER PHYSICAL CONSTRAINTS.
5. INSTALL CAPPED DRIP LEG SIX INCHES (6") LONG A THE BASE OF THE VERTICAL RISER AND AT THE ENDS OF MAIN PIPING RUNS WITH A
VALVED DRAIN PIPE AT THE NEAREST FLOOR OR HUB DRAIN.
6. TEST PIPING WITH AIR AT 150 PSIG FOR A PERIOD OF AT LEAST ONE HOUR. THE PRESSURE READING SHALL NOT BE LESS THAN THE
DIFFERENTIAL CAUSE BY TEMPERATURE. ALL LEAKING JOINTS SHALL BE REMADE WITH NEW MATERIALS. ALL EQUIPMENT SHALL BE
DISCONNECTED PRIOR TO TEST.
7. ALL PIPING/TUBING SHALL BE INSTALLED BY AN EXPERIENCED INSTALLATION CONTRACTOR WITH A MINIMUM OF 5 YEARS EXPERIENCE
INSTALLING PROCESS FLUID PIPING SYSTEMS FOR VEHICLE MAINTENANCE FACILITIES. INSTALLING CONTRACTOR SHALL PROVIDE AND
MAINTAIN A WARRANTY FOR THE SYSTEM AND ITS COMPONENTS FOR ONE FULL YEAR FROM ACCEPTANCE.
1 ALL CONTRACTOR FURNISHED (CF) EQUIPMENT SHOWN ON THESE
DRAWINGS WITH A FOUR DIGIT IDENTIFICATION NUMBER IS BASED
ON A SPECIFIED MANUFACTURER. ANY MODIFICATION AND/OR
SUBSTITUTION OF SAID EQUIPMENT IS SUBJECT TO COMPLETE
COORDINATION BY THE CONTRACTOR OF ALL CONNECTIONS
SERVICES, OPENING SIZE AND AN OTHER CONSTRUCTION
RELATED REQUIREMENTS.
2 ALL EQUIPMENT SHOWN ON THESE DRAWINGS WITH A FIVE DIGIT
IDENTIFICATION NUMBER IS AN EXISTING PIECE OF EQUIPMENT.
CONTRACTOR TO INSTALL EXISTING EQUIPMENT LISTED AS OF/CI
IN EQUIPMENT SCHEDULE. CONTRACTOR SHALL TEST OPERATION
OF EXISTING EQUIPMENT WITH OWNER PRESENT PRIOR TO
RELOCATION AND AFTER IT IS INSTALLED IN THE NEW FACILITY.
EXISTING EQUIPMENT SHALL OPERATE IN THE SAME OR BETTER
CONDITION AS PREVIOUSLY INSTALLED. COORDINATE SCHEDULE
OF REMOVAL WITH OWNER.
3 CONTRACTOR TO VERIFY AND COORDINATE ALL STRUCTURAL,
MECHANICAL, ELECTRICAL AND PLUMBING REQUIREMENTS OF
EQUIPMENT WITH MANUFACTURER'S APPROVED SHOP DRAWINGS
PRIOR TO INSTALLATION.
4 THIS LAYOUT IS PROVIDED FOR GENERAL LOCATION OF
EQUIPMENT. UNLESS SPECIFICALLY LOCATED BY DIMENSIONS ON
THE DRAWINGS, THE EQUIPMENT SHALL BE PLACED NEAR THE
THE LOCATION ON THE DRAWINGS BU IN THE MOST
OPERATIONALLY EFFICIENT POSITION AND ORIENTATION.
5 SEISMMICALLY BRACE ALL FIXED EQUIPMENT AND STORAGE
EQUIPMENT PER LOCAL AND STATE SEISMIC RESTRAINT
GUIDELINES.
6 CONTRACTOR SHALL REFER TO EQUIPMENT LAYOUT DRAWINGS
FOR EXACT LOCATIONS AND COORDINATION OF ALL EQUIPMENT.
REFERENCE EQ0.01 FOR EQUIPMENT IDENTIFIERS AND
DESCRIPTION.
7 COORDINATE WORK WITH ARCHITECTURAL FEATURES SO THE
INTERFERENCE BETWEEN PIPING, EQUIPMENT, MECHANICAL
WORK AND BUILDING STRUCTURE IS AVOIDED.
8 REFER TO PIPING TABLES ON SHEET EQ0.01 FOR SYSTEM
REQUIREMENTS, MATERIALS AND METHODS OF CONSTRUCTION.
9 NOT ALL PIPING OFFSETS AND TRANSITIONS REQUIRED TO
INSTALL PIPING ARE SHOWN ON THIS DRAWING. FIELD MEASURE
FOR EXACT REQUIREMENTS AND INSTALL ACCORDINGLY.
10 SEISMICALLY BRACE ALL PIPING SYSTEMS PER 1998 SMACNA
SEISMIC RESTRAINT GUIDELINES.
DESIGN DEVELOPMENT
BOARD, PEG, TOOL
CABINET, STORAGE, GAS CYLINDER, LARGE
CABINET, STORAGE, SHOP
RACK, BULK STORAGE
RACK, PALLET, HIGH BAY
RACK, SPOOL, WIRE
RACK, TIRE, HEAVY DUTY, 2 TIER
SHELVING UNIT, 18"
TABLE, RECEIVING, STEEL TOP, 6'
WORKBENCH, SEVERE USE, 6'
BENCH, BATTERY
CHARGER, BATTERY, MULTIPLE, WITH BUS BAR
CAGE, INFLATION, TIRE
COMPRESSOR, AIR, RECEIVER MOUNTED, 10 HP DUPLEX
COMPRESSOR, AIR, RECEIVER MOUNTED, 25 HP DUPLEX
DRYER, AIR, REFRIGERATED, 100 CFM
DRYER, AIR, REFRIGERATED, 250 CFM
FLOOR SCRUBBER, 28" PATH
FLOOR SCRUBBER, RIDING
VISE, COMBINATION, SWIVEL BASE, 5 INCHES
FUME EXTRACTION ARM, WELDING
REEL, VEHICLE EXHAUST, MOTOR OPERATED, 6" HOSE
REEL, VEHICLE EXHAUST, MOTOR OPERATED, 4" HOSE
WASHER, PARTS, AUTOMATIC, FRONT LOAD
WASHER, TWO BRUSH, DRIVE THROUGH
CRANE, BRIDGE, TOP RUNNING, 5 TON
FORKLIFT, LPG, 4,000 POUNDS
LIFT, AXLE, SCISSOR, ADJUSTABLE, 60,000 LBS.
LIFT, SURFACE MOUNTED, TWO POST, 18,000 POUNDS
LIFT, PARALLELOGRAM, 75,000 POUNDS, 30 FEET
LIFT, COLUMN, MOBILE (SET OF 4), BATTERY, WIRELESS, 72,000 POUNDS
LIFT, COLUMN, MOBILE (SET OF 6), BATTERY, WIRELESS, 108,000 POUNDS
FLUID MANAGEMENT SYSTEM
PUMP, AIR PISTON (CG), W/ HOIST
PUMP, AIR PISTON, 10:1 RATIO
PUMP, DIAPHRAGM, NON-MIXING 40 GPM (EC)
PUMP, DIAPHRAGM, DEF
PUMP, DIAPHRAGM, USED FLUID EVACUATION (UO)
PUMP, DIAPHRAGM, USED FLUID EVACUATION (UC)
REEL BANK (WWF)
REEL BANK (DEF, EC, EO1)
REEL BANK (DEF, EC, EO1, WWF)
REEL BANK (ATF, CG, EC, EO1, EO2, GO, WWF)
REEL BANK (ATF, CG, EC, EO1, EO2, GO, HO, WWF)
REEL BANK (ATF, CG, DEF, GO, EC, EO1, EO2, GO, HO, WWF)
TANK, POLYETHYLENE, 200 GALLONS
TANK, DOUBLE WALL, CUBE, 120 GALLONS
TANK, DOUBLE WALL, CUBE, 280 GALLONS
TANK, DOUBLE WALL, CUBE, 500 GALLONS
RECEIVER, USED COOLANT, 25 GALLONS
RECEIVER, USED OIL, 25 GALLONS
SWEEPER, RIDING
SPEC
FURNISH
SECTION INSTALL
10 56 00
CF/CI
10 56 00
CF/CI
10 56 00
CF/CI
10 56 00
CF/CI
CF/CI
10 56 00
CF/CI
10 56 00
CF/CI
10 56 00
CF/CI
10 56 00
CF/CI
45 39 00
CF/CI
45 39 00
CF/CI
11 11 29
CF/CI
11 11 29
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 29
CF/CI
11 11 29
CF/CI
11 11 29
CF/CI
11 24 19
CF/CI
11 24 19
CF/CI
11 24 19
CF/CI
11 11 29
CF/CI
11 11 26
CF/CI
41 22 00
CF/CI
41 22 00
CF/CI
14 45 00
CF/CI
14 45 00
CF/CI
14 45 00
CF/CI
14 45 00
CF/CI
14 45 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 00
CF/CI
11 11 29
CF/CI
JACKSON, WYOMING
DESCRIPTION
OF/CI EQUIPMENT SCHEDULE
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
EQ ID #
1098
1145
1185
1455
1545
1570
1637
1688
1798
1860
2030
2045
2110
2161
2165
2228
2231
2340
2341
2832
3290
3460
3466
3784
3841
5050
5405
5691
5716
5775
5842
5861
7240
7510
7520
7531
7532
7540
7541
7710
7730
7740
7770
7780
7790
7832
7950
7960
7970
7998
7999
9890
OF/CI EQUIPMENT SCHEDULE
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
CF/CI EQUIPMENT SCHEDULE
8. INSTALLING CONTRACTOR SHALL PROVIDE DETAILED SYSTEM AND COMPONENT SHOP DRAWINGS TO THE DESIGN TEAM FOR APPROVAL
PRIOR TO INSTALLATION.
9. INSTALLING CONTRACTOR SHALL REMOVE ALL SCALING, DIRT, CORROSION, AND DEBRIS FROM INSIDE AND OUTSIDE OF PIPING, FITTINGS,
JOINTS, AND VALVES BEFORE ASSEMBLY.
10. INSTALLING CONTRACTOR SHALL INSTALL ALL PIPING/TUBING IN A MANNER THAT WILL ALLOW FOR EXPANSION AND CONTRACTION
WITHOUT STRESSING THE PIPE, TUBE, JOINTS, UNIONS, OR CONNECTED EQUIPMENT.
11. ALL PIPING/TUBING,JOINTS, UNIONS AND CONNECTIONS SHALL BE PAINTED. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND
SHALL COORDINATE ALL ASPECTS OF THE PAINTING. ALL PIPING/TUBING SHALL BE PROPERLY PREPARED AND CLEANED PRIOR TO APPLYING
ONE COAT OR PRIMER AND ONE COAT OF FINISH PAINT. PAINT COLOR AND TYPE SHALL BE COORDINATED WITH ARCHITECT.
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No: 3123
DATE: 04/02/13
SCALE:
EQUIPMENT SCHEDULE
AND NOTES
18. INSTALL PRODUCT PIPING TO PROVIDE THE MAXIMUM POSSIBLE CLEAR HEIGHT UNDERNEATH. ALL PIPING MUST BE A MINIMUM OF SIX FEET (6'-0") FROM HEATING DEVICES.
19. WORKING PRESSURE OF OIL PIPING SYSTEMS AND EQUIPMENT HAS BEEN DESIGNED AT 1000 PSIG. THE WORKING PRESSURE OF GREASE PIPING SYSTEMS AND EQUIPMENT HAS BEEN DESIGNED FOR 4000 PSIG.
20. THE ENTIRE SYSTEM AND ITS COMPONENTS ITEMS OF EQUIPMENT SHALL OPERATE WITHOUT OBJECTIONABLE VIBRATION OR NOISE.
EQ001
Q
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
P
P.1
P
M1
R1
M1
R2
R2
(2)
R3
M2
M2
R3
(10)
(10)
(5)
R4
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
(6)
M3
R4
M3
(2)
M4
R5
M4
R5
1
EQ114
M5
R6
M5
R6
R7
R7
R8
J.5
P.2
G
H.5
M6
B1
Q
R
R9
T
A1
A2
DW
A3
A4
B
1
EQ113
A5
A6
B
H.3
L.1
A7
D.5
E.5
F.9 G.1
B2
A8
L L.1
M
N
A
S
B3
A9
C
D
E
F
G
H
1
EQ111
A10
B4
A11
A12
1
EQ111
DESIGN DEVELOPMENT
K
JACKSON, WYOMING
J
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
H.3
B5
A13
A14
A15
B6
A16
C.1
No
N.1
DATE
PROJECT No: 3123
DATE: 08/18/11
SCALE:
1/16" = 1'-0"
CHECKED BY: JMB
OVERALL EQUIPMENT
LAYOUT PLAN
3/29/2013 2:01:57 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
L.9
REVISION/SUBMISSION
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
LEVEL ONE OVERALL EQUIPMENT
LAYOUT PLAN
1
1/16" = 1'-0"
EQ101
P
A
B
C
D
E
F
G
H H.3
J
K
LL.1
M
Q
N
P.5
S
M1
R2
M1
M1
R1
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
P.1
P
R2
R2
R3
R3
M2
M2
M2
R3
R4
R4
M3
R4
M3
M3
R5
R5
M4
M4
M4
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
R5
1
EQ144
M4.5
M5
R6
M5
R6
M5
R6
R7
R7
N.1R7
P.1P.2
R
R8
R8
R8
H.5
M6
B1
J.5
P
M6R9
M6
B1
P.2
Q
R
Q
R9
T
B
1
EQ142
B1
A1
A2
A1
A1
A2
A2
A3
A3
A4
A3
A5
A5
A6
B
C
D.5
E.5
H.3
H.5
F.9
L.1
K.9
J.5
C.1
E.5
B2
H.3
D
E
A7
A7
F.9 G.1
B2
A
A7
L.9
D.5
A5
F
G
H
J
J
K
K
L
L L.1
A8
A8
M
M
B2
A8
N
N
S
C
D
E
F
G
A9
H
A9
A10
B4
A10
B4
B4
1
EQ143
A10
A11
A11
A11
A12
A12
A12
1
EQ141
B5
DESIGN DEVELOPMENT
A9
JACKSON, WYOMING
B3
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
B3
B3
B5
B5
A13
A13
A13
A14
A14
A15
A15
A14
A15
A15.2
A15.5
B6
B6
B6
A15.9 A16
A16
A16
C.1
L.9
E.5
F.9
H.5
N.1
J.5
P.1P.2
No
R
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No: 3123
DATE: 08/23/11
C.1
L.9
N.1
S
SCALE:
1/16" = 1'-0"
CHECKED BY: Checker
OVERALL OVERHEAD
EQUIPMENT LAYOUT
3/29/2013 2:02:25 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
D.5
A16.3
1
OVERALL OVERHEAD EQUIPMENT PLAN
1/16" = 1'-0"
EQ104
EQUIPMENT SCHEDULE
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
P.1 P.2
R
F.9
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
H.5
J.5
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
K.9
COMM
165
LOBBY
160
8' - 0"
L
B2
LOST & FOUND
A8
G
H
J
K
MOP
SINK
M
163
N
1185
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
B3
BUS PARKING
A9
1
A10
B4
WASH EQUIP/
COMPRESSOR
MOP
SINK
1
EQ501
166
1185
BUS PARKING
2
A11
VEHICLE BYPASS
152
3841
WATER ENTRY
167
A12
ELEC EQUIP
168
BUS WASH
153
B5
BUS PARKING
ELEC SWITCH
GEAR
3
169
A14
A15
A15.2
A15.5
B6
A15.9
L.9
DESIGN DEVELOPMENT
1185
JACKSON, WYOMING
A13
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
MOP
SINK
A16
N.1
EQUIPMENT LAYOUT PLAN - BUS
STORAGE AND WASH
1
1/8" = 1'-0"
No
REVISION/SUBMISSION
DATE
PROJECT No: 3123
DATE: 08/18/11
SCALE:
1/8" = 1'-0"
CHECKED BY: Checker
EQUIPMENT LAYOUT BUS
STORAGE AND WASH
3/29/2013 2:53:21 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
EQ111
EQUIPMENT SCHEDULE
A
GENERAL NOTES
C
D
E
D.5
E.5
F
F.9
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
G
C.1
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
D.5
E.5
F.9
G.1
B2
B2
B2
A
D
E
G
F
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
MOP
SINK
B3
B3
1185
C
B4
D
E
F
G
B4
B4
MOP
SINK
1185
?
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
MOP
SINK
1185
B6
DESIGN DEVELOPMENT
B5
B5
JACKSON, WYOMING
B5
B6
B6
C.1
D.5
E.5
F.9
C.1
EQUIPMENT LAYOUT PLAN - BUS
STORAGE
1
1/8" = 1'-0"
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No: 3123
DATE: 08/18/11
SCALE:
1/8" = 1'-0"
CHECKED BY: Checker
EQUIPMENT LAYOUT BUS
STORAGE
3/29/2013 2:53:28 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
No
EQ112
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
EQUIPMENT SCHEDULE
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
GENERAL NOTES
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
Q R
G
P P.1 P.2
37181
M6
B1
FARE ROOM
DRUG TEST
DIRECTOR
164
154
155
MARKETING
A1
157
A2
VEHICLE DRIVE
AISLE
ELEVATOR
OFFICE
136
E1
159
A3
B
C
H.3
?
L.1
A5
LOBBY
160
LOBBY
F.9
H.5
J.5
K.9
A7
COMM
165
2341
9890
LOBBY
160
8' - 0"
L
B2
LOST & FOUND
A8
A
D
C.1
1
EQUIPMENT LAYOUT - DRIVE AISLE
1/8" = 1'-0"
E
F
G
H
J
K
MOP
SINK
M
L.9
N
N.1
163
S
No
REVISION/SUBMISSION
DESIGN DEVELOPMENT
E.5
JACKSON, WYOMING
D.5
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
160
DATE
PROJECT No: 3123
DATE: 08/18/11
SCALE:
1/8" = 1'-0"
CHECKED BY: Checker
EQUIPMENT LAYOUT DRIVE AISLE
3/29/2013 2:53:37 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
EQ113
EQUIPMENT SCHEDULE
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
GENERAL NOTES
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
1
EQ502
1145
1145
M1
12201
1688
(4)
REBUILD SHOP
101
20201
1798
1098
(2)
BREAK ROOM
5405
14591
(11)
1459114591
(8) (16)
102
14591
(6)
14591
(4)
29141
29151
14251
4' - 0"
29401
3' - 0"
3' - 0"
TOOL CRIB
M2
18611
MEN
22051
103
110
26901
LIGHT REPAIR
LIGHT REPAIR
LIGHT REPAIR
3
2
1
20761
14513
(3)
12001
(2)
111
54121
WOMEN
5716
57141
11401
15701 74911
79601
2832
1570
18001
BATTERY
STORAGE
18004
23441
12001
11402
113
104
98011
11081
(5)
TOOLBOX
STORAGE
2832
11071
112
PARTS STORAGE
18002
1860
LUBE/
COMPRESSOR
14541
14512
14511
14513
7999
7998
114
2045
2045
2030
1860
7540
7541
M3
14501
14503
14502 (3)
3784
21911
1860
26981
COMMON WORK
AREA
105
11351
16882
16881
(4)
15601
MANUALS & COPY
MAINTENANCE
SUPERVISOR
106
115
20751
2832
22201
M4
1860
2832
1860
1860
2832
1637
2110
12321
TIRE SHOP
PARTS ACCESS
25501
1637
24501
1860
23601
24401
49051
2832
117
1860
116
1637
1637
7998
PORTABLE EQUIP
STORAGE
7541
79991
131
7540
HEAVY REPAIR
1860
8
M5
2832
HEAVY REPAIR
1860
7
2832
HEAVY REPAIR
1860
2832
HEAVY REPAIR
6
1860
5
2832
HEAVY REPAIR
1860
4
2832
HEAVY REPAIR
1860
2832
HEAVY REPAIR
3
7780
1860
2
M4.5
2832
HEAVY REPAIR
1860
CONTROLS
5775
1
7780
7780
35401
32751
54141
(4)
54201
26381
26401
2340
29201 59002
26391
5775
29351
29161
5775
5691
21061
21051
5861
54123
20401
(3)
54202
DESIGN DEVELOPMENT
1860
2832
JACKSON, WYOMING
2832
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
79991
(SET OF 6)
58401
(SET OF 4)
5691
CONTROLS &
ADAPTER RACK
54131
59001
54131
(SET OF 4)
54111
5775
CONTROLS
54112
SOAP
DRUM
WASH EQUIP.
15' - 0"
5842
(SET
OF 4)
58421
(SET
OF 4)
58401
5691
CONTROLS &
ADAPTER RACK
CHASSIS WASH
133
G
132
37181
M6
B1
A
B
C
D
E
F
G
H
H.3
J
K
L
L.1
M
No
REVISION/SUBMISSION
DATE
PROJECT No: 3123
CHECKED BY: Checker
EQUIPMENT LAYOUT PLAN - VEHICLE
MAINTENANCE
1
1/8" = 1'-0"
3/29/2013 2:53:55 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
DATE: 08/18/11
SCALE:
1/8" = 1'-0"
EQUIPMENT LAYOUT
VEHICLE MAINTENANCE
EQ114
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
N
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
N
EQUIPMENT SCHEDULE
EQ ID #
SPEC
SECTION
DESCRIPTION
2158
2228
COMPRESSOR, AIR, RECEIVER MOUNTED, 5 HP DUPLEX
DRYER, AIR, REFRIGERATED, 100 CFM
11 11 00
11 11 00
FURNISH
INSTALL
CF/CI
CF/CI
M
M
GENERAL NOTES
REFERENCE SHEETEQ100 FOR ALL EQUIPMENT GENERAL
NOTES.
L
L
K
K
1
J
J
I
I
COMPRESSORS
1
ELECTRICAL/STORAGE
H
H
3
?
G
G
2158
2228
1' - 0"
F
F
Z
COMPRESSOR
ROOM
6
E
E
D
D
JACKSON, WY
2
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
OFFICE
EQUIPMENT LAYOUT PLAN
1
1/4" = 1'-0"
C
C
B
B
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No: Project Number
DATE: 04/08/10
CHECKED BY: Checker
SCALE:
A
A
4/8/2013 8:00:02 AM
DRAWN BY: Author
V:\PROJECTS\Jackson_WY_05Z034\Drawings\STARTBus_CNG_EQ_2013.rvt
No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1/4" = 1'-0"
EQUIPMENT LAYOUT
PLAN CNG BUILDING
EQ117
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
N
2
1
EQUIPMENT SCHEDULE
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
3
N
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
GENERAL NOTES
M
M
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
A
B
C
D
E
F
G
H
H.3
J
K
L L.1
M
L
L
M1
M1
M1
K
K
J
J
M2
M2
M2
I
I
M3
M3
M3
1455
(6)
H
M4
H
M4
M4
G
G
F
Unoccupied
E
E
D
D
H.5
C
M6
J.5
M6
M6
B1
B1
DESIGN DEVELOPMENT
Unoccupied
F
JACKSON, WYOMING
M5
M5
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
M4.5
M5
C
R9
B1
B
B
A
B
C
D
E
F
G
H
H.3
J
K
LL
L.1
No
M
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No: 3123
DATE: 03/19/13
CHECKED BY: Checker
MAINTENANCE MEZZANINE
1
1/8" = 1'-0"
SCALE:
A
A
3/29/2013 2:54:09 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1/8" = 1'-0"
MAINTENANCE
MEZZANINE EQUIPMENT
LAYOUT PLAN
EQ124
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
N
G
H
J
H.5
F.9
J.5
H.5
K
L
J.5
M
P.1 P.2
Q
R
S
K.9
L.9
EQUIPMENT SCHEDULE
M
NN.1
M
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
F.9
G.1
SERVICE EQUIPMENT PIPING ROUTING
B2
7730
L
7730
H.3
B2
J
K
L
L.1
A8
M
N
B2
A8
A8
GENERAL NOTES
L
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
N
G
H
J
K
M
N
L
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
SERVICE EQUIPMENT PIPING ROUTING
S
B3
B3
B3
A9
K
G
A9
H
A9
J
K
J
A10
A10
A10
B4
B4
7740
7740
I
I
A11
A11
A11
H
H
A12
A12
A12
G
G
A13
7740
A13
E
F
E
A14
A14
A15
A15
A14
A15
A15.2
D
D
DESIGN DEVELOPMENT
7740
F
JACKSON, WYOMING
A13
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
B5
B5
A15.5
7710
7710
B6
B6
A15.9
A16
A16
A16
C
C
L.9
F.9
B
H.5
J.5
N.1
L.9
N.1
P.1 P.2
R
S
B
OVERHEAD EQUIPMENT LAYOUT BUS
STORAGE AND WASH AREA
1
1/8" = 1'-0"
No
REVISION/SUBMISSION
DATE
PROJECT No: 3123
DATE: 03/13/13
CHECKED BY: Checker
SCALE:
A
A
3/29/2013 2:54:27 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1/8" = 1'-0"
OVERHEAD EQUIPMENT
LAYOUT BUS STORAGE
AND WASH
EQ141
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
N
N
D
E
F
G
H
H.5
EQUIPMENT SCHEDULE
M
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
C
M
A7
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
D.5
E.5
F.9
H.5
C.1
GENERAL NOTES
D.5
E.5
7730
L
G.1
L
7730
B2
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
F.9
H.3
B2
D
E
G
F
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
B2
H
K
K
B3
B3
C
D
E
F
G
H
J
J
I
I
B4
B4
H
H
G
G
F
F
B5
B5
B5
7740
7740
E
E
D
D
7710
C
B6
7710
DESIGN DEVELOPMENT
7740
JACKSON, WYOMING
7740
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
B4
C
B6
B6
C.1
B
B
No
E.5
F.9
H.5
DATE
PROJECT No: 3123
DATE: 03/13/13
C.1
CHECKED BY: Checker
SCALE:
OVERHEAD EQUIPMENT LAYOUT BUS
STORAGE
1
1/8" = 1'-0"
A
3/29/2013 2:55:09 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
D.5
REVISION/SUBMISSION
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
1
2
3
4
5
6
7
8
9
A
10
11
12
13
14
15
16
17
18
1/8" = 1'-0"
OVERHEAD EQUIPMENT
LAYOUT BUS STORAGE
EQ142
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
N
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
3
2
1
EQUIPMENT SCHEDULE
N
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
GENERAL NOTES
M
M
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
L
L
K
K
A
C
D
E
F
G
H
J
K
L
M
NN.1
P PP.1 P.2
P.5
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
Q R
J
J
H.5
J.5
M6
M6 M6
B1 B1
P.2
R9
Q
R
R9
B1
T
I
I
A1
A1 A1
A2
A2 A2
H
H
A3 A3
A4
A3
B
G
G
L.1
A5
A5
A6
A5
F
F
A7
D.5
E.5
F.9
H.5
J.5
K.9
C.1
L.9
A7
A7
E
E
D.5
E.5
7730
F.9
G.1
7730
B2
L
H.3
B2
J
K
L
L.1
A8
M
N
B2
A8
A8
A
D
E
G
F
H
J
K
M
N
D
D
DESIGN DEVELOPMENT
H.3
JACKSON, WYOMING
C
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
B
S
CC.1
C.1
D
D.5
E.5
E
F.9
F
G
H
H.5
J.5
L.9
L.9
N.1
P.1 P.2
R
C
C
OVERHEAD EQUIPMENT LAYOUT DRIVE
AISLE
1
1/8" = 1'-0"
B
B
No
REVISION/SUBMISSION
DATE
PROJECT No: 3123
DATE: 03/13/13
CHECKED BY: Checker
SCALE:
A
A
3/29/2013 2:55:35 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1/8" = 1'-0"
OVERHEAD EQUIPMENT
LAYOUT DRIVE AISLE
EQ143
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
N
M
M
A
B
C
D
E
F
G
H
H.3
J
K
L L.1
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
18
N
M
L
L
M1
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
M1
M1
FUME ARM
TRAVEL
K
K
3290
M2
M2
M2
J
J
3466
3466
I
I
92001
M3
M3
M3
7770
7770
H
H
M4
M4
M4
SERVICE EQUIPMENT PIPING ROUTING
M4.5
M5
G
G
M5
M5
7790
7780
3460
3460
7780
3460
F
F
5050
E
E
D
D
3460
BRIDGE CRANE RAIL
3460
3460
3460
H.5
M6
B1
DESIGN DEVELOPMENT
3460
JACKSON, WYOMING
7780
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
BRIDGE
CRANE
RAIL
3460
J.5
M6
M6
B1
R9
B1
C
C
A
B
C
D
E
F
G
H
H.3
J
K
LL
L.1
M
OVERHEAD EQUIPMENT LAYOUT VEHICLE MAINTENANCE
1
1/8" = 1'-0"
B
B
No
REVISION/SUBMISSION
DATE
PROJECT No: 3123
DATE: 03/13/13
CHECKED BY: Checker
SCALE:
A
A
3/29/2013 2:55:50 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1/8" = 1'-0"
OVERHEAD EQUIPMENT
LAYOUT VEHICLE
MAINTENANCE
EQ144
EQUIPMENT SCHEDULE
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT DESCRIPTIONS.
GENERAL NOTES
REFERENCE SHEET EQ001 FOR ALL EQUIPMENT GENERAL NOTES
EQ ID #
1
2
3
4
5
6
7
8
9
10
11
12
15
16
17
18
19
20
21
22
23
WASH EQUIPMENT SCHEDULE
DESCRIPTION
MAIN CONTROL PANEL
RECYCLING / PUMP CONTROL PANEL
FINAL RINSE BOOSTER PUMP WITH BUFFER TANK
CHEMICAL INJECTION PUMP (RINSE AID)
CHEMICAL INJECTION PUMP (DETERGENT)
DETERGENT METERING SYSTEM
HIGH PRESSURE PUMP
BUFFER TANK FOR RECYCLE OR HIGH PRESSURE PUMP
WASH WATER PUMP
WATER RECYLCING SYSTEM
WATER SOFTNER
SUBMERSIBLE PUMP
TIRE GUIDE
WHEEL WASH
UNDERCHASSIS WASH
PRE SOAK ARCH
HIGH PRESSURE ARCH
TWO BRUSH SYSTEM
TRAFFIC LIGHT
HIGH PRESSURE PUMP - 2
OZONE GENERATOR
N N.1
P.1
P.2
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
L.9
7531
79921
DEF
7520
B3
B3
7531
7960
ATF
7832
WWF
21
15
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
A9
BUS WASH
7531
153
7520
7960
EC
A9
A9
7960
EO1
PIT #1
2
23
PIT #2
1
12
WASH EQUIP/
COMPRESSOR
10
165
FLOOR
DRAIN
A10
8
8
A10
A10
22
7
9
B4
6
11
5
4
3
HOUSEKEEPING PAD
A11
3841
2161
20
19
WATER ENTRY
167
21
A12
A12
16
A12
DESIGN DEVELOPMENT
A11
JACKSON, WYOMING
2228
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
A11
17
ELEC EQUIP
168
18
B5
A13
No
REVISION/SUBMISSION
DATE
A13
A13
PROJECT No: 3123
DATE: 08/18/11
SCALE:
1/4" = 1'-0"
CHECKED BY: Checker
EQUIPMENT DETAILS &
ENLARGED PLANS
3/29/2013 2:56:32 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
L.9 L.9
1
ENLARGED WASH AREAS
1/4" = 1'-0"
N.1
N.1
P.1
P.2
EQ501
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
N
M
M
L
L
K
K
J
J
I
I
L
1050 17th STREET,
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
18
N
1600 STOUT STREET
SUITE 940
DENVER, CO 80202
300 302 0266 t
L.1
H
H
M1
M1
G
7520
7960
(ATF)
7532
G
79921
(DEF)
F
F
7832
(WWF)
7531
7520
7960
(HO)
7531
7520
7960
(EC)
7960
(EO2)
E
E
7510
(CG)
M2
7240
M2
12291
7520
7950
(GO)
HOUSEKEEPING
PAD
D
2231
D
2165
C
C
L
B
1
L.1
B
ENLARGED LUBE/COMPRESSOR ROOM
1/4" = 1'-0"
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No: 3123
DATE: 03/05/13
CHECKED BY: Checker
SCALE:
A
A
3/29/2013 2:56:41 PM
DRAWN BY: Author
C:\Users\bondjm\Documents\JAMES\Projects\Denver\Jackson_WY\EQPM
START 2013.rvt
DESIGN DEVELOPMENT
7970
(EO1)
JACKSON, WYOMING
7960
(UC)
TOWN OF JACKSON
START BUS MAINTENANE &
OPERATIONS FACILITLY
7520
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1/4" = 1'-0"
EQUIPMENT DETAILS
AND ENLARGED PLANS
EQ502
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
F.9
H.5
K.9
J.5
N
P
P.2
R
Job #: 755.011
High Performance Building Consultants
B2
A8
LOST &
FOUND
163
6" SAN
4" SAN
4" BUILDING DRAIN, RE:
CIVIL DRAWINGS FOR
CONTINUATION.
I.E.=±96'-10"
6" GO
B3
A9
6" GO
6" GO
6" GO
A10
6" RDL
6" STORM, RE: CIVIL
DRAWINGS FOR
CONTINUATION
(_____ SF)
I.E.=+97'-0"
4"SAN
B4
4"GO
4"GO
WASH
EQUIP/
COMPRESSOR
166
4"GO
A11
6" F
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3" CW
A12
ELEC EQUIP
168
B5
A13
ELEC
SWITCH
GEAR
169
6" GO
6" GO
6" GO
DESIGN DEVELOPMENT
6" GO
3" DOMESTIC WATER
REDUCED PRESSURE
BACKFLOW PREVENTER
JACKSON, WYOMING
4"
SA
N
FINISHED FLOOR ELEVATION = 100.-0"
WATER
ENTRY
167
SOG-1
2" V
4" GO
STAIR 2
S2
6" SAN
B6
NOT FOR
CONSTRUCTION
A15
2" V
4" GO
4" GO
(2) 2" V RISE
A14
2000 GALLON
SAND/OIL
INTERCEPTOR,
SEE DETAIL
6" STORM, RE: CIVIL
DRAWINGS FOR
CONTINUATION
I.E.=±98'-0"
F
E
A16
6" SAN
CHECKED BY: Checker
H.3
F.9
4/1/2013 10:17:29 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
6" SAN, RE: CIVIL
DRAWINGS FOR
CONTINUATION
I.E.=±93'-10"
1
J
K
BUS PARKING LEVEL 0 - AREA A - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
L
L.1
M
N
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
A
3123
UNDERFLOORPLUMBING PLAN AREA A
P-101
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
C
D.5
E.5
F.9
B3
4" GO
6" GO
PIPING UPSTREAM
OF CLEANOUT TO
BE COMPLETED
DURING PHASE II
I.E.=±97'-4"
4" GO
DESIGN DEVELOPMENT
B5
JACKSON, WYOMING
B4
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
PIPING UPSTREAM
OF CLEANOUT TO
BE COMPLETED
DURING PHASE II
I.E.=±97'-4"
6" GO
NOT FOR
CONSTRUCTION
F
E
B6
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
CC.1
4/1/2013 10:17:30 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
D
E
UNDERFLOOR-PLUMBING PLAN-AREA B
SCALE: 1/8" = 1'-0"
F
A
3123
UNDERFLOOR PLUMBING PLAN AREA B
P-102
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
J
H.5
K
J.5
L
M
N
R
B1
DRUG TEST
154
DIRECTOR
155
2" PUMP
DISCHARGE
RISE
DW
A2
4"SAN
A2
ESP-1
OFFICE
159
A3
A3
4"GO
4" SAN
4"GO
4"GO
A5
6" GO
A5
6" GO
3"SAN
A1
DESIGN DEVELOPMENT
A1
MARKETING
157
JACKSON, WYOMING
BREAK/
COPY
156
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3" SAN
6" GO
LOBBY
160
NOT FOR
CONSTRUCTION
A7
4" SAN
A7
VESTIBULE
161 &
LOST
FOUND
163
VESTIBULE
162
F
H.3
J
K
L.1
M
N
D
P.2
CHECKED BY: Checker
1
DRIVE AISLE LEVEL 0 - AREA C - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
C
Q
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/1/2013 10:17:32 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
H
E
A
3123
UNDERFLOOR PLUMBING PLAN AREA C
P-103
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
D.5
G
E.5
H
A3
4"GO
4"GO
A5
4" GO
6" GO
DESIGN DEVELOPMENT
A2
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
B1
A7
NOT FOR
CONSTRUCTION
B2
F
A
B
C
D
D.5
E
E.5
F
F.9
E
H
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 10:17:33 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE LEVEL 0 - AREA D - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
B
A
3123
UNDERFLOOR PLUMBING PLAN AREA D
P-104
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
J
H.5
J.5
K
L
P
M
P.1
P.2
Q
R
R2
M1
R3
M2
M2
6" STORM, RE: CIVIL
DRAWINGS FOR
CONTINUATION
I.E.=±97'-0"
R4
M3
M3
R5
M4
R6
M5
6" SAN
2" V
6" SAN
6" GO
6" SAN
6" BUILDING DRAIN,
RE: CIVIL DRAWINGS
FOR CONTINUATION
I.E.=±94'-2"
2000 GALLON
SAND/OIL
INTERCEPTER,
SEE DETAIL
SOG-2
R7
DESIGN DEVELOPMENT
2" V
4" SAN
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
(2) 2" V RISE
6" GO
I.E=±95'-0"
NOT FOR
CONSTRUCTION
R8
6" GO
6" GO
FINISHED FLOOR ELEVATION = 100'-0"
GAS SERVICE
BY LOCAL GAS
COMPANY
ESP-2
M6
M6
B1
B1
F
E
B1
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
H.3
J
K
L
L.1
L.9
N.1
P.2
R
S
CHECKED BY: Checker
B
4/1/2013 10:17:34 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
H
1
MAINTENANCE LEVEL 0 - AREA E - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
A
3123
UNDERFLOOR PLUMBING PLAN AREA E
P-105
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
D
D.5
E
E.5
F
G
H
M1
M2
4" SAN
M3
2" DRAIN FROM
PARTS WASH
M4
DESIGN DEVELOPMENT
M5
JACKSON, WYOMING
6" GO
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
4" SAN
NOT FOR
CONSTRUCTION
6" GO
M6
B1
F
A
B
CC.1
D
E
F
G
H
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 10:17:36 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
MAINTENANCE LEVEL 0 - AREA F - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
B
A
3123
UNDERFLOOR PLUMBING PLAN AREA F
P-106
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
N
F.9
H.5
L
J.5
P
P.2
Job #: 755.011
R
M
High Performance Building Consultants
LOST &
FOUND
163
B2
EXTEND DRAINS FROM
SERVICE SINKS INTO
TRENCH DRAIN.
3/4" HWC
3/4" HW
3" CW
WH-1
4"FCO
TD-1
SERVICE SINK
A8
B3
4"GCO, TWO-WAY
A9
HW AND CW UP
TO 2ND FLOOR
ADMIN
1 1/2" CW
PROVIDE EMERGENCY
SHOWER EYEWASH STATION
W/ THERMOSTATIC MIXING
VALVE.
3/4" HW
WH-1
TD-1
3" CW
TD-1
B4
ESEW-1
ESEW-1
DOWN SPOUT NOZZEL
LOCATED AT 2 ' BELOW
ROOF LEVEL. COOR. W/
ELECTRICAL FOR
HEAT TRACE.
4"FS-1
HB-1
A10
DPB-2
2" CW MAKE-UP TO
WASH EQUIPMENT
EXTEND DRAINS FROM
SERVICE SINKS INTO
TRENCH DRAIN.
3" CW
A11
WATER
ENTRY
167
6"FS-1
6" FROM OVERFLOW DRAIN
IN WASH EQUIP. ROOM INTO
WASH BAY TRENCH.
WH-1
A12
ELEC EQUIP
168
EXTEND DRAINS FROM
SERVICE SINKS INTO
TRENCH DRAIN.
SERVICE SINK
B5
A13
DESIGN DEVELOPMENT
1
P-401
JACKSON, WYOMING
SERVICE SINK
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
TD-1
6" FROM WASH BAY TRENCH
TO WATER RECLAIM PIT.
ELEC
SWITCH
GEAR
169
NOT FOR
CONSTRUCTION
A14
SOG-1
(2) 2"V COMBINE
AT 3'-0" A.F.F, 3"V
UP TO 3" VTR
A15
STAIR 2
S2
4"GCO
6"RDL RISE
ON WALL, DN
BELOW SLAB.
TD-1
TD-1
F
DOWN SPOUT NOZZEL
LOCATED AT 2 ' BELOW
ROOF LEVEL. COOR. W/
ELECTRICAL FOR
HEAT TRACE.
TD-1
B6
A16
D
CHECKED BY: Checker
4/1/2013 10:17:38 AM
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
DRAWN BY: Author
H.3
J
J.5
BUS PARKING LEVEL 1 - AREA A - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
K
K.9
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
F.9
C
4"GCO
WH-1
1
E
M
N.1
P
A
3123
LEVEL 1 - PLUMBING
PLAN - AREA A
P.2
P-111
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
D.5
E.5
F.9
B3
TD-1
TD-1
TD-1
4"FCO
4"FCO
4"FCO
DESIGN DEVELOPMENT
B5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
B4
4"FCO
NOT FOR
CONSTRUCTION
F
TD-1
TD-1
E
TD-1
B6
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
C
4/1/2013 10:17:39 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
D
E
LEVEL 1 - PLUMBING
PLAN - AREA B
F
BUS PARKING LEVEL 1 - AREA B - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
A
3123
P-112
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
H.5
J
J.5
K
L
M
N
R
3" SAN
2-1/2" GAS UP
TO MEZZANINE.
B1
1 1/2"CW
1 1/2"HW
1 1/2"HWC
WC-2
DRUG TEST
154
3"WCO
DIRECTOR
155
MARKETING
157
A1
A2
4"WCO
DW
4" SAN
2" ELEVATOR SUMP
PUMP DISCHARGE
UP FROM BELOW,
TRANSITION TO 3"
AT HORIZONTAL
3" ELEVATOR SUMP
PUMP DISCHARGE
SLOPED AT 1.04%
OFFICE
159
A3
3" PUMP DISCHARGE
AIR GAP TO TRENCH
DRAIN
TD-1
TD-1
4"FCO
A5
3"WCO
DESIGN DEVELOPMENT
BREAK/
COPY
156
JACKSON, WYOMING
WH-1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
L-1
LOBBY
160
3" SAN
3"SAN
NOT FOR
CONSTRUCTION
A7
3"SAN
VESTIBULE
161
LOST &
FOUND
163
3"CW
3/4"HW
3/4"HWC
1 1/2"CW
VESTIBULE
162
F
D
H.5
J
K
L
M
N.1
P.2
R
CHECKED BY: Checker
1
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
S
B
4/1/2013 10:17:41 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
H
E
A
3123
LEVEL 1 - PLUMBING
PLAN - AREA C
DRIVE AISLE LEVEL 1 - AREA C - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
P-113
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
C
D
E
F
G
H
B1
A3
TD-1
TD-1
A5
TD-1
4"FCO
DESIGN DEVELOPMENT
A2
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
WH-1
NOT FOR
CONSTRUCTION
A7
1" CW
1" CW
B2
1"CW
F
E
WH-1
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
C
D.5
E.5
F.9
H
CHECKED BY: Checker
B
4/1/2013 10:17:42 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
A
1
A
3123
LEVEL 1 - PLUMBING
PLAN - AREA D
DRIVE AISLE LEVEL 1 - AREA D - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
P-114
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H.5
J.5
P P.1 P.2
Q R
R2
M1
R3
ESEW-1; PROVIDE WITH
THERMOSTATIC MIXING
VALVE.
M2
HB-1
1"CW MAKE-UP
FOR ____
4"FCO
DSN-1
DOWN SPOUT LOCATED
AT 2' BELOW ROOF.
DBP-3
R4
6"RDL DROP
6" ODL
6" RDL
WH-1
M3
R5
4"FCO
WH-1
R6
M5
4"FCO
4"GCO,
TWO-WAY
WH-1
R7
PROVIDE 3/4" CW TO
PRESSURE WASHER
AND 1-1/2" GAS.
GAS METER,
REGULATION, VALVES,
ETC. BY LOCAL GAS
COMPANY. 2 LBS
SUPPLY TO BUILDING
R8
DESIGN DEVELOPMENT
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
COMBINE (2) 2"V AT 3'-0"
A.F.F., 3"V RISE TO 3"
VENT THRU ROOF
WH-1
JACKSON, WYOMING
M4
NOT FOR
CONSTRUCTION
4"FCO
ESEW-1
G
DBP-2
M6
B1
F
D
H.3
J
J.5
K
L
L.1
M
N.1
P
P.2
R
CHECKED BY: Checker
1
MAINTENANCE LEVEL 1 - AREA E - PLUMBING PLAN
C
S
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/1/2013 10:17:44 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
H
E
A
3123
LEVEL 1 - PLUMBING
PLAN - AREA E
SCALE: 1/8" = 1'-0"
P-115
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
E
F
E.5
G
H
M1
IMB-1
IMB-1
S-2 W/
GDU-1
3/4" HWC
1 1/2" CW
L-2
1 1/2" HW
M2
L-2
WC-2
U-2
EWC-1
4"FCO
HB-1
WC-2
WC-1
3/4" CW
PROVIDE EMERGENCY SHOWER
EYEWASH STATION WITH ACCESSIBLE
THERMOSTATIC MIXING VALVE.
3/4" CW
1 1/4" CW
1 1/4" HW
L-2
3/4"HWC
1 1/2"HW
L-2
6" ODL
ESEW-1
6" RDL
1 1/2"CW
WH-1
M3
3/4" CW
PROVIDE 2" DRAIN
AND 3/4" FOR PARTS
WASHER.
M4
M5
DESIGN DEVELOPMENT
4"FCO
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
HB-1
NOT FOR
CONSTRUCTION
4"FCO
M6
B1
F
D
B
C
D
E
F
G
CHECKED BY: Checker
1
MAINTENANCE LEVEL 1 - AREA F - PLUMBING PLAN
C
H
1
DESIGN DEVELOPMENT
No
REVISION/SUBMISSION
A
4/8/13
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/4/2013 11:14:37 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_jim.thomas.rvt
A
E
3123
LEVEL 1 - PLUMBING
PLAN - AREA F
SCALE: 1/8" = 1'-0"
P-116
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
1
2" V UP.
3" SAN. UP
3" SAN
3" SAN
3" SAN.
2" V UP.
3" SAN. UP
SCALE: 1/8" = 1'-0"
1
ELECTRICAL/STORAGE
3
DESIGN DEVELOPMENT
CNG UNDERFLOOR - PLUMBING PLAN
JACKSON, WYOMING
2
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
4" SAN
Z
NOT FOR
CONSTRUCTION
COMPRESSORS
1
3"
FD-1
3" VTR
3"
FD-1
OFFICE
2
Z
2" V
2" V
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 10:17:48 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
CNG LEVEL 1 - PLUMBING PLAN
3123
LEVEL 1 - PLUMBING
PLAN - CNG BUILDING
SCALE: 1/8" = 1'-0"
P-117
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
F.9
H.5
J
K.9
K
J.5
L.9
N
P
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
R
www.megroup.com
Job #: 755.011
N.1
B2
High Performance Building Consultants
A8
B3
1" CW
A9
A10
B4
1" CW
6"RDL & 6" ODL
RISE TO DRAIN
ABOVE
B5
A13
DESIGN DEVELOPMENT
A12
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
A11
A14
3"V UP TO
3" VTR
A15
NOT FOR
CONSTRUCTION
6"RDL & 6" ODL
RISE TO DRAIN
ABOVE
6" RDL
6" RDL
6" ODL
6" ODL
B6
A16
F
H.3
F.9
J
K
L
L.1
L.9
N
N.1
P
R
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:17:50 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
BUS PARKING LEVEL 2 - AREA A - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
A
3123
LEVEL 2 - PLUMBING
PLAN - AREA A
P-121
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
F:
303 . 382 . 1930
C
D
E
D.5
F
E.5
www.megroup.com
F.9
Job #: 755.011
High Performance Building Consultants
B3
6" ODL
6" RDL
B4
DESIGN DEVELOPMENT
B5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
6"RDL & 6" ODL
RISE TO DRAIN
ABOVE
NOT FOR
CONSTRUCTION
6"RDL & 6" ODL
RISE TO DRAIN
ABOVE
6" RDL
6" ODL
B6
F
D
CHECKED BY: Checker
1
4/1/2013 10:17:52 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
C
D
D.5
E
E.5
F
BUS PARKING LEVEL 2 - AREA B - PLUMBING PLAN
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
F.9
B
A
3123
LEVEL 2 - PLUMBING
PLAN - AREA B
SCALE: 1/8" = 1'-0"
P-122
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
F:
303 . 382 . 1930
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
H.5
J
J.5
K
B1
L
M
N
Q
R
1 1/2"HW
2"CW
3/4"HWC
3
P-401
A1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
2
P-401
?
?
A2
A2
LOCKERS
204
A3
A3
MECHANICAL
MEZZANINE
201
A5
A5
A1
DESIGN DEVELOPMENT
WOMEN
202
JACKSON, WYOMING
MEN
201
NOT FOR
CONSTRUCTION
A7
A7
F
H.3
J
J.5
K
L
L.1
L.9 M
N
D
CHECKED BY: Checker
1
DRIVE AISLE LEVEL 2 - AREA C - PLUMBING PLAN
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/1/2013 10:17:54 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
H
E
A
3123
LEVEL 2 - PLUMBING
PLAN - AREA C
SCALE: 1/8" = 1'-0"
P-123
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
F:
303 . 382 . 1930
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
E
D.5
E.5
F
G
H
B1
B1
A2
A2
A3
A3
A5
A5
A7
A7
6" OD-1
ABOVE
NOT FOR
CONSTRUCTION
6" RD-1
ABOVE
B2
B2
F
A
E
B
C.1
D
D.5
E
E.5
F
F.9
H
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
4/1/2013 10:17:55 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
DESIGN DEVELOPMENT
A1
JACKSON, WYOMING
A1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3/4" CW DN. TO
WH-1.
DRIVE AISLE LEVEL 2 - AREA D - PLUMBING PLAN
B
A
3123
LEVEL 2 - PLUMBING
PLAN - AREA D
SCALE: 1/8" = 1'-0"
P-124
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H.3
P
J
K
L.1
M
N
Q
R2
P
Q
S
R2
M1
R3
R3
S-1A W/
GDU-1
S-1A W/
GDU-1
M2
IMB-1
IMB-1
L-1A
L-1A
WC-1A
WC-1A
WC-1A
WC-1A
L-1A
BT-1
L-1A
BT-1
R4
R4
BT-1
BT-1
L-1A
WC-1A
L-1A
WC-1A
WC-1A
WC-1A
L-1A
L-1A
M3
1 1/2" CW
IMB-1
IMB-1
1 1/2" HW
3/4" HWC
S-1A W/
GDU-1
S-1A W/
GDU-1
R5
R5
R6
WC-1A
R7
S-1A W/
GDU-1
1 1/2" HW
R7
2" CW
3/4" HWC
M5
L-1A BT-1
DESIGN DEVELOPMENT
R6
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3"V RISE TO 3"
VENT THRU ROOF
JACKSON, WYOMING
M4
IMB-1
L-1A BT-1
WC-1A
L-1A
WC-1A
WC-1A
BT-1
R8
M6
M6
B1
B1
L-1A
NOT FOR
CONSTRUCTION
R8
2"CW
M6
F
E
B1
D
C
1
DESIGN DEVELOPMENT
No
REVISION/SUBMISSION
Q
S
H
H.3
J
K
L
M
N.1
P
Q
S
CHECKED BY: Checker
B
4/3/2013 3:01:15 PM
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
DRAWN BY: Author
P
1
MAINTENANCE LEVEL 2 - AREA E - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
A
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
N
4/8/13
3123
LEVEL 2 - PLUMBING
PLAN - AREA E
P-125
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
D.5
E
E.5
F
G
H
M1
M2
M3
1 1/2" CW
1 1/2" HW
3/4" HWC
DESIGN DEVELOPMENT
M5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M4
NOT FOR
CONSTRUCTION
M6
B1
F
A
B
C
D
E
F
G
H
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 10:17:59 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
MAINTENANCE LEVEL 2 - AREA F - PLUMBING PLAN
B
A
3123
LEVEL 2 - PLUMBING
PLAN - AREA F
SCALE: 1/8" = 1'-0"
P-126
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
P
Q
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
R
www.megroup.com
Job #: 755.011
High Performance Building Consultants
F.9
H.5
J
J.5
K
K.9
L.1
L.9
M
B3
A9
A10
6" OD-1
B4
B5
A13
DESIGN DEVELOPMENT
A12
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
A11
A14
A15
NOT FOR
CONSTRUCTION
6" OD-1
B6
A16
F
D
CHECKED BY: Checker
H.3
J
K
L
L.1
L.9
M
N
N.1
4/1/2013 10:18:01 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
F.9
1
P
Q
E
C
R
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
A
3123
ROOF - PLUMBING
PLAN - AREA A
BUS PARKING ROOF - AREA A - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
P-131
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
C
D
D.5
E
E.5
F
F.9
High Performance Building Consultants
6" RD-1
6" OD-1
B3
6" OD-1
DESIGN DEVELOPMENT
B5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
B4
NOT FOR
CONSTRUCTION
F
E
6" OD-1
B6
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
4/1/2013 10:18:02 AM
CHECKED BY: Checker
C
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
D
D.5
E
E.5
F
BUS PARKING ROOF - AREA B - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
F.9
B
A
3123
ROOF - PLUMBING
PLAN - AREA B
P-132
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
H.5
J
J.5
K
L
L.1
L.9
N.1
M
P
R
B1
A2
A2
A3
A3
SOLAR PANELS FOR
DOMESTIC WATER
HEATER PRE-HEAT.
A5
A5
DESIGN DEVELOPMENT
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
A1
JACKSON, WYOMING
A1
A7
A7
NOT FOR
CONSTRUCTION
6" OD-1
F
H
H.3
J
K
L
L.1
L.9
M
N
N.1
R
E
S
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 10:18:05 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE ROOF - AREA C - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
B
A
3123
ROOF - PLUMBING
PLAN - AREA C
P-133
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
D.5
E
E.5
F
F.9
G
H
A3
A5
DESIGN DEVELOPMENT
A2
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
B1
NOT FOR
CONSTRUCTION
A7
6" RD-1
6" OD-1
B2
F
A
B
D
D
E
E.5
F
F.9
G
CHECKED BY: Checker
1
DRIVE AISLE ROOF - AREA D - PLUMBING PLAN
C
H
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/1/2013 10:18:06 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
C
E
A
3123
ROOF - PLUMBING
PLAN - AREA D
SCALE: 1/8" = 1'-0"
P-134
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H.5
J
J.5
K
L.1
M
P
Q
R2
M1
R3
M2
R4
6" RD-1
6" OD-1
M3
R5
R6
M5
R7
DESIGN DEVELOPMENT
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3" VTR
JACKSON, WYOMING
M4
NOT FOR
CONSTRUCTION
R8
F
M6
E
B1
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
H
H.3
J
J.5
K
L.1
L.9 M
NN.1
P
S
CHECKED BY: Checker
B
4/1/2013 10:18:08 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
2
A
3123
ROOF - PLUMBING
PLAN - AREA E
MAINTENANCE ROOF - AREA E - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
P-135
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C.1
D
D.5
E
E.5
F
F.9
H
M1
M2
6" RD-1
6" RD-1
6" OD-1
6" OD-1
M3
DESIGN DEVELOPMENT
M5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M4
NOT FOR
CONSTRUCTION
F
E
M6
B1
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
A
4/1/2013 10:18:10 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
B
C.1
D
D.5
MAINTENANCE ROOF - AREA F - PLUMBING PLAN
SCALE: 1/8" = 1'-0"
E
E.5
F
F.9
H
B
A
3123
ROOF - PLUMBING
PLAN - AREA F
P-136
P.1
P.2
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
P
B1
2" CW
3" CW
1 1/2" HW
1 1/2" HW
3/4" HWC
3/4" HWC
3" CW
2" GAS DN.
WATER
ENTRY
167
FPB-1
REFER TO FPC SHOP
DRAWINGS FOR SIZING
AND LAYOUT OF FIRE
SPRINKLER ZONES
6"FS-1
2" G
DPB-1
3/4" CW
PROVIDE BALANCING
VALVES SET AT 1 GPM.
m GR UP
e
d e s i g n
2" CW
2" V
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
N.1
A1
1
www.megroup.com
ENLARGED SCALE PLUMBING PLAN
Job #: 755.011
SCALE: 1/4" = 1'-0"
High Performance Building Consultants
A2
DBP-4
2" G
4"FS-1
ERV-1
P
P.1
P.2
Q
R
3" CW
1" MAKE-UP
WATER FOR
ERV UNIT
3/4" HW
3/4" HWC
A3
B1
WC-2
2" V
WC-2
MSB-1
JAN
203
MECHANICAL
MEZZANINE
201
3" G
L-2
PROVIDE GAS SOLENOID
VALVE FOR EMERGENCY
SHUT OFF. PROVIDE SHUT
OFF BUTTONS AT EA. EXIT
FROM ROOM
WC-1
WC-1
L-2
L-2
FD
WH-1
U-1
TMV-1 & DPC-1 ON
WALL
FD
WC-1
A5
TEA-1
L-2
L-2
U-2
2" CW
3"FS-1
WC-1
SOLAR CONTROL PANEL
AND PUMP ON WALL
WH-2
MEN
201
WOMEN
202
A1
1" GAS DN TO WATER HEATER. PROVIDE
GAS PRESSURE REGULATING VALVE. 2 LBS
TO 7" W.C.. (TYP. 2 WATER HEATERS)
HWP-1
B-1
HWP-2
3
3"FS-1
AHU-1
2" V
A7
B-3
K.9
3"FS-1
2" MAKE-UP WATER
HYDRONIC SYSTEM
HWP-3
ENLARGED SCALE PLUMBING PLAN
SCALE: 1/4" = 1'-0"
DESIGN DEVELOPMENT
B-2
JACKSON, WYOMING
2" V
N N.1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3" GAS DN TO BOILER. PROVIDE GAS
PRESSURE REGULATING VALVE. 2 LBS TO
7" W.C.. (TYP. 3 BOILERS)
3"FS-1
B2
NOT FOR
CONSTRUCTION
L
L.1
L.9
2
M
N N.1
ENLARGED SCALE PLUMBING PLAN
SCALE: 1/4" = 1'-0"
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
ENLARGED
PLUMBING PLANS
4/1/2013 10:18:13 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
P-401
1-1/2"CW
1-1/2" CW
REFER TO HVAC
DRAWINGS FOR
VENT AND
COMBUSTION
AIR SIZING
4" HDPE
PIPE (TYP.)
DOMESTIC HOT
WATER
CIRCULATION PUMP, DCP-1
GAS WATER
HEATER
GWH-2
3/4" HWC
GAS COCK,
TYPICAL
HOSE END DRAIN
VALVE, TYPICAL
NEW SECTION OF PIPE SAME
SIZE AS EXISTING
THERMOSTATIC
MIXING VALVE, TMV-1
s
GAS WATER
HEATER
6" DIRT LEG, TYPICAL
GWH-1
6" PIPE
COLLAR (TYP.)
s
ASME T&P
RELIEF VALVE,
TYPICAL
THERMOMETER,
TYPICAL
3/4" HWC
56"x24"x6"
CONCRETE PAD
1-1/4" CW AND 1-1/4"
HW TO WATER
HEATER, TYPICAL
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
REINFORCED
CONCRETE
WITH #4 BARS
@ 1'-0" O.C.
1-1/4" CW
1B15 CLEANOUT RING
AND SOLID COVER (TYP.)
1-1/2" HW (140°F)
1-1/2"" CW
1-1/2"HW
LINE SIZE BALL
VALVE, TYPICAL
TIGHT CLOSING
BALANCING VALVE
UNION, TYPICAL
CHECK VALVE,
TYPICAL
m GR UP
e
d e s i g n
THERMAL EXPANSION
ABSORBER, TEA-1
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
GAS PIPE
SIZED PER
PLANS,
TYPICAL
7
P701
TWO-WAY GRADE CLEANOUT DETAIL
6" HOUSEKEEPING PAD
1
P701
SCALE: NONE
GAS FIRED WATER HEATER DETAIL
Job #: 755.011
SCALE: NONE
High Performance Building Consultants
24" CAST IRON FRAME & TRAFFIC RATED COVER
WITH GASTIGHT GASKET, TYPICAL
2" VENT, REFER TO PLUMBING
FLOOR PLANS FOR CONTINUATION
WASTE OR VENT
COLUMN OR PARTITION
AS SHOWN ON FLOOR
PLAN.
PROVIDE CLEANOUT TEE WITH
SCREWED COUNTER-SUNK CAST
IRON PLUG: TAPERED-THREAD
WITH TFE JOINT COMPOUND.
www.megroup.com
24" MIN.
3", 6" OR 12" RISER AS REQUIRED
12'-10"
24"
INLET
INVERT
WCO
24"
4" INLET
OUTLET
INVERT
4" OUTLET
WHERE CLEANOUT TEE IS
CONCEALED IN A CHASE
OR PARTITION, PROVIDE A
ROUND 18 GAUGE
STAINLESS STEEL COVER
WITH BEVELED EDGE.
6"
2" VENT
4" SANITARY
PIPE AND
ELBOW
5'-2"
4'-2"
4'-0"
DIRECTION
OF FLOW
7'-10"
3"
FLOOR
11'-10"
6"
PLAN VIEW
12'-10"
DIRECTION
OF FLOW
8
P701
TYPICAL WALL CLEANOUT DETAIL
2
P701
SCALE: NONE
SAND, OIL AND GAS INTERCEPTOR DETAIL
SCALE: NONE
FS
FS
4" U.L. CHECK VALVE
WITH AUTO-BALL DRIP
3" REDUCED PRESSURE
BACKFLOW PREVENTOR.
SEE FPC SHOP
DRAWINGS FOR SIZING
AND LAYOUT OF FIRE
SPRINKLER ZONES
UNION, TYPICAL
3" CW
FS
TO FIRE DEPARTMENT
CONNECTION
MEMBRANE CLAMP
FLOOR
AS REQUIRED FOR
DEPTH OF SEWER
HUB AND SPIGOT
CAST IRON PIPE
BELOW FLOOR.
SANITARY OR
STORM SEWER
LINE
WATER FLOW SWITCH WITH
WIRING TO EXTERIOR AND
INTERIOR ALARMS (RE:
ELECTRICAL)
SAME SIZE AS SEWER
UP TO 4" MAXIMUM.
U.L. BUTTERFLY VALVE
WITH TAMPER SWITCH (RE:
ELECTRICAL)
LONG SWEEP ELBOW AT
END OR TURN OF RUN.
COMBINATION WYE AND
EIGHTH BEND IN RUN.
ENTER TOP OF PIPE.
DIRECTION
OF FLOW
6" U.L. APPROVED DOUBLE
CHECK BACKFLOW
PREVENTOR ASSEMBLY,
PROVIDE WITH TAMPER
SWITCH ON EACH OS&Y
GATE VALVE (RE:
ELECTRICAL)
2" DRAIN VALVE
EXTEND 2" DRAIN
THRU EXTERIOR
WALL AND
TERMINATE WITH
45° ELBOW
3" CW TO PRV
STATION
2" DRAIN VALVE
WITH 2" DRAIN
PIPED TO FLOOR
DRAIN
PRESSURE GAUGE
WITH ISOLATION
VALVE, TYPICAL
2" DRAIN VALVE
WITH 2" DRAIN
PIPED TO FLOOR
DRAIN
12" FUNNEL DRAIN.
ROUTE 2" TO FLOOR
DRAIN/SINK PROVIDE 2"
AIR GAP. PROVIDE
PIPING SUPPORT FROM
WALL AND OR FLOOR,
TYP.
MAIN WATER SHUT
OFF VALVE.
3" CW ENTRY
STRAINER WITH BLOW
DOWN VALVE AND
PIPING TO FLOOR
DRAIN/SINK, TYPICAL
PRESSURE GAUGE WITH
ISOLATION VALVE
FLOOR PENETRATION
WITH ENTRY FLANGE
6"FIRE
9
P701
TYPICAL FLOOR CLEANOUT DETAIL
SCALE: NONE
5
P701
CONCRETE THRUST
BLOCK
FIRE ENTRY DETAIL
3
P701
SCALE: NONE
DOMESTIC CW ENTRY DETAIL
SCALE: NONE
GFCI
FLASHING & COUNTER FLASHING
OF VTR IS BY ROOFING
CONTRACTOR. PLUMBING
CONTRACTOR TO COORDINATE
INSTALL.
24" DIAMETER (OR SQUARE)
HEAVY DUTY OPEN GRATE
BY OTHERS
MINIMUM 12" ABOVE ROOF
NORMALLY. EXTEND TO HEIGHT OF
PARAPET WHEN WITHIN 10'-0" OF
PARAPET.
CHECK VALVE
GATE VALVE
RELAY
ELEVATOR PIT
INTERIOR
WELL SEAL (MIDWEST WELL
CO.,HUNTLEY, IL)0R EQUAL.
STEEL PIPE SLEEVE
CORE DRILL ROOF OR PROVIDE
SLEEVE IF REQUIRED BY TYPE OF
ROOF DECK. PROVIDE FIRE STOP
SEAL BETWEEN PIPE & SLEEVE OR
DECK
ANCHOR PIPE TO ROOF DECK WITH
U-BOLT AROUND PIPE & ANGLE IRON
WELDED OR SCREWED TO ROOF
DECK OR JOIST. MINIMUM 12" BELOW
ROOF
PROVIDE PIPE INCREASER
IF/WHERE CODE REQUIRES A
MINIMUM 3" VENT THRU ROOF
HUBLESS PIPE CONNECTORS ON
CAST IRON PIPE OR BELL & SPIGOT IF
PVC.
FLOOR
NOTE:
APPLY (1)
WATER-PROOFING COAT
TO INTERIOR EQUAL TO
DECO #PSC.
24"
FLOAT
HIGH WATER ALARM
(3")
NOT FOR
CONSTRUCTION
OIL SMART PROBE
GRADE
REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM THREE
FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE
ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL
SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB,
ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS.
1-1/2" SUMP PUMP
DISCHARGE
PUMP ON
(8")
SIMPLEX EELVATOR
SUMP PUMP, SEE
SCHEDULE.
PUMP OFF
(4")
24" DIAMETER
VENT THRU ROOF DETAIL
CONCRETE OR
FIBERGLASS SUMP
BY MECHANICAL
CONTRACTOR
OIL SMART PUMP
SWITCH
PIPE
SCALE: NONE
OIL SMART
ALARM
SYSTEM IN
JANITOR'S
CLOSET
ROOF DECK
ROOF INSULATION
10
P701
GFCI
DESIGN DEVELOPMENT
LONG SWEEP AT
END OF LINE OR
COMBINATION WYE
JACKSON, WYOMING
RISER LENGTH
AS REQUIRED.
NOTES:
1. VOLUME OF SECONDARY UNIT TO EQUAL 1/3 TOTAL CAPACITY.
2. PIPES AND FITTINGS TO BE CAST IRON, UNLESS OTHERWISE SPECIFIED.
3. UNIT AND COVER SHALL BE DESIGNED FOR H-20 TRAFFIC WHEEL LOAD.
4. PIT MAY BE POURED MONOLITHIC, COVER MUST BE REMOVABLE.
5. WALLS AND BOTTOM SHALL BE REINFORCED WITH 2x16, 6/10 REMESH.
6. COVER TO BE REINFORCED LONGITUDINALLY WITH #6 REBAR, 8" ON CENTER; #4
REBAR 8" ON CENTER WIDTHWAYS, AND #8 REBAR DIAGONALLY AROUND ACCESS
HOLES.
7. PROVIDE COATING FOR ALL EXPOSED INTERIOR SURFACES.
8. GROUT ALL PIPING PENETRATIONS AND JOINTS WATER TIGHT.
ELEVATION-SECTION
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
6"
HUB AT FLOOR.
6
P701
SLEEVE/SEAL THRU FLOOR DETAIL
SCALE: NONE
4
P701
ELEVATOR SUMP PUMP DETAIL
SCALE: NONE
NOTE:
PIPING IN SUMP TO
BE MADE UP WITH
PRESSURE PIPING
TO GRAVITY POINT.
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
4/1/2013 10:18:13 AM
CHECKED BY: Checker
PLUMBING DETAILS
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
P-501
PLUMBING FIXTURE & EQUIPMENT CONNECTION SCHEDULE
FCO
GCO
FUNCTION
FLOOR CLEANOUT
GRADE CLEANOUT
MANUFACTURER
MODEL
JOSAM
57000-Z
JOSAM
WASTE/TRAP
VENT
CW
HW
FIXTURE
COATED CAST IRON LEVELEZE FLOOR CLEANOUT, INTERAL GASKET, NO-HUB BOTTOM
PER
-
-
-
WC-1A
CONNECTION, SCORIATED SPECIAL DUTY NICKALOY COVER, COORDINATE WITH FLOOR TYPE.
PLAN
COATED CAST IRON CLEANOUT WITH FLANGE, BOTTOM CONNECTION, INTERAL COUNTERSUNK
PER
-
-
-
BRONZE PLUG AND SCORIATED ROUND TOP.
PLAN
BRONZE OR CAST IRON BODIED N.P.T. CLEANOUT WITH PAINTABLE COVER AND SCREW.
PER
-
-
-
PAINT TO ARCHITECT'S PREFERENCE.
PLAN
DESCRIPTION
58460A
WC-1
WCO
TEA-1
WALL CLEANOUT
THERMAL EXPANSION ABSORBER
JOSAM
58540, 58600
AMTROL
ST-30C
ASME RATED EXPANSION TANK, STEEL SHELL, POLYPROPYLENE
-
-
3/4"
-
-
-
1"
1"
FUNCTION
MANUFACTURER
MODEL
WATER CLOSET-FLOOR MOUNTED
(RESIDENCE UNITS)
TOTO
CST744EF.10
SEAT
TOTO
SS114
WATER CLOSET-WALL HUNG
KOHLER
K-4325
SEAT
FLUSH VALVE
KOHLER
SLOAN
K-4666
8111-1.6/1.1
WATER CLOSET-WALL HUNG
KOHLER
K-4325
DESCRIPTION
WASTE/TRAP
VENT
CW
HW
UNIVERSAL HEIGHT, ELONGATED FRONT, FLOOR MOUNTED. TWO PIECE, WHITE PLASTIC
SEAT AND COVER, 1.28 GPF.
4"
2"
1/2"
-
WHITE VITREOUS CHINA, SIPHON JET, TOP SPUD, ELONGATED RIM, OPEN FRONT WHITE SOLID
PLASTIC SEAT, 1.6/1.1 GPF, AUTOMATIC SENSOR TYPE BATTERY OPERATED FLUSH VALVE.
4"
2"
1"
-
WHITE VITREOUS CHINA, SIPHON JET, TOP SPUD, ELONGATED RIM, OPEN FRONT WHITE SOLID
4"
2"
1"
-
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
FIXTURE
PLUMBING FIXTURE & EQUIPMENT CONNECTION SCHEDULE
LINER, PAINTED FINISH.
WC-2
TMV-1
THERMOSTATIC MIXING VALVE
MM430
POWERS
31 GPM @ 10 P.S.I. LOSS MAX, ASSE 1017 LISTED, SET AT 120°F, ROUGH BRASS,
MOUNTED ON WALL FOR ACCESS AND ADJUSTMENT.
TMV-2
THERMOSTATIC MIXING VALVE
LM495
POWERS
4 GPM @ 5 P.S.I. LOSS MAX, ASSE 1017 LISTED, SET AT 110°F, ROUGH BRASS,
-
-
1/2"
1/2"
-
-
1/2"
-
(ACCESSIBLE)
SEAT
KOHLER
K-4666
FLUSH VALVE
SLOAN
8111-1.6/1.1
KOHLER
K-4960-ET
PLASTIC SEAT, 1.6/1.1 GPF, AUTOMATIC SENSOR TYPE BATTERY OPERATED FLUSH VALVE.
m GR UP
e
d e s i g n
MOUNTED ON WALL FOR ACCESS AND ADJUSTMENT.
U-1
TP-1
TRAP PRIMER
695-01
SIOUX CHIEF
AUTOMATIC TRAP PRIMER WITH BUILT IN VACUUM BREAKER. BRASS CONSTRUCTION.
URINAL-WALL HUNG
PROVIDE WITH LINE SIZE BALL VALVE FOR ISOLATION, LOCATE WITH SERVICE ACCESS.
SA-1
SHOCK ARRESTOR
SIOUX CHIEF
-
-
FOR ISOLATION AND PROVIDE WITH ACCESS
SA-2
SHOCK ARRESTOR
SIOUX CHIEF
-
-
FOR ISOLATION AND PROVIDE WITH ACCESS
WH-1
WALL HYDRANT
WOODFORD
PER
FLUSH VALVE
-
3/4"
-
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
SLOAN
8186-0.5
www.megroup.com
PER
-
U-2
-
-
3/4"
-
-
-
3/4"
-
URINAL-WALL HUNG
KOHLER
K-4960-ET
(ACCESSIBLE)
PLAN
STAINLESS STEEL RECESSED HOLD BOX WALL FLANGE, LOCKABLE DOOR WITH KEY,
MODEL B67
1-1/2"
PLAN
SIZE "C", PISTON-TYPE WATER HAMMER ARRESTOR, PROVIDE WITH LINE SIZE BALL VALVE
652-C
2"
WALL THICKNESS. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT.
SIZE "A", PISTON-TYPE WATER HAMMER ARRESTOR, PROVIDE WITH LINE SIZE BALL VALVE
652-A
WHITE VITREOUS CHINA, SIPHON JET, TOP SPUD, 0.5 GPF AUTOMATIC SENSOR TYPE
BATTERY OPERATED FLUSH VALVE, CHROME, PROVIDE CARRIER, COORDINATE WITH
FLUSH VALVE
WHITE VITREOUS CHINA, SIPHON JET, TOP SPUD, 0.5 GPF AUTOMATIC SENSOR TYPE
2"
1-1/2"
3/4"
-
Job #: 755.011
BATTERY OPERATED FLUSH VALVE, CHROME, PROVIDE CARRIER, COORDINATE WITH
WALL THICKNESS. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT.
SLOAN
8186-0.5
STERLING
441908
DELTA
520LF-HDF
KOHLER
K-2005
High Performance Building Consultants
REMOVABLE LOOSE KEY HANDLE, VACUUM BREAKER, COORDINATE ROD DEPTH WHEN ORDERING.
HB-1
HOSE BIBB
CHICAGO
SOLID BRASS, CHROME FINISH, 3/4" HOSE CONNECTION, VACUUM BREAKER, TEE HANDLE.
952-CP
L-1A
LAVATORY-SELF RIMMING
(RESIDENCE UNITS)
WHITE VITREOUS CHINA, SELF RIMMING, 4" CENTERS. SINGLE HANDLE MANUAL FAUCET
CHROME, 1.0 GPM AERATOR. PROVIDE GRID DRAIN, P-TRAP,
2"
1-1/2"
1/2"
1/2"
2"
1-1/2"
1/2"
1/2"
2"
1-1/2"
1/2"
1/2"
2"
1-1/2"
1/2"
1/2"
2"
1-1/2"
1/2"
1/2"
2"
1-1/2"
1/2"
1/2"
2"
2"
1/2"
1/2"
2"
2"
1/2"
1/2"
3"
2"
1/2"
1/2"
2"
1-1/2"
1/2"
-
PER
PLAN
PER
PLAN
-
-
-
-
ANGLE SUPPLIES WITH QUARTER STOPS.
GDU-1
GARBAGE DISPOSAL UNIT
IMB-1
ICE MAKER BOX
IN SINK ERATOR
BADGER 5
SIOUX CHIEF
696-10
CONTINUOUS FEED, GALVANIZED STEEL GRINDING ELEMENTS, STAINLESS STEEL SWIVEL
1-1/2"
-
-
-
-
-
1/2"
-
FAUCET
LUGS, 1/2 H.P., 120/1/60, WITH APPLIANCE PLUG, DISHWASHER CONNECTION.
WITH PAINTABLE FACEPLATE AND 1/4 TURN VALVE WITH HAMMER ARRESTOR. PAINT TO
MATCH WALL, RE: ARCHITECTURAL DRAWINGS.
SIOUX CHIEF
(ACCESSIBLE)
-
WITH PAINTABLE FACEPLATE AND 1/4 TURN VALVE WITH HAMMER ARRESTOR. PAINT TO
696-1
-
1/2"
-
FAUCET
MATCH WALL, RE: ARCHITECTURAL DRAWINGS.
GI-1
SAND OIL AND GAS INTERCEPTOR
GREASE INTERCEPTOR
COPELAND
2000 GALLON
COPELAND
500 GALLON
MONOLITHIC POURED FLOOR, WITH REINFORCED BOX, VOLUME OF SECONDARY COMPARTMENT
PER
TO EQUAL 1/3 OF TOTAL CAPACITY.
PLAN
MONOLITHIC POURED FLOOR, WITH REINFORCED BOX, VOLUME OF SECONDARY COMPARTMENT
PER
REDUCED PRESSURE
WATTS
REDUCED PRESSURE ZONE ASSEMBLY, BRONZE BODY, STAINLESS STEEL CHECK
957
REDUCED PRESSURE
WATTS
REDUCED PRESSURE ZONE ASSEMBLY, BRONZE BODY, STAINLESS STEEL CHECK
909
REDUCED PRESSURE
WATTS
REDUCED PRESSURE
DOUBLE CHECK
-
L-2
-
-
3"
-
-
-
2"
-
LAVATORY - DROP IN
KOHLER
K-2906
WHITE VITREOUS CHINA, DROP IN, 4" CENTERS. AUTOMATIC SENSOR TYPE BATTERY
(ACCESSIBLE)
POWERED FAUCET, CHROME, 0.5 GPM AERATOR. PROVIDE GRID DRAIN, 17 GAUGE P-TRAP,
FAUCET
SLOAN
EBF-187-4
ANGLE SUPPLIES WITH HANDLE STOPS, AND INSULATION KIT (TRUEBRO #105). PROVIDE WITH
TMV-2 LOCATED BENEATH SINK AND SET TO 100°F, OR OWNER'S PREFERENCE.
S-1A
KITCHEN SINK-DOUBLE COMPARTMENT
ELKAY
GECR3321-6-1/2
-
-
1"
-
-
-
2"
-
-
-
6" (FIRE)
-
20 GAUGE, TYPE 304 STAINLESS STEEL SINK, 33"x21", SELF RIMMING, 3 HOLE 8" CENTERS
FULLY UNDERCOATED, 6-1/2" DEEP, DOUBLE COMPARTMENT. MANUALLY OPERATED CHROME
FAUCET WITH ADA HANDLES, 1.6 GPM AERATOR. PROVIDE GAUGE P-TRAP, ANGLE
FAUCET
DELTA
470-DST
SINK-SINGLE COMPARTMENT
(ACCESSIBLE
ELKAY
LRAD1918-6-1/2
FAUCET
DELTA
2176-LHP-A24-H24
SINK-DOUBLECOMPARTMENT
ELKAY
LRAD3321-6-1/2
SUPPLIES WITH QUARTER TURN STOPS, STAINLESS STEEL GRID STRAINER.
ASSEMBLIES, QUARTER TURN BALL VALVES, 20 GPM @ 10 PSI LOSS MAX.
WATTS
REDUCED PRESSURE ZONE ASSEMBLY, BRONZE BODY, STAINLESS STEEL CHECK
909
S-1
ASSEMBLIES, QUARTER TURN BALL VALVES, 50 GPM @ 10 PSI LOSS MAX.
BACKFLOW PREVENTOR
FBP-1
-
(RESIDENCE UNITS)
REDUCED PRESSURE ZONE ASSEMBLY, BRONZE BODY, STAINLESS STEEL CHECK
909
BACKFLOW PREVENTOR
DBP-4
2"
ASSEMBLIES, QUARTER TURN BALL VALVES, 50 GPM @ 10 PSI LOSS MAX.
BACKFLOW PREVENTOR
DBP-3
-
ANGLE SUPPLIES WITH HANDLE STOPS, AND INSULATION KIT (TRUEBRO #105). PROVIDE
CARRIER, COORDINATE WITH WALL THICKNESS, REFER TO ARCHITECTURAL DETAILS FOR
ASSEMBLIES, QUARTER TURN BALL VALVES, 100 GPM @ 10 PSI LOSS MAX.
BACKFLOW PREVENTOR
DBP-2
-
EBF-187-4
MOUNTING HEIGHT, OR MOUNT SO THAT RIM IS AT 34" A.F.F. (ADA HEIGHT). PROVIDE WITH
TMV-2 LOCATED BENEATH SINK AND SET TO 100°F, OR OWNER'S PREFERENCE.
PLAN
TO EQUAL 1/3 OF TOTAL CAPACITY.
DBP-1
3"
SLOAN
AMES
C200 OSY
6" DOUBLE CHECK VALVE ASSEMBLY, TYPE 304 STAINLESS STEEL BODY, SLEEVE ACCESS
19 GAUGE, TYPE 304 STAINLESS STEEL SINK, 19"x18", SELF RIMMING, 3 HOLE 8" CENTERS
FULLY UNDERCOATED, 6-1/2" DEEP, SINGLE COMPARTMENT. MANUALLY OPERATED CHROME
FAUCET WITH ADA HANDLES, 1.6 GPM AERATOR. PROVIDE GAUGE P-TRAP, ANGLE
SUPPLIES WITH QUARTER TURN STOPS, STAINLESS STEEL GRID STRAINER.
PORT, OS & Y VALVES, PROVIDE WITH TAMPER SWITCHES
BACKFLOW PREVENTOR
S-2
(ACCESSIBLE
PUMP SCHEDULE
MANUFACTURER &
MARK
SERVES
TYPE
LOCATION
GPM
MODEL OR EQUAL
HEAD
(FT.)
MOTOR
HP
VOLTS/PH/HZ
SH-1
BELL AND GOSSET PL-30
BUILDING
CENT.
MECH. RM
2650
1/12
115/1/60
1
SCP-1
W/ SOLAR PACKAGE
SOLAR DHW
CENT.
MECH RM
2650
1/2
115/1/60
2
ESP-1
SENCOR/OIL MINDER SYS.
ELEV. PIT
SUBMER.
ELEV. PIT
50
20
1,750
1/2
115/1/60
3
ESP-2
SENCOR/OIL MINDER SYS.
ELEV. PIT
SUBMER.
ELEV. PIT
50
20
1,750
1/2
115/1/60
3
NOTES:
BT-1
2. PACKAGED SYSTEM WITH CONTROL PANEL, PRESSURE TANK AND ISOLATION VALVES
3. PACKAGED SYSTEM W/ FLOATS CONTROL PANEL AND ALARM
MSB-1
GAS/SOLAR WATER HEATER EQUIPMENT SCHEDULE
TYPE
LOCATION
SERVES
MODEL OR EQUAL
STATE STH-120
WH-1
STATE STH-120
WH-2
GAS
GAS
MEZZANINE
MEZZANINE
APT.S/MAIN BLDG
APT.S/MAIN BLDG
CAPACITY
RECOVERY RATE AT
(GAL.)
100ºF TEMP. RISE
100
138
100
FAUCET
DELTA
2176-LHP-A24-H24
SHOWER VALVE
(RESIDENCE UNITS)
DELTA
T13020
HAND SHOWER
DELTA
57014
138
NOTES:
DIMENSIONS
NOTES
63-1/4"x28"
1,2,3
63-1/4"x28"
EWC-1
BATH TUB
KOHLER
K-715 (LEFT)
FAUCET
DELTA
K-716 (RIGHT)
BT13410
HAND SHOWER
DELTA
57014
MOP SINK
FIAT
MSB2424
FAUCET
ZURN
Z843M1-RC-CS
ELECTRIC WATER COOLER
2. PROVIDE WITH COMPLETE SOLAR PACKAGE; SACE 02 400202-T41. SOLAR PANELS(2) CR-110-AP (3.5'x7') DOUBLE WALL HX ,PUMP AND CONTROL PANEL.
ASSE 1016 SHOWER SIINGLE HANDLE SHOWER VALVE WITH HAND HELD SHOWER HEAD,
SLIDE BAR, 2.0 GPM. REFER TO ARCHITECTURAL DETAILS FOR MOUNTING HEIGHTS.
ELKAY
60"x30-1/4"x14' WHITE CAST IRON DROP IN BATH TUB WITH SIDE APRON. PROVIDE WITH
STAINLESS STEEL BATH TUB DRAIN. PROVIDE WITH SINGLE HANDLE SHOWER VALVE,
DELTA R10000-UNWS OR EQUAL, DIVERTER PLUG AND 2.0 GPM SHOWER HEAD.
WHITE MOLDED STONE, 24"x24"x10" MOP SERVICE BASIN. FAUCET TO INCLUDE INTERNAL
STOPS AND CHECK STOPS, VACUUM BREAKER, PAIL HOOK AND WALL BRACKET.
(ACCESSIBLE)
1,2,3
FD-1
FLOOR DRAIN
JOSAM
30000-A
FS-1
FLOOR SINK
JOSAM
49320A
1. PROVIDE 120V, 1PH; BLOWER 2.2 AMPS, IGNITER 4.0 AMPS;
3. PROVIDE WITH CORD AND PLUG FOR CIRCULATOR PUMP.
SUPPLIES WITH QUARTER TURN STOPS, STAINLESS STEEL GRID STRAINER.
PROVIDE SHOWER WITH 2" FD-1.
1. PROVIDE WITH AQUA STAT, CHECK VALVE, ISOLATION VALVES ON INLET AND OUTLET OF PUMP
MANUFACTURER &
FULLY UNDERCOATED, 6-1/2" DEEP, DOUBLE COMPARTMENT. MANUALLY OPERATED CHROME
FAUCET WITH ADA HANDLES, 1.6 GPM AERATOR. PROVIDE GAUGE P-TRAP, ANGLE
NOTES
RPM
DCP-1
MARK
19 GAUGE, TYPE 304 STAINLESS STEEL SINK, 33"x21", SELF RIMMING, 3 HOLE 8" CENTERS
TD-1
TRENCH DRAIN
ZURN
Z882
2 PIECE CAST IRON BODY WITH DOUBLE FLANGE, CLAMP RING, ROUND
ADJUSTABLE NICKALOY STRAINER, WEEPHOLES, BOTTOM OUTLET
12" SQUARE, 6" DEEP, CAST IRON BODY, ACID RESISTANT INTERIOR, DOUBLE
PER
PER
FLANGE WITH WEEPHOLES, 1/2" GRATE.
PLAN
PLAN
4"
-
-
-
-
-
-
-
-
-
-
-
-
12" WIDE HIGH DENSITY POLYETHYLENE CHANNEL. PROVIDE WITH HEEL PROOF, ADA, COATED,
CAST-IRON GRATE, LOAD CLASS "E". PROVIDE SHOP DRAWING OF SECTIONS TO BE INSTALLED.
(STORM)
GAS LOAD SCHEDULE
SYMBOL
RD-1
EQUIPMENT
21500-AE
COATED CAST IRON DRAIN WITH POLYPROPYLENE LOCKING DOME, GRAVEL STOP, LARGE
MBH
GAS WATER HEATER
120
WH-2
GAS WATER HEATER
120
B-1
BOILER
2,500
B-2
BOILER
2,500
B-3
BOILER
2,500
GUH-1
GAS UNIT HEATER
110
GUH-2
GAS UNIT HEATER
110
EQUIPMENT WASHER
510
TOTAL
JOSAM
SUMP WITH WIDE ROOF FLANGE AND OUTLET, ADJUSTABLE EXTENSION.
WH-1
EW-1
ROOF DRAIN
PER
PLAN
(STORM)
OD-1
ROOF DRAIN
JOSAM
21500-AE-16
COATED CAST IRON DRAIN WITH LEVEL ADJUSTMENT, POLYPROPYLENE STRAINER,
NON-PUNCTURING CLAMP RING WITH GRAVEL STOP, 3" INTERNAL WATERGUARD.
PER
PLAN
DSN-1
DOWNSPOUT NOZZLE
JOSAM
25010-Z
CAST BRONZE DOWNSPOUT NOZZLE WITH LOOSE WALL FLANGE AND NO-HUB INLET
(STORM)
PER
CONNECTION
ESEW-1
EMERGENCY SHOWER EYEWASH
BRADLEY
FLOOR MOUNTED FREE STANDING EMERGENCY SHOWER WITH PULL HANDLE
SUSPENDED FROM TOP OF UNIT. ATTACHED BOWL EYEWASH/FACE RINSE.
PLAN
1-1/2"
DESIGN DEVELOPMENT
SOG-1
WHITE VITREOUS CHINA, WALL HUNG, 4" CENTERS. AUTOMATIC SENSOR TYPE BATTERY
POWERED FAUCET, CHROME, 0.5 GPM AERATOR. PROVIDE GRID DRAIN, 17 GAUGE P-TRAP,
JACKSON, WYOMING
WASHER BOX
LAVATORY-WALL HUNG
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
WB-1
L-1
8,470
NOTE; GAS PROVIDED AT 2 LBS.
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
PLUMBING
SCHEDULES
4/1/2013 10:18:14 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
P-601
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
GENERAL NOTES FOR CNG FUELING SYSTEM INSTALLATION:
20. EQUIP THE CNG FUELING STATION WITH A PLC-BASED CONTROL SYSTEM. THE CONTROL SYSTEM SHALL AUTOMATICALLY START
AND STOP THE COMPRESSORS, BASED ON DISCHARGE-LINE PRESSURES, STORAGE VESSEL PRESSURES, AND TIME OF DAY. THE
CONTROL SYSTEM SHALL INITIATE EMERGENCY SHUTDOWN OF STATION SYSTEMS, ACCORDING TO THE "ESD CONTROL MATRIX FOR
CNG FUELING STATION", AS SHOWN BELOW.
1. ABOVEGROUND GAS SERVICE PIPING BETWEEN THE METER SET ASSEMBLY, GAS DRYER AND CNG COMPRESSOR SHALL BE
INSTALLED ABOVEGROUND AND BE SEAMLESS CARBON STEEL, ASTM A106, GRADE B, SCHEDULE 40, OR HDPE 'DR11' PIPE. STEEL
NATURAL GAS PIPING SHALL BE WELDED OR FLANGED, WITH THE FOLLOWING EXCEPTION. EQUIPMENT CONNECTIONS NPS 1, OR
SMALLER, REQUIRING PERIODIC SERVICING MAY BE MADE USING NPT. WELDED STEEL PIPE CONNECTIONS EQUAL OR LARGER THAN
NPS2 SHALL BE BUTT WELDED, OR OTHERWISE SOCKET WELDED. FLANGED CONNECTIONS SHALL BE CLASS 150, RAISED FACE,
FORGED CARBON STEEL, ASTM A105, CONFORMING TO ANSI B16.5.
ESD CONTROL MATRIX FOR CNG FUELING SYSTEM
Responses
Shut down Close
Close
Shut down
Call out to
Condition
CNG
all
site
fast fill
designated
Compr.
supply
ESD
dispenser valves personnel
Skid A
valve
Manual ESD button is
pushed at any location
X
X
X
X
X
except connected to
compressor skid
Manual ESD button on
0
0
0
X
X
CNG Skid A is pushed
Excess flow is metered
X
X
X
X
X
at fast fill dispenser
In CNG Skid A: low
methane leak (25%
LFL), high vibration,
high oil pressure, high
X
0
0
0
X
cylinder temperature,
low inlet pressure, high
inlet pressure, or motor
fault alarms are set
High methane leak
X
X
X
X
X
( 50% LFL) is detected
in CNG Skid A
Response is initiated
X
Key to Responses
Response is not initiated
0
2. UNDERGROUND GAS PIPING SHALL BE INSTALLED NOT LESS THAN 24" BELOW GRADE.
A. UNDERGROUND GAS SERVICE PIPING SHALL BE SCHEDULE 80 CS (A104 GRADE B).
B. ABOVEGROUND STEEL GAS SERVICE PIPING SHALL BE SCHEDULE 40 CS (A104 GRADE B) WITH ZINC OXIDE PRIMER AND GREEN
EPOXY TOP COAT.
C. UNDERGROUND PLASTIC PIPING W/ A SERVICE PRESSURE OF LESS THAN 90 PSIG SHALL BE HDPE SDR11 WITH TRACE WIRE AND
ANODELESS RISERS.
3. WARNING TAPE SHALL BE PLACED IN PIPE TRENCH BACKFILL, APPROXIMATELY 1 FT. ABOVE TOP OF PIPE. USE YELLOW
POLYETHYLENE TAPE MANUFACTURED FOR IDENTIFYING UNDERGROUND UTILITIES, 6 IN. WIDE AND 4 MILS THICK, CONTINUOUSLY
INSCRIBED WITH "GAS".
4. HIGH PRESSURE CNG PIPING DOWNSTREAM FROM COMPRESSOR DISCHARGE SHALL BE SEAMLESS CARBON STEEL, ASTM A106,
GRADE B. NPS 1 AND SMALLER PIPE SHALL BE SCHEDULE 160; NPS 1 1/2 AND NPS 2 SHALL BE XXS. NOMINAL PIPE SIZES SHALL BE 3/4
OR 1, AS SHOWN IN THE DRAWINGS. HIGH PRESSURE CNG PIPING WITH DIAMETERS OF NPS 2 OR SMALLER SHALL BE SOCKET
WELDED. SOCKET WELD FITTINGS SHALL BE FORGED STEEL, ASTM A105, CLASS 6000, & MANUFACTURED PER ANSI B16.11-2001.
5. FLANGES FOR HIGH PRESSURE CNG PIPING SHALL BE CLASS 2500 FORGED STEEL, ASTM A105, WELDNECK, RTJ OR RF,
CONFORMING TO ANSI B16.5, WITH BORE MATCHING THE INSIDE DIAMETER OF THE CONNECTED PIPE.
6. FLANGE BOLTS SHALL BE HEAVY HEXAGONAL CAP SCREWS, ASTM A307 GRADE B, WITH HEAVY HEX NUTS, ASTM A194, GRADE 2H.
PIPE FLANGE BOLTS SHALL SHOW A MINIMUM OF 2 THREADS THROUGH THEIR BACKING NUT, WHEN FULLY TIGHTENED.
K
7. INSULATED FLANGES: FURNISH FLANGE INSULATING KITS WHERE INDICATED IN THE DRAWINGS.
A) KITS FOR RAISED FACE FLANGES SHALL INCLUDE AN INSULATED FULL-FACED FLANGE GASKET, PIPELINE SEAL & INSULATOR, INC.,
LINE BACKER TYPE E, 1/8 " THICK, WITH PHENOLIC RETAINER AND VITON SEALING ELEMENT. KITS FOR RING-TYPE JOINTS SHALL
INCLUDE A TYPE D GASKET.
B) ALL INSULATING KITS SHALL INCLUDE THE FOLLOWING:
I) ONE FULL-LENGTH PHENOLIC SLEEVE, EXTENDING HALF-WAY INTO BOTH STEEL WASHERS FOR EACH FLANGE BOLT. THE
SLEEVE SHALL BE A 1/32 " THICK TUBE.
II) 2-EA, 1/8 " THICK PHENOLIC ISOLATING WASHERS FOR EACH BOLT.
III) 3-EA, 1/8 " THICK ZINC-PLATED, HOT ROLLED STEEL WASHERS FOR EACH BOLT. THE I. D. OF ALL WASHERS SHALL FIT OVER THE
ISOLATING SLEEVE, AND BOTH THE STEEL- AND ISOLATING WASHERS SHALL HAVE THE SAME I.D. AND O.D. PHENOLIC SLEEVES SHALL
HAVE A MIN. DIELECTRIC STRENGTH OF 400 VOLTS/MIL, AND WATER ABSORPTION OF 0.10% OR LESS.
J
8. PIPE PROTECTION:
A) ALL UNDERGROUND STEEL GAS PIPING THAT IS DIRECTLY BURIED SHALL BE FACTORY COATED WITH FUSION-BONDED EPOXY,
CONFORMING TO NACE RP0394 - STANDARD RECOMMENDED PRACTICE, "APPLICATION, PERFORMANCE, AND QUALITY CONTROL OF
PLANT-APPLIED FUSION-BONDED EPOXY EXTERNAL PIPE COATING". COATING SHALL BE 3M "SCOTCHKOTE 6233" OR APPROVED
EQUAL. PIPE JOINTS SHALL BE PREPARED AND FIELD-COATED ACCORDING TO THE FACTORY COATING MANUFACTURER'S WRITTEN
RECOMMENDATIONS.
B) PIPING SHALL ALSO BE CATHODICALLY PROTECTED (CP) BY MAGNESIUM-BASED SACRIFICIAL ANODES WITH TEST STATIONS. CP
SYSTEM SHALL BE DESIGNED BY AN ENGINEER THAT IS QUALIFIED AND EXPERIENCED FOR THE WORK AND THAT HAS A WYOMING P.E.
LICENSE. DESIGN FOR CP SYSTEM SHALL BE PROVIDED AS A DEFERRED SUBMITTAL.
I
J
22. CONTRACTOR SHALL PROVIDE EQUIPMENT AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. OTHER EQUAL PRODUCTS
MAY BE SUBSTITUTED ONLY WITH THE OWNER'S PRIOR APPROVAL, IN WRITING. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
CHANGES TO THE APPROVED CONSTRUCTION DRAWINGS THAT RESULT FROM THE SUBSTITUTION OF EQUIPMENT SHOWN IN THE
PLANS.
I
23. CONTRACTOR SHALL PROVIDE EQUIPMENT, MATERIALS, CONSTRUCTION, START-UP, AND 12-MONTH WARRANTY OF MATERIALS
AND WORKMANSHIP FOR THE FUELING FACILITY PER THE SPECIFICATIONS AND DRAWING PACKAGE.
10. ALL FLEXIBLE PIPE CONNECTORS SHALL BE CONSTRUCTED USING TYPE 316 STAINLESS STEEL FITTINGS AND BRAIDS, AND PTFE
LINERS. PERMANENTLY LABEL FLEX CONNECTORS WITH MAWP, MANUFACTURER'S NAME, AND MODEL NO.
24. CONTRACTOR SHALL PROVIDE RED-LINED FIELD DRAWINGS SHOWING ALL SIGNIFICANT CHANGES TO THE APPROVED DRAWINGS.
11. CONTRACTOR SHALL FURNISH ALL PIPE, TUBING AND WELD FITTINGS. SUBMIT MATERIAL CERTIFICATIONS FOR ALL GAS PIPE AND
PIPE-FITTINGS. WELDING ON GAS PIPE AND TUBE SHALL BE PERFORMED IN ACCORDANCE WITH ASME/ANSI B31.3. WELDING
PROCEDURES SHALL BE QUALIFIED IN ACCORDANCE WITH ASME BOILER AND PRESSURE VESSEL CODE, SECTION IX. QUALIFIED WELD
PROCEDURES & WELDERS' CERTIFICATIONS SHALL BE KEPT ON FILE AND AVAILABLE FOR INSPECTION BY THE OWNER'S
REPRESENTATIVE. NO WELDING SHALL BE PERFORMED BY ANY WELDER FOR WHOM A CURRENT CERTIFICATION IS NOT ON FILE.
USING ALIGNMENT LUGS IS ACCEPTABLE, BUT LUGS SHALL BE CUT OFF AND GROUND FLUSH AFTER WELDING IS COMPLETE.
H
SCOPE OF WORK:
THE CONTRACTOR SHALL INSTALL A NEW, COMPLETE CNG FUELING SYSTEM TO PROVIDE FLEET FAST-FILL CNG VEHICLE FUELING.
12. CONTRACTOR SHALL PROVIDE AND PAY FOR THE INSPECTION AND LEAK TESTING OF ALL FIELD FABRICATED TUBING AND WELDED
GAS PIPING. CONTRACTOR SHALL UTILIZE A QUALIFIED INSPECTOR TO INSPECT WELDS IN ACCORDANCE WITH CHAPTER VI OF ASME
B31.3. EVERY WELD SHALL BE EXAMINED VISUALLY. ALL BUTT WELDS SHALL BE RADIOGRAPHED, AND WRITTEN TEST REPORT(S)
FURNISHED TO THE ENGINEER, BEFORE PRESSURIZING THE PIPE. EXAMINE NOT LESS THAN 25% OF ALL SOCKET WELDS BY DYE
PENETRATION, AND FURNISH WRITTEN TEST REPORT(S) TO THE ENGINEER, BEFORE PRESSURING THE PIPE.
G
K
21. THE OWNER SHALL FURNISH ALL EQUIPMENT, AND PERFORM ALL INSTALLATION, TESTING, AND STARTUP NEEDED TO PROVIDE A
COMPLETE AND FUNCTIONAL CNG FUELING SYSTEM. SCOPE INCLUDES INSTALLATION OF THE FOLLOWING MATERIALS AND PACKAGED
EQUIPMENT:
9. EXCEPT AS NOTED, ALL BALL VALVES USED IN NATURAL GAS PIPING SHALL HAVE TYPE 316 STAINLESS STEEL BALLS, BODIES AND
STEMS; HOWEVER, FACTORY-PAINTED VALVES NPS2 AND LARGER MAY HAVE CARBON STEEL BODIES.
H
L
EQUIPMENT SIZING.
- SUCTION-SIDE GAS DRYER WITH ONE DESICCANT TOWER, BYPASS, ONBOARD REGENERATION, AND MAXIMUM 5 PSI PRESSURE
DROP AT 800 SCFM.
- TWO CNG-COMPRESSOR SKIDS WITH 250 HP MOTOR DRIVE AND MINIMUM 400 SCFM CAPACITY EACH, DISCHARGING AT 4500 PSIG
BASED ON THE GAS-SUPPLY DESIGN CONDITIONS, PROVIDED WITHOUT SKID ENCLOSURES AND HOUSED IN THE CNG BUILDING.
- DESIGN AND INSTALLATION OF COOLER-DISCHARGE DUCTING FOR ROUTING COMPRESSOR-COOLER DISCHARGE OUT OF CNG
BUILDING.
- (4) CNG STORAGE VESSELS EACH WITH A MINIMUM OF 10,500 SCF OF CNG AT 4500 PSIG AND MAWP OF 5500 PSIG.
- BUFFER VALVE PANEL HOUSED IN A NEMA 1 ENCLOSURE, AND HOUSED IN THE CNG BUILDING.
13. CNG TUBING - HIGH PRESSURE TUBING SHALL BE SEAMLESS, AND MANUFACTURED AND LABELED ACCORDING TO ASTM A-213,
USING TYPE 316 OR 304 S.S. TUBING WITH DIAMETERS LESS THAN 3/4" SHALL BE CONNECTED USING TYPE 316 SS SWAGED FITTINGS.
ALL SWAGED FITTING SHALL BE FROM A SINGLE MANUFACTURER. ACCEPTABLE PRODUCTS ARE SWAGELOK, HOKE GYROLOK OR
PARKER A-LOK. SWAGED FITTING SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 5500 PSI. PRESSURE TUBING 3/4" AND
LARGER SHALL BE JOINED USING PARKER SEAL-LOK FACE SEAL FITTINGS. O-RING MATERIAL FOR FACE SEAL FITTINGS SHALL BE
VITON ALL SS TUBING FITTINGS SHALL BE PARKER. ALL SS TUBING SHALL BE MARKED 'MADE IN USA'.
G
F
F
14. PRESSURE TUBING SHALL HAVE THE FOLLOWING MINIMUM WALL THICKNESS.
TUBE NOMINAL SIZE
TUBE OD (INCHES)
WALL THICKNESS (INCHES)
0.250
0.035
0.375
0.049
0.500
0.065
0.750
0.109
1.000
0.120
1.500
0.188
E
NGV-1 TYPE-2 P36 NOZZLES.
- CONNECTION OF DISPENSERS TO FUEL-MANAGEMENT TERMINALS AS SHOWN ON 'DL' SERIES PETROLEUM-FUELING DRAWINGS.
- ISLANDS, FLEET DISPENSER AND FUEL-MANAGEMENT TERMINALS SHALL BE CONFIGURED AND INSTALLED SO THAT THEY ARE ADA
COMPLIANT.
- PROVIDE PRE-ENGINEERED CATHODIC-PROTECTION SYSTEM FOR ALL BURIED STEEL PIPING. INCLUDES DEFERRED DESIGN
SUBMITTAL SEALED BY A WY-REGISTERED ENGINEER THAT IS PRACTICED IN THE DESIGN OF CATHODIC PROTECTION SYSTEMS.
SYSTEM SHALL INCLUDE TEST STATIONS AND COMMISSIONING REPORT.
- PROVIDE 12-MONTH COMPREHENSIVE PARTS AND LABOR WARRANTY ON ALL EQUIPMENT, MATERIALS AND SYSTEMS INSTALLED,
EXCLUSIVE OF CONSUMABLES SUCH AS LUBE OIL AND OTHER WEAR PARTS PER MANUFACTURER'S PUBLISHED DATA.
- PROVIDE 3 SETS OF BOUND AND INDEXED OWNER'S MANUALS FOR ENTIRE SYSTEM AS INSTALLED.
- PROVIDE RED-LINED FIELD DRAWINGS AND AS-BUILT DRAWINGS IN PDF AND AUTOCAD FORMATS SHOWING CLOUDED CHANGES
15. PRESSURE TESTING OF CNG PIPING. BEFORE CONNECTING THE CNG PIPING AND TUBE TO THE NEW STORAGE VESSELS, ALL
HIGH-PRESSURE CNG PIPING AND TUBING SHALL BE INSPECTED, LEAK TESTED, AND PRESSURE TESTED WITH NITROGEN. THE TEST
GAS SOURCE SHALL BE CAPABLE OF PRESSURIZING THE PIPING TO NOT LESS THAN 5,500 PSIG. PERFORM TESTING IN THE
FOLLOWING STEPS.
A) COMPRESS PIPING TO 25 PSIG AND SOAP-TEST ALL JOINTS FOR LEAKS. IF ANY
LEAKAGE IS DETECTED, RELIEVE THE PRESSURE AND REPAIR THE LEAK(S). REPEAT TESTING AT 25 PSIG UNTIL ALL LEAKS ARE
ELIMINATED.
B). CONNECT A PRECISION (<1% ERROR) PRESSURE TRANSDUCER AND DATA RECORDER TO THE CNG PIPING SYSTEM, AND
ARRANGE THE VALVING TO SEAL THE SYSTEM AND ALLOW ISOLATE IT TO BE ISOLATED FROM THE PRESSURE SOURCE. SLOWLY
INCREASE THE PRESSURE TO 500 PSIG, AND INSPECT FOR LEAKS. INCREASE PRESSURE AGAIN, IN 1000 PSI INCREMENTS, TO 5,500
PSIG. HOLD PRESSURE CONSTANT FOR AT LEAST 10 MINUTES BEFORE INCREASING TO THE NEXT INCREMENT. WITH THE SYSTEM
PRESSURIZED TO 5,500 PSIG, AND ISOLATED FROM THE PRESSURE SOURCE, ADEQUATE LEAK INTEGRITY SHALL BE VERIFIED BY NO
LOSS OF PRESSURE OVER A PERIOD OF AT LEAST 2 HR. SUBMIT A RECORD OF PRESSURE, MEASURED AT 10 MIN. INTERVALS, AS
EVIDENCE OF SUCCESSFUL PRESSURE TESTING.
C). AFTER PNEUMATIC TESTING, RELIEVE THE PIPING SYSTEM PRESSURE TO ATMOSPHERIC, CONNECT IT TO NATURAL GAS
COMPRESSOR(S) AND STORAGE, AND PURGE WITH NATURAL GAS. PRESSURIZE WITH NATURAL GAS AND INSPECT FOR LEAKS WITH
SOAP BUBBLE TEST AT NORMAL OPERATING PRESSURES.
D
THE WORK SHALL CONFORM TO THE CURRENTLY ADOPTED EDITION OF THE FOLLOWING CODES AND STANDARDS AS
SUPPLEMENTED, AMENDED, OR MODIFIED BY STATE OF WYOMING AND TOWN OF JACKSON:
- INTERNATIONAL BUILDING CODE (IBC)
- INTERNATIONAL PLUMBING CODE (IPC)
- INTERNATIONAL MECHANICAL CODE (IMC)
- INTERNATIONAL FUEL GAS CODE (IGC)
- INTERNATIONAL ELECTRIC CODE (IEC)
- INTERNATIONAL FIRE CODE (IFC)
- NFPA 30A 2008 - MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES
- NFPA 52 2010 - VEHICULAR GASEOUS FUEL SYSTEMS
16. PRESSURE TEST INSTRUMENT AIR/GAS PIPING BY PRESSURIZING WITH NITROGEN TO 200 PSIG, AND SOAP TESTING WITH NO
LEAKAGE AT ANY VALVE OR FITTING. WITH THE AIR/GAS PIPING SEALED AT ALL ABOVEGROUND RISERS, AND COMPRESSED TO 200
PSIG, THE AIR PIPING SHALL DEMONSTRATE NO LOSS OF PRESSURE OVER 1 HR, AS INDICATED BY A 1% PRECISION BOURDON TUBE
GAUGE. THE GAUGE SHALL HAVE A FULL-SCALE PRESSURE OF 250 PSIG. DO NOT BACKFILL PIPE TRENCHES UNTIL LEAK TESTING HAS
BEEN SUCCESSFULLY COMPLETED.
C
D
NOT FOR
CONSTRUCTION
C
IN THE EVENT OF A CONFLICT BETWEEN DRAWINGS, WRITTEN SPECIFICATIONS, AND/OR REFERENCED STANDARDS, THE MOST
STRINGENT SHALL GOVERN
SUBMITTALS
17. LEAK TESTING OF NATURAL GAS SERVICE PIPING. NATURAL GAS PIPING FROM THE METER TO THE COMPRESSORS SHALL BE LEAK
TESTED WITH NITROGEN, ACCORDING TO APPLICABLE UTILITY COMPANY GAS TEST PROCEDURES, TEST SHALL INCLUDE HOLDING
MAWP FOR 20 MINUTES AND SOAP BUBBLE TEST OF ALL JOINTS AND UNIONS.
- PRODUCT DATA SHEETS FOR ALL EQUIPMENT LISTED UNDER SCOPE OF WORK SECTION OF THIS SHEET.
- DATA SHEETS FOR ALL PIPING, TUBING, VALVES AND PIPING APPURTENANCES THAT ARE FIELD INSTALLED.
- DOCUMENTATION SHOWING ALL EQUIPMENT INSTALLED IN UNCONDITIONED SPACE IS LISTED FOR TEMPERATURES AS LOW AS
18. PERFORM LEAK TESTING AND WELD INSPECTIONS OF STEEL PIPING BEFORE APPLYING FIELD COATINGS OR PAINT.
B
E
B
1
- DEFERRED DESIGN SUBMITTAL FOR CATHODIC PROTECTION SYSTEMS NEEDED FOR DIRECT-BURIED PIPING, INCLUDING P.E. SEAL
BY ENGINEER LICENSED IN WYOMING.
- DEFERRED DESIGN SUBMITTAL FOR DUCTING AT COMPRESSOR SKID COOLER DISCHARGE, AS REQUIRED TO ROUTE COOLER
DISCHARGE OUT OF CNG BUILDING.
- OTHER SUBMITTALS AS REQUIRED IN THE SPECIFICATION MANUAL.
19. CONTRACTOR SHALL VERIFY DIMENSIONS AND INTERFACES FOR EQUIPMENT, PENETRATIONS, PIPING AND POINTS OF
CONNECTION FOR CONSISTENCY WITH EQUIPMENT SHOP DRAWINGS, PRIOR TO CONSTRUCTION.
A
DESIGN DEVELOPMENT
4/8/13
CNG Fueling Notes
A
DRAWN BY:
CHECKED BY:
DESIGN DEVELOPMENT
L
M
JACKSON, WYOMING
M
N
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
N
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DG001
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
N
M
M
L
L
K
K
J
J
SEE DWG DG-102 FOR
CNG EQUIPMENT PLAN
I
I
H
H
SEE DWG DG-102 FOR
CNG EQUIPMENT PLAN
F
SEE DWG DL101 FOR
PETROL EQUIPMENT PLAN
E
E
D
D
DESIGN DEVELOPMENT
F
JACKSON, WYOMING
G
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
G
NOT FOR
CONSTRUCTION
C
C
B
B
1
4
8
16
NORTH
A
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
4/8/13
Fuel Systems Site Plan
32
A
DRAWN BY:
CHECKED BY:
0
DESIGN DEVELOPMENT
16
17
18
DG101
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
NOTE:
N
1.
N
SEE DWG DG601 FOR CNG HEX CALL-OUT
EQUIPMENT DESCRIPTIONS.
M
M
L
L
K
K
J
J
28
I
27
I
27
23
H
H
23
22
F
26
F
29
E
E
D
D
DESIGN DEVELOPMENT
25
JACKSON, WYOMING
G
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
G
24
NOT FOR
CONSTRUCTION
C
C
B
B
1
2
4
8
4/8/13
CNG Fuel Equipment
Plan
16
A
A
NORTH
DRAWN BY:
CHECKED BY:
0
DESIGN DEVELOPMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DG102
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
N
SCHEDULE OF EQUIPMENT FOR CNG FUELING FACILITY
KEY
NO.
M
ITEM
QTY.
REQ'D
SPECIFICATION
MFR. & MODEL
M
CNG EQUIPMENT
1
NATURAL GAS DRYER
1
SINGLE-VESSEL DESICCANT DRYER, 800 SCFM MINIMUM CAPACITY AT 38 PSIG, NPS 4" CLASS
150 RF FLANGE CONNECTIONS, 150 PSIG MAWP, INTEGRAL MANUALLY-CONTROLLED
REGENERATION SYSTEM, BYPASS VALVES, HYGROMETER W/ 2-LEVEL ALARM,
INLET-COALESCING AND OUTLET-PARTICULATE FILTERS; TOTAL PRESSURE DROP ? 5 PSI AT
DESIGN CONDITIONS, AND INSTALL IN CNG BUILDING.
PSB MODEL
NGSR-15-4 OR EQUAL
XEBEC (SEE NOTE 3)
2
CNG COMPRESSOR
SKIDS
2
ANGI NG300E OR
EQUAL ATLAS
COPCO/GF CT OR
IMW-50 (SEE NOTE 3)
3
CNG GROUND STORAGE
VESSELS
4
4
CNG FLEET DISPENSER
1
EACH SKID EQUIPPED WITH (1) CNG COMPRESSOR RATED AT 400 SCFM AT COMPRESSOR
SUCTION OF 33 PSIG, DRIVEN BY A 250 HP NEMA PREMIUM EFFICIENCY TEFC MOTOR.
FURNISH WITH MASTER & AUXILIARY PLC'S, INTERSTAGE COOLER, AIR-ACTUATED BALL
VALVES, RECEIVER FOR CAPTURED BLOWDOWN, AND COLD-WEATHER BLOCK HEATER.
INSTALL IN CNG BUILDING AND PROVIDE WITHOUT SKID ENCLOSURES. REGULATE
GAS-SUCTION PRESSURE AFTER DRYER AS REQUIRED BY COMPRESSOR-SUCTION
LIMITATIONS. PROVIDE DUCTING FROM COOLER DISCHARGES TO BUILDING OPENING.
TUBULAR VESSEL WITH 10,500 SCF MINIMUM CAPACITY (EA) AT 4500 PSIG, 5500 PSIG MAWP,
WITH SUPPORT, ISOLATION VALVES AND PRESSURE RELIEF VALVES. PACKAGE VESSELS
AND PROVIDE FOUNDATIONS AS REQUIRED TO SUPPORT 6 TOTAL VESSELS.
TWO-HOSE DISPENSER WITH ONE-LINE X 3/4" BUFFER-TYPE CONFIGURATION AND (2) J4
COALESCING FILTERS, TWO MICROMOTION CNG-050 FLOW METERS, AND INTERNAL 'SMART
DISPENSER' FILL LOGIC FOR DELIVERING FILLS TEMPERATURE COMPENSATED TO 3600 PSIG
L
K
5
J
6
"CNG TRANSIT
DISPENSER
"
ESD BUTTON
1
3
I
H
7
INTEGRATED
CONTROL/STARTER
PANEL
1
8
CNG BUFFER-VALVE
PANEL
1
1/2" X 12' HOSES AND NGV-1 TYPE-2 P36 NOZZLES. CONTROLS SHALL BE CONFIGURED PER
ADA REQUIREMENTS, WITH ALL USER-INTERFACE ELEMENTS A MAXIMUM OF 54" ABOVE THE
DRIVEWAY SURFACE. DISPENSER SHALL BE APPROVED AND PACKAGED BY THE
COMPRESSOR-SKID PACKAGER.
TWO-HOSE TRANSIT DISPENSER WITH ONE-LINE X 3/4" BUFFER-TYPE CONFIGURATION AND
(2) J4 COALESCING FILTERS, ONE MICROMOTION CNG-050 FLOW METER, AND INTERNAL
'SMART DISPENSER' FILL LOGIC FOR DELIVERING FILLS TEMPERATURE COMPENSATED TO
FURNISHED WITH (1) 3/4" X 12' HOSE AND SHEREX CT-5000 NOZZLE, AND WITH (1) 1/2" X 12'
HOSE AND NGV-1 P36 NOZZLE. DISPENSER SHALL BE APPROVED AND PACKAGED BY THE
COMPRESSOR-SKID PACKAGER.
EMERGENCY SHUTDOWN BUTTON, WIRED NORMALLY CLOSED / FAIL OPEN W/ SERIAL 120V
CIRCUIT WIRED TO MASTER CONTROL PANEL/PLC. CLASS 1 DIVISION 2 RATED, MAINTAIN
OPEN ON ACTIVATION. INCLUDE CLEAR FLIP COVER. INCLUDE RELAY INTERFACE TO ESD
CIRCUIT FOR PETRO POWER-CONTROL PANEL 'PP1' FOR SIMULTANEOUS ESD ACTIVATION OF
PETROL SYSTEM.
POWER DISTRIBUTION TO ALL 3-PHASE AND 1-PHASE ELECTRICAL LOADS FOR COMPRESSOR
OPERATION INCLUDING 2 X 250HP COMPRESSOR MOTORS, 2 x 20 HP COOLER-FAN MOTORS,
AND 1-PHASE TRANSFORMER FOR 120V CONTROL LOADS. INCLUDES INTEGRATED PLC FOR
MONITORING AND CONTROL OF BOTH COMPRESSORS, IP COMMUNICATION CAPABILITY, AND
I/O CAPABILITY FOR COMMUNICATION VIA WEB-BASED INTERFACE FOR STATUS, FAULT
HISTORY AND PARAMETER MODIFICATIONS. ALL MOTORS ABOVE 10 HP SHALL HAVE
ELECTRONIC SOFT STARTERS. PANEL SHALL BE APPROVED AND PACKAGED BY THE
COMPRESSOR-SKID PACKAGER.
EQUIPPED WITH 1" X 5000 PSI ADJUSTABLE BACK-PRESSURE REGULATOR, AIR-ACTUATED
BALL VALVES AND CONTROLS TO DIRECT CNG FROM CNG SKIDS TO THE CNG DISPENSERS IN
CONNECTION WITH ONE-BANK BUFFER STORAGE ASSY, AND EMERGENCY SHUT DOWN
ISOLATION OF BUFFER STORAGE. FURNISH WITH 3/4" TUBING AND HOUSE IN A NEMA 1
ENCLOSURE AND LOCATE IN CNG BUILDING. PANEL SHALL BE APPROVED AND PACKAGED BY
THE COMPRESSOR-SKID PACKAGER.
L
CP INDUSTRIES, OR
FIBA
ANGI OR EQUAL
ATLAS COPCO/GF,
KRAUS GLOBAL OR
TULSA GAS TECH
K
ANGI OR EQUAL
ATLAS COPCO/GF,
KRAUS GLOBAL OR
TULSA GAS TECH
J
APPLETON OR EQUAL
I
SQUARE-D, ABB OR
EQUAL, AS
PACKAGED BY ANGI,
ATLAS COPCO, OR
IMW
H
ANGI OR EQUAL
ATLAS COPCO, IMW
OR TULSA GAS TECH
SCHEDULE NOTES
G
G
4
F
F
E
E
D
D
DESIGN DEVELOPMENT
3
THE LIST OF EQUIPMENT GIVEN HERE IS PARTIAL. CONTRACTOR SHALL FURNISH ALL EQUIPMENT. LABOR, CONDUIT, WIRE, PIPING, MATERIAL AND
TESTING SERVICES TO DELIVER A COMPLETE FUNCTIONAL CNG FUELING SYSTEM REQUIRED BY PLANS, DRAWINGS, AND SPECIFICATIONS, AND AS
APPROVED BY THE OWNER. REFER TO THE SPECIFICATION SECTION 430105 FOR ADDITIONAL REQUIREMENTS.
EQUIPMENT MANUFACTURERS AND MODELS LISTED ARE FOR THE PURPOSE OF ESTABLISHING THE BASIS OF DESIGN. ALTERNATE MANUFACTURERS
AND MODELS MAY BE ACCEPTED, IF THEY PROVIDE OR EQUAL FUNCTIONAL PERFORMANCE, IF THEY FIT THE AVAILABLE SPACE, AND IF THEY ARE
APPROVED BY THE OWNER.
JACKSON, WYOMING
2
SEE DRAWING FD-101 FOR LOCATION OF KEYED EQUIPMENT.
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
1
NOT FOR
CONSTRUCTION
C
C
B
B
1
DESIGN DEVELOPMENT
4/8/13
A
A
DRAWN BY:
CHECKED BY:
CNG Equipment
Schedule
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DG601
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
N
NOTES:
1.
ALL HIGH PRESSURE CNG PIPING AND
TUBING SHALL HAVE A MAWP OF 5000 PSIG
OR GREATER.
2.
PIPE CONTROL AIR TO GAS DRYER ONLY IF
DRYER REQUIRES PURGE AIR.
M
400 SCFM 4 STAGE COMPRESSOR
SKID W/ 250HP ELECTRIC MOTOR
L
3.
WIRE TO PHONE BOARD OR I.P. NETWORK.
4.
SOLENOID VALVES IN DISPENSERS SHALL
BE LOCATED DOWNSTREAM OF FILTERS.
5.
ESD VALVES SHALL ONLY OPEN ON FLOW
DEMAND.
6.
ALL GAS SHUTOFF VALVES SHALL HAVE A
SAFETY FACTOR OF 3X NORMAL WORKING
PRESSURE.
7.
ALL PRESSURE RELIEF VALVES, INCLUDING
THOSE CONTAINED IN PRE-PACKAGED
EQUIPMENT, SHALL BE RECERTIFIED EVERY
3 YEARS.
8.
WIRE AND INTERFACE ESD CIRCUIT TO
PETRO POWER PANEL PP1 FOR COMMON
ESD FUNCTION.
9.
COORDINATE WIRING OF CNG DISPENSERS
TO FM TERMINALS IN CONJUNCTION WITH
PETROL FUEL REQUIREMENTS. SEE PETROL
DRAWINGS AND SPECIFICATINS FOR FM
REQUIREMENTS.
SEE
NOTE #3
K
CONNECT TO AIR
COMPRESSOR AND DRYER
IN CNG-ELECTRICAL ROOM
PER Q-SERIES DRAWINGS
J
M
L
K
J
SYMBOLS AND LEGEND
I
I
400 SCFM 4 STAGE COMPRESSOR
SKID W/ 250HP ELECTRIC MOTOR
G
F
F
E
E
D
D
DESIGN DEVELOPMENT
G
JACKSON, WYOMING
H
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
H
SEE NOTE 2
NOT FOR
CONSTRUCTION
C
C
3
4"
FUTURE
CONNECTION
B
B
1
S.S.
4/8/13
CNG Piping Flow
Diagram
C.S.
A
A
DRAWN BY:
CHECKED BY:
DESIGN DEVELOPMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DG611
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
N
SCOPE OF WORK AND GENERAL NOTES FOR PETROLEUM FUELING FACILITY:
1) THE PETROLEUM FUELING AND UST SYSTEM WORK CONSISTS OF THE FOLLOWING SCOPE:
A) (1) 20,000-GAL. DIESEL-FUEL UST WITH DOUBLE-WALL (2) 2 HP SUBMERGED TURBINE PUMPS IN ONE
TANK, INCLUDING DOUBLE-WALL CONTAINMENT SUMPS AND APPURTENANCES. TANK AND SUMPS SHALL BE
HYDROSTATICALLY MONITORED.
B) (1) DOUBLE-WALL 12,000-GAL. GASOLINE-FUEL UST WITH (1) 1.5 HP SUBMERGED TURBINE PUMP,
INCLUDING DOUBLE-WALL CONTAINMENT SUMPS AND APPURTENANCES. TANK AND SUMPS SHALL BE
HYDROSTATICALLY MONITORED.
C) (2) TWO-HOSE TWO-PRODUCT FLEET-TYPE GASOLINE AND DIESEL DISPENSERS, INCLUDING (2)
DOUBLE-WALL DISPENSER SUMPS AND APPURTENANCES WITH HYDROSTATIC MONITORING.
D) (1) DOUBLE-WALL VENT-TRANSITION SUMP WITH HYDROSTATIC MONITORING.
E) ALL TANKS SHALL BE PIPED TO VENT-TRANSITION SUMP, WITH VENT RISERS.
F) ALL UNDERGROUND PRODUCT AND VENT PIPING SHALL BE DOUBLE WALLED RIGID FIBERGLASS
REINFORCED PLASTIC AND BE SLOPED TOWARD THE TANK END OF THEIR RESPECTIVE RUNS.
G) VEEDER ROOT LEAK-MONITORING CONSOLE TO SUPERVISE THE UNDERGROUND TANKS. CONSOLE
SHALL MONITOR TANK LEVELS, LEAK SENSORS IN ALL SUMPS AND INTERSTITIAL HYDROSTATIC-LIQUID
LEVELS IN ALL TANKS AND SUMPS.
H) FUEL-MANAGEMENT TERMINALS AND SYSTEM, INCLUDING CONNECTIONS TO THE GASOLINE- DIESEL
DISPENSERS AND CNG DISPENSERS.
I) PACKAGED ELECTRICAL POWER-DISTRIBUTION PANEL FOR POWERING ALL FUEL PUMPS AND
DISPENSERS, WITH HOOK-SWITCH ISOLATION, SWITCHED NEUTRAL AND UL LISTING.
M
L
M
L
2) THE FACILITY SHALL BE CONSTRUCTED AND TESTED IN CONFORMANCE WITH THE CURRENTLY ADOPTED
EDITION OF THE FOLLOWING CODES AND STANDARDS AS SUPPLEMENTED, AMENDED, OR MODIFIED BY
STATE OF WYOMING AND TOWN OF JACKSON:
A) STATE OF WYOMING ADMINISTRATIVE CODE, TITLE 45.
B) NFPA 30: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE.
C) NFPA 30A - CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES.
D) NFPA 52 - VEHICULAR GASEOUS FUEL SYSTEMS CODE.
E) NFPA 70 - INTERNATIONAL ELECTRICAL CODE (IEC).
F) INTERNATIONAL FIRE CODE (IFC).
K
K
3) EXCEPT AS NOTED HEREIN, THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT, AND PERFORM ALL
INSTALLATION, TESTING, AND STARTUP NEEDED TO PROVIDE A COMPLETE AND FUNCTIONAL GASOLINE
AND DIESEL FUELING FACILITY.
J
J
4) CONTRACTOR SHALL PROVIDE EQUIPMENT AS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
OTHER EQUAL PRODUCTS MAY BE SUBSTITUTED ONLY WITH THE OWNER'S PRIOR APPROVAL, IN WRITING.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES TO THE APPROVED CONSTRUCTION DRAWINGS
THAT RESULT FROM THE SUBSTITUTION OF EQUIPMENT SHOWN IN THE PLANS.
5) CONTRACTOR SHALL OBTAIN APPROVAL OF PRODUCT SUBMITTALS FOR MAJOR ITEMS OF EQUIPMENT,
BEFORE ORDERING EQUIPMENT. FURNISH DATA SHEETS AND SHOP DRAWINGS, AS NEEDED FOR A CLEAR
AND COMPLETE DESCRIPTION OF THE EQUIPMENT LISTED ON EQUIPMENT SCHEDULE SHEET.
6) CONTRACTOR SHALL OBTAIN ALL PERMITS NEEDED TO CONSTRUCT AND OPERATE THE PETROLEUM UST
SYSTEMS, AS REQUIRED BY TOWN OF JACKSON AND STATE OF WAYOMING.
I
7) THE FACILITY SHALL PASS THE FOLLOWING INSPECTIONS BY OWNER'S REPRESENTATIVE. CONTRACTOR
SHALL SCHEDULE EACH INSPECTION AT LEAST FIVE WORKING DAYS BEFORE THE INSPECTION DATE.
CONTRACTOR SHALL DOCUMENT TEST
A) FIRST INSPECTION - WITNESS HOLIDAY OR SOAP TEST OF TANK BEFORE SETTING TANK, AND TO VERIFY
THAT THE TANK EXCAVATION IS CLEAN AND HAS APPROPRIATE BACKFILL.
B) SECOND INSPECTION - WITNESS PRESSURE TESTING OF THE INSTALLED PRIMARY PRODUCT, VENT AND
VAPOR RECOVERY PIPING WHILE THE PIPING IS EXPOSED.
C) THIRD INSPECTION - WITNESS PRESSURE TESTING OF SECONDARY CONTAINMENT PIPING, AND
HYDROSTATIC (LAKE) TEST OF ALL TANK, TRANSITION, AND DISPENSER SUMPS.
D) FOURTH INSPECTION - FINAL CONSTRUCTION INSPECTION, PERFORMED AFTER THE COMPLETION OF
ALL WORK.
E) UPON APPROVAL OF THE AUTHORITIES HAVING JURISDICTION AS OBTAINED BY THE CONTRACTOR, THE
OWNER WILL ORDER AND ARRANGE FOR PRODUCT DELIVERIES.
H
8) WORKERS INSTALLING THE FOLLOWING EQUIPMENT SHALL BE TRAINED AND CERTIFIED BY THE
EQUIPMENT MANUFACTURER OR MANUFACTURER'S AUTHORIZED DISTRIBUTOR, BEFORE PERFORMING ANY
APPLICABLE WORK FOR THIS PROJECT. EVIDENCE OF VALID CERTIFICATION SHALL BE PROVIDED TO THE
OWNER, UPON REQUEST. WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE MANUFACTURER'S
WRITTEN INSTALLATION MANUAL(S):
A) UNDERGROUND STORAGE TANK AND TANK SUMPS
B) PIPING-TRANSITION AND DISPENSER CONTAINMENT SUMPS
C) PRODUCT AND VENT PIPING
D) PRODUCT PUMPS
E) DIESEL DISPENSERS
F) LEAK-MONITORING SYSTEM
G) FUEL MANAGEMENT SYSTEM
H) EQUIPMENT LONE VOLTAGE AND LOW VOLTAGE WIRING
F
G
F
9) UNDERGROUND FIBERGLASS STORAGE TANKS SHALL BE BEDDED ON A MINIMUM THICKNESS OF 12" OF
PEA GRAVEL CR #8 CRUSHED STONE FOR TANK BEDDING AND BACKFILL. ALL UNDERGROUND FIBERGLASS
THICKNESS OF 7" PEA GRAVEL PER MANUFACTURER INSTRUCTIONS UNDER BURRY DEPTH OF NOT LESS
CONFORM TO THE SPECIFICATIONS OF ASTM C-33, PARAGRAPH 9.1. SIZES 6. 67 OR 7. NO MORE THAN 5% (BY
WEIGHT) OF THE BACKFILL MAY PASS THROUGH A #8 SIEVE. PEA GRAVEL MATERIAL IS TO BE WASHED,
FREE-FLOWING, AND FREE OF ICE, SOIL AND DEBRIS. PEA GRAVEL SHALL ALSO COMPLY WITH THE
REQUIREMENTS OF THE TANK MANUFACTURER'S INSTALLATION MANUAL.
E
E
10) ALL BALL VALVES SHALL BE LISTED UNDER UL 842 (VALVES FOR FLAMMABLE FLUIDS) AS BEING SUITABLE
FOR FLAMMABLE LIQUID SHUT-OFF.
11) CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS RESPECTIVE
PUBLISHED INSTRUCTIONS FOR TANKS, SUMPS AND FUEL PIPING. GUIDANCE BY THE MANUFACTURER
SHALL PREVAIL IF CONFLICTS OCCUR WITH INSTRUCTIONS RELATED TO OTHER PRODUCTS OR MATERIAL.
CONTRACTOR SHALL ADHERE TO ALL COLD-WEATHER INSTALLATION INSTRUCTIONS AND LIMITATIONS AS
INDICATED IN THE RESPECTIVE INSTALLATION MANUALS, INCLUDING FOR ANY FIELD WORK INVOLVING
ADHESIVES OR BONDING MATERIALS.
D
D
12) CONTRACTOR SHALL FURNISH AND INSTALL ALL SAFETY SIGNAGE FOR PETROL FUELING EQUIPMENT AS
REQUIRED BY NFPA 30A AND LOCAL AND STATE FIRE CODES. SIGNAGE SHALL BE CONSTRUCTED OF
DURABLE NON-PLASTIC ALL-WEATHER MATERIAL, EVEN WHERE INSTALLED INDOORS, AND SHALL USE
WHITE LETTERING ON DARK BACKGROUNDS EXCEPT WHERE CODE SPECIFIES OTHERWISE.
NOT FOR
CONSTRUCTION
13) ACCESS TO ALL SUMPS WITH FLOORS LOWER THAN 48" BELOW FINISHED GRADE REQUIRE
CONFINED-SPACE ENTRY, AS DEFINED BY OSHA.
C
DESIGN DEVELOPMENT
G
JACKSON, WYOMING
H
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
I
C
14) PRIOR TO INTRODUCTION OF ANY PRODUCT TO ANY UST'S, OWNER SHALL COMPLETE ALL NOTICE AND
COMPLIANCE FORMS FOR STORAGE AND USE OF THE INDICATED HAZARDOUS AND INDUSTRIAL MATERIALS,
AND SUBMIT FORMS TO THE TOWN OF JACKSON FIRE DEPARTMENT.
15) OPENINGS FOR ALL MANWAYS AND ACCESS PORTS AT ALL TANK-TOP SLABS SHALL BE SLOPED UPWARD
1.0 INCH FROM SURROUNDING SLAB AND SHALL BF SLOPED AWAY FROM THE OPENINGS.
B
B
1
17) CONTRACTOR SHALL TRACK ANY CHANGES TO THE PLANS AND PREPARE FINAL AS-BUILT RECORD
DRAWINGS AND PROVIDE TO THE OWNER PRIOR TO PROJECT CLOSE OUT.
4/8/13
Petrol Fueling Notes
19) WARRANT THAT ALL EQUIPMENT, MATERIALS AND WORKMANSHIP ARE FREE OF DEFECTS FOR 12
MONTHS, FOLLOWING ACCEPTANCE OF THE WORK BY THE OWNER.
A
A
DRAWN BY:
CHECKED BY:
18) PROVIDE (3) COPIES OF A BOUND MAINTENANCE MANUAL FOR ALL EQUIPMENT INSTALLED UNDER THE
D-SERIES DRAWINGS.
DESIGN DEVELOPMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DL001
1
N
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
NOTE:
1.
SEE DWG DL601 FOR CNG HEX CALL-OUT
EQUIPMENT DESCRIPTIONS.
M
M
L
L
K
K
12
J
13
15
12
13
15
J
18
11
I
21
3
4
6
7
I
8
20
20
19
H
H
3
9
2
G
G
10
8
F
F
3
10
E
E
1
D
D
14
NOT FOR
CONSTRUCTION
17
C
C
B
B
1
0
2
4
8
DESIGN DEVELOPMENT
4/8/13
Petrol Fuel Equipment
Plan
16
A
A
NORTH
DRAWN BY:
CHECKED BY:
DESIGN DEVELOPMENT
3
6
JACKSON, WYOMING
5
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DL101
1
2
3
4
N
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
2'-8 1/2"
REF
HIGH HOSE MAST (TYP 2)
3
IN-LINE BREAK-AWAY
FITTING 'HUSKY'
MODEL 3360 (TYP 2)
3
4
'GOODYEAR VEYANCE'
FLEXSTEEL (TYP 2)
DIESEL /
GASOLINE
DUAL HOSE
DISPENSER
NOZZLE MODEL OPW 11B-0400 (TYP 2)
(BLACK SCRUFF GUARD FOR GASOLINE AND
GREEN SCRUFF GUARD FOR DIESEL
M
4"
3
M
DIESEL
DUAL HOSE
DISPENSER
4
'GOODYEAR VEYANCE' FLEXSTEEL
(TYP 2)
112" EMERGENCY SHUT-OFF
VALVE (OPW 1OP-0152)
112" EMERGENCY SHUT-OFF
VALVE (OPW 1OP-0152)
L
2"
2" FRP PIPE SLEEVE FOR LEAK
SENSOR MOUNTED TO SUMP
FRAME
2" FRP x 1 12" NPT FLEX-ING
FIRE FLEX CONNECTOR
3
5'-5"
REF
FOR DISPENSER
DETAIL REFER
TO DISPENSER
SUMP DETAILS
K
NON-DISCRIMINATING DISPENSER
SUMP SENSOR ('VEEDER-ROOT'
P/N 794380-351)
2" PRIMARY FRP PRODUCT PIPE
IN 3" CONTAINMENT PIPE
J
DIESEL D
ISPENSE
R
PRODUC
T LINE
SENSOR CABLE
RGS CONDUIT
TO MONITORING CONSOL
K
L
MINI HYDROSTATIC SUMP
SENSOR ('VEEDER ROOT'
P/N 794380-304)
SEAL-OFF
1
TANK VENT LINE
(TO TRANSITION SUMP)
DIESEL
DUAL HOSE
DISPENSER
GASOLINE / DIESEL DISPENSER
(TYP 6)
J
LKG NORTH
1'-71 2"
REF
12" MIN. PEA GRAVEL
I
5'-33 8" REF
I
6"
2" FRP X 1 12" NPT
'FLEX-ING' FIRE FLEX
CONNECTOR
18"x 8"x 18'
DEADMAN
(TYP 2)
H
2'-0"
H
2" FRP x EZ-FIT ADAPTER
FIBERGLASS DISPENSER SUMP
('S. BRAVO' B-9000)
G
2" PRIMARY FRP PIPE
IN 3" CONTAINMENT PIPE
(FROM DISPENSERS TO UST)
G
LKG WEST
F
F
E
E
D
D
DESIGN DEVELOPMENT
GASOLINE / DIESEL DISPENSER
JACKSON, WYOMING
4
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3" BONDED SINGLE WALL FRP
TESTABLE SUMP ENTRY FITTING
('SMITH FIBERCAST' P/N 012030-626-0)
NOT FOR
CONSTRUCTION
C
C
B
B
1
DESIGN DEVELOPMENT
4/8/13
A
A
DRAWN BY:
CHECKED BY:
Petrol Fuel Details 1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DL511
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
N
SCHEDULE OF EQUIPMENT FOR PETROLEUM FUELING FACILITY
1 each
M
L
K
3
UST Pump Sumps and Spill
Containment Sumps
5 each
4
Spill Containment Manhole for
Gasoline
1 assy
2-port 42" dia. H-20 manhole cover with roto-lock fasteners, 16" riser spacing, 5-gal spill containers with
HDPE bellows and composite base, Phase 1 EVR approved. Furnish with 2-port manhole water shroud.
OPW 6521EVR B-164042
5
Spill Containment Manhole for
Diesel
1 assy
1-port 42" dia. H-20 manhole cover with roto-lock fasteners, 16" riser spacing, 5-gal spill containers with
HDPE bellows and composite base. Furnish with 2-port manhole water shroud.
OPW 6521EVR A-164042
6
Gasoline and Diesel Tight Fill
Adapter
2 each
4" Tight-Fill Swivel Adapter, bronze, CARB-approved for Phase 1 EVR.
OPW 61SALP-1020-EVR
7
Gasoline Vapor Adapter
1 each
4" Poppetted Swivel Vapor Adapter, CARB-approved for Phase 1 EVR.
OPW 61VSA-1020-EVR
8
ULR and Diesel Overfill
Prevention Valve and Drop
Tube
2 assy
4" DIA, suitable for tank diameters up to 10', CARB-Approved for Phase 1 EVR.
OPW 61SO-410C-EVR
1 assy
1.5-HP, 208V, 1-phase line-frequency motor, 2" discharge line, 4" packer manifold with pump inlet screen,
and integral check valve suitable for Veeder Root Pressurized Line Leak Detector. Suitable for blends of
up to 100% ethanol or 20% TAME in gasoline.
FE Petro STP-AGKRV-150-A
or Red Jacket P150U1
2 assy
2-HP, 208V, 1-phase line-frequency motor, 2" discharge line, 4" packer manifold with pump inlet screen,
and integral check valve suitable for Veeder Root Pressurized Line Leak Detector. Suitable for blends of
up to 100% ethanol or 20% TAME in gasoline.
FE Petro STP-AGKRV-200-A
or Red Jacket P200U1
3 each
Shall be a standard product of the product pump manufacturer, and protect the pump against overcurrent,
excessive run time, and run-dry.
FE Petro STP SCI or Red
Jacket IQ Controller
Dresser-Wayne Select
3/G7203D/28GJ/J
ULR Gasoline Product Pump
Diesel Product Pump
Submerged-Turbine Pump
Controller
Containment Solutions
10-12DWHG
Containment Solutions
Hydroguard
12
2-Hose 2-Product Gasoline and
Diesel Dispenser
2 each
Remote 2-hose 2-product enhanced capacity dispenser, high-hose mast, electronic registers, illuminated
display, fuel management system interface card, galvanized steel frame, island oriented, explosion-proof
junction box, and white powder coat panels. Provide 1.5" inlet, 20 GPM per diesel nozzle, 10 GPM per
gasoline nozzle. Controls shall be configured per ADA requirements, with all user-interface elements a
maximum of 54" above the driveway surface.
13
Dispenser Sump
2 each
FRP double-wall dispenser sump with hydrostatic monitoring, offset frame for electrical conduit risers,
UL-listed emergency valve frame, and epoxy-coated steel mid-frame.
S. Bravo Systems B9000 B-EO
S. BRAVO B-600 with RS500
Vent Rack
14
Transition Sump
1 each
Double wall FRP transition sump with two 2" pipe riser vent, containment sump for piping
transition from underground plastic pipe 2" in 3" secondary containment. AB 2481 compliant
hydrostatically monitored, with watertight cover and integral galvanized steel walkover
manhole cover. Furnish with transition fittings.
15
Emergency Shut-Off Valve
(product line shear valve)
4 each
Equip with 1.5" NPT connections, female top connection, double poppet and boss-mount.
OPW 10 PLUS 10P-152
16
Underground Product and Vent
2" Primary in 3" Secondary
Pipe
Coaxial double-wall filament-wound fiberglass-reinforced plastic (FRP) with 2" primary pipe, per the
Drawings. Pipe shall be listed under UL 971 (July 2005). Primary pipe fittings shall be filament-wound
FRP. Containment shall be continuously vacuum monitored.
Smith Fibercast Red Thread
IIA or Ameron 3000/L
17
Pressure/Vacuum vent valve
Valve shall remain closed at tank pressures between 3" WC and -8" WC.
Husky 5885
I
18
Leak Monitoring System
19
Overfill Alarm
20
F
M
1 each
11
G
Containment Solutions
10-20DWHG
12,000 gal. UST for ULR
Gasoline
10
H
FRP, 10' Dia., double-wall, UL 1316, with hydrostatic monitoring, brine-filled interstice & monitoring well.
Furnish tank with two 48" attached hydrostatic collars at the manway for two pumps, aluminum ladder, 42"
attached hydrostatic collar around the 4" tank wall service fittings, and FRP anchor straps & deadmen by
the tank manufacturer.
FRP, 10' Dia., double-wall, UL 1316, with hydrostatic monitoring, brine-filled interstice & monitoring well.
Furnish tank with two 48" attached hydrostatic collars at the manway for two pumps, aluminum ladder, 42"
attached hydrostatic collar around the 4" tank wall service fittings, and FRP anchor straps & deadmen by
the tank manufacturer.
AB 2481-compliant, double-wall, liquid-monitored fiberglass sump, straight-sided, 48" dia. (3 pump sumps)
and 42" dia. (2 fill sumps). Provide with sealed FRP cover for manway sump. To be warranted and
certified to be used for E85 and B20 as well as gasoline and diesel.
2
9
J
MFR & MODEL
SPECIFICATION
21
Fuel-Management Terminal
Petroleum Power-Distribution
and Control Panel
? ft.
2 each
Piping, UST, and sump monitoring system using pressurized line leak detectors, non-discriminating tank
sump sensors, dispenser sump sensors, and supervision of monitoring fluid levels, and tank level probes.
Monitoring panel shall perform 0.05 gal/h precision line leak test on product pipe. System shall
1
system automatically reconcile tank level versus volume dispensed, and generate reconciliation reports monthly.
System shall immediately page the responsible technician by telephone upon detection of overfill, leak, or
loss of containment. Include modules for PLLD leak detection, and communication via POTS and IP
connections.
Provides audible and visible alarms when tank level exceeds 90%. Furnish with Acknowledgement Switch.
1 assy
Alarm shall be controlled by a relay contact in the Monitoring Console.
L
K
J
I
H
Veeder Root TLS-350R
Veeder Root Overfill Alarm
2 each
Fuel island terminal (FIT) on each island shall authorize and record fueling transactions for all connected
CNG and petrol dispensers, via key pad and mag-card entry, including fleet-fuel cards. Wire master FIT to
local IP switch and telephone board for IP and POTS connections. Controls shall be installed per ADA
requirements and shall be a maximum of 54" above the driveway surface. Provide local receipt printer with
terminal located on island with CNG dispenser. Provide PC-based remote-host software for tracking &
managing transactions, including installation, training and 12-month phone-based technical support.
Gasboy Islander Plus
1 each
UL-listed assembly equipped with 70A main circuit breaker and branch circuit breakers; pump motor
starters, contactors for pump and dispenser power circuits to automatically disconnect power emergency
shutdown; includes switched neutral and 100kA/phase TVSS protecting all power feeder circuits.
Designate as panel 'PP1'. Include ESD contactor for relay interface with 120V CNG ESD system so that
any ESD opens and activates ESD function on petrol and CNG systems.
Carolina Products Petro Power
Panel I
G
F
Schedule Notes:
E
1
See drawing DL101 for plan location of keyed equipment.
2
The list of equipment given here is partial. Contractor shall furnish all equipment, Labor, conduit, wire, piping, material and testing services to deliver a complete functional petroleum
fueling system required by plans, drawings, and specifications, and as approved by the owner. Refer to the specification sections 28 34 01, 23 13 23, and 23 12 18 for additional
requirements.
E
D
D
DESIGN DEVELOPMENT
20,000 gal. UST for Diesel
QTY.
REQ'D
JACKSON, WYOMING
1
ITEM
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
KEY
NO.
NOT FOR
CONSTRUCTION
C
C
B
B
1
DESIGN DEVELOPMENT
4/8/13
A
A
DRAWN BY:
CHECKED BY:
Petrol Equipment
Schedule
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DL601
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
N
DUAL HOSE
GASOLINE / DIESEL
DISPENSER D-1
10 GPM / 20 GPM
DUAL HOSE
GASOLINE / DIESEL
DISPENSER D-1
10 GPM / 20 GPM
M
M
2" PRESSURE
VACUUM CAP
L
L
1
2" EMERGENCY
SHUT-OFF VALVE
2" EMERGENCY
SHUT-OFF VALVE
2" EMERGENCY
SHUT-OFF VALVE
2" GALVINIZED
SCH 40 CS PIPE
(ABOVE GROUND)
2" FLEX CONNECTOR
(FLEX-ING FIRE FLEX - FRP)
L
TO MONITOR
PANEL
J
WATER TIGHT
CONTAINMENT SUMP
ON ATTACHED COLLAR
(TYP 3)
SLOPE
1/8" PER FT.
TO MONITOR
PANEL
GASOLINE PIPE
FOR CONT. SEE
FD6.20
K
TO MONITOR
PANEL
L
TO MONITOR
PANEL
2" FLEX CONNECTOR
(FLEX-ING FIRE FLEX - FRP)
J
SLOPE - 1/8" PER FT.
SLOPE - 1/8" PER FT.
L
2" EMERGENCY
SHUT-OFF VALVE
2" FLEX CONNECTOR
(FLEX-ING FIRE FLEX - FRP)
2" FLEX CONNECTOR
(FLEX-ING FIRE FLEX - FRP)
SLOPE - 1/8" PER FT.
L
4" NPS PLUG
(TEST PORT)
K
SLOPE - 1/8" PER FT.
TO MONITOR
PANEL
L
TO MONITOR
PANEL
GASOLINE PIPE
FOR CONT. SEE
FD6.20
L
DISPENSER SUMP
DISPENSER SUMP
STAGE 1 EVR
4" SWIVEL FILL ADAPTER
PIPE TRANSITION
SUMP
I
FLEX-ING FIBER-FLEX
BONDED FRP ADAPTER
FLEX-ING FIBER-FLEX
BONDED FRP ADAPTER
I
TO
MONITOR
PANEL
2" FRP VENT LINE IN
3" FRP CONTAINMENT PIPE
L
L
TO MONITOR
PANEL
L
3" FRP PRODUCT PIPE
IN 4" FRP CONTAINMENT PIPE
SLOPE - 1/8" PER FT.
H
H
L
TO MON.
PANEL
L
MONITORING
FLUID RESERVOIR
4" x 3" EXTRACTOR TEE
20,000 GALLON UST DIESEL GASOLINE
G
G
F
PRESSURIZED LINE
LEAK DETECTOR
(TO MONITOR PANEL)
2 HP SUBMERSIBLE
TURBINE PUMP
PRESSURIZED LINE
LEAK DETECTOR
(TO MONITOR PANEL)
TO
MONITOR
PANEL
MAGNETOSTRICTIVE
TANK LEVEL PROBE
TO
MONITOR
PANEL
F
2" SWING CHECK VALVE
W/ 50 PSI RELIEF "MORRISON
BROTHERS" (TYP 2 PLCS)
L
L
WATER TIGHT
CONTAINMENT SUMP
2" PUMP DISCHARGE
2 HP
SUBMERGED
PUMP
E
2" BALL VALVE
(TYP 2 PLCS)
2 HP
SUBMERGED
PUMP
2" PUMP DISCHARGE
PRIMARY PIPE
SYMBOLS AND LEGEND
MANUAL BALL VALVE
D
L
SOLID STATE LEAK SENSOR
(TYP AT EACH COLLAR)
L
AUTOMATIC
TANK GAUGE
LEAK OR LEVEL SENSOR
L
E
SECONDARY
CONTAINMENT PIPE
SECONDARY
CONTAINMENT PIPE
D
INNER
TANK WALL
3-WAY VALVE
CHECK VALVE
FLEX-ING FIBER FLEX
FRP ADAPTER
FLEX-ING FIBER FLEX
FRP ADAPTER
FLEX CONNECTOR
(FLEX-ING FIRE FLEX FRP)
FLEX CONNECTOR
(FLEX-ING FIRE FLEX FRP)
NOT FOR
CONSTRUCTION
INSTR. SIGNAL
C
DESIGN DEVELOPMENT
2 HP SUBMERSIBLE
TURBINE PUMP
JACKSON, WYOMING
4" STAGE 1 EVR
OVERFILL PREVENTION
VALVE AND DROP TUBE
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
3" BALL FLOAT VALVE
C
BALL FLOAT VALVE
DIESEL PUMP SUMP DETAIL
NOTE:
1.
EQUIPMENT SHOWN ON THIS DRAWING MAY HAVE A
DIFFERENT APPEARANCE AND CONFIGURATION
THAN THE ACTUAL EQUIPMENT SPECIFIED.
B
B
1
DESIGN DEVELOPMENT
4/8/13
A
A
DRAWN BY:
CHECKED BY:
Diesel Flow Diagram
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DL611
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
N
DUAL HOSE
GASOLINE / DIESEL
DISPENSER D-1
10 GPM / 20 GPM
M
M
2" PRESSURE
VACUUM CAP
L
L
1
4" NPS PLUG
(TEST PORT)
K
2" EMERGENCY
SHUT-OFF VALVE
2" GALVINIZED
SCH 40 CS PIPE
(ABOVE GROUND)
TO
MONITOR
PANEL
I
2" FRP VENT LINE IN
3" FRP CONTAINMENT PIPE
W/ VACUUM MONITORING
L
TO MONITOR
PANEL
I
2" FRP PRODUCT PIPE
IN 3" FRP CONTAINMENT PIPE
W/ VACUUM MONITORING
TO
MONITOR
PANEL
SLOPE - 1/4" PER FT.
TO MON.
PANEL
4" x 3" EXTRACTOR TEE
H
PRESSURIZED LINE
LEAK DETECTOR
PUMP SYPHON
(VACUUM SOURCE)
TO MONITOR
PANEL
12,000 GALLON UST
GASOLINE
G
TO
MONITOR
PANEL
TO
MONITOR
PANEL
TO MONITOR
PANEL
L
L
L
DIESEL PIPE
FOR CONT. SEE
FD6.10
FLEX-ING FIBER-FLEX
BONDED FRP ADAPTER
H
G
L
3" BALL FLOAT VALVE
4" STAGE 1 EVR
OVERFILL PREVENTION
VALVE AND DROP TUBE
WATER TIGHT
CONTAINMENT SUMP
1.5 HP SUBMERSIBLE
TURBINE PUMP
F
1.5 HP
SUBMERGED
PUMP
F
MAGNETOSTRICTIVE
TANK LEVEL PROBE
2"
SECONDARY
CONTAINMENT PIPE
2" PUMP DISCHARGE
PRIMARY PIPE
E
E
AUTOMATIC
TANK GAUGE
FLEX-ING FIBER FLEX
FRP ADAPTER
FLEX CONNECTOR
(FLEX-ING FIRE FLEX FRP)
L
L
SOLID STATE LEAK SENSOR
(TYP AT EACH COLLAR)
D
D
DESIGN DEVELOPMENT
MONITORING
FLUID RESERVOIR
J
DISPENSER SUMP
WATER TIGHT
CONTAINMENT SUMP
ON ATTACHED COLLAR
(TYP 2)
TO
MONITOR
PANEL
TO MONITOR
PANEL
L
PRESSURIZED LINE
LEAK DETECTOR
(TO MONITOR PANEL)
L
PIPE TRANSITION
SUMP
2" FLEX CONNECTOR
(FLEX-ING FIRE FLEX - FRP)
TO DUAL HOSE
GASOLINE / DIESEL
DISPENSER D-2 (TYP)
L
TO MONITOR
PANEL
2" FLEX CONNECTOR
(FLEX-ING FIRE FLEX - FRP)
PHASE 1 EVR
4" SWIVEL FILL ADAPTER
SLOPE - 1/4" PER FT.
2" EMERGENCY
SHUT-OFF VALVE
JACKSON, WYOMING
TO MONITOR
PANEL
PHASE 1 EVR
4" POPPETED VAPOR ADAPTER
L
J
L
TO MONITOR
PANEL
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
K
INNER TANK WALL
VT
NOT FOR
CONSTRUCTION
PUMP SUMP DETAIL
C
1.
C
EQUIPMENT SHOWN ON THIS DRAWING MAY HAVE A
DIFFERENT APPEARANCE AND CONFIGURATION THAN
THE ACTUAL EQUIPMENT SPECIFIED.
B
B
1
DESIGN DEVELOPMENT
4/8/13
A
A
DRAWN BY:
CHECKED BY:
Gasoline Flow Diagram
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DL612
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
N
N
NOTES:
1. ALL CONTROL AND FEEDER CIRCUITS ARE 120V,
UNLESS NOTED OTHERWISE.
2. ALL LINE VOLTAGE CONDUCTORS AND GROUND
WIRES SHALL BE 12 AWG COPPER W/ THNN
INSULATION, UNLESS NOTED OTHERWISE.
M
M
3. ACTUATING ANY EMERGENCY STOP BUTTON
SHALL DISCONNECT ALL FEEDERS CONTROLLED
BY THE RELAY PANEL. EACH FEEDER
CONTROLLED BY THE RELAY PANEL SHALL HAVE
A DISCONNECTING LOCK, CONTROLLED BY A KEY.
4. ESD ACTIVATION SHALL NOT DE-ENERGIZE
MONITORING CONSOLE OR OVERFILL ALARM.
L
E-STOP
BUTTON
5. RUN TWO DIESEL PUMPS IN ALTERNATING
CONFIGURATION. IN CASE ONE PUMP IS NOT
RESPONDING, RUN THE OTHER PUMP.
E-STOP
BUTTON
6. SEE DWG. DL-601 FOR LISTING OF HEX-KEYED
EQUIPMENT. SEE DRAWING DL-101 FOR PLAN
LOCATION OF HEX-KEYED EQUIPMENT.
FUEL
MGMT
TERMINAL
1
TO CNG SKID CONTROL
CNG POWER FEEDER
DISPENSER
J-BOX
TO CNG POWER PANEL
VALVE CONTROL 1
CNG AUTHORIZATION
DISPENSER 1
AUTHORIZATION
VALVE CONTROL 2
IN USE SIGNAL 2
DISPENSER 1
DSL
CNG
DISPENSER 3
J
120V DISPENSER 1
POWER FEEDER
DISPENSER
J-BOX
IN USE SIGNAL 1
20
EMERGENCY STOP
POWER CONTACTOR
120V FUEL MANAGEMENT TERMINAL POWER FEEDER
K
12
7. PROVIDE GROUND WIRING FOR EACH NOZZLE.
GROUND WIRES CONDUITS SHALL BE SEPARATE
FROM POWER LINE CONDUITS.
J
DISPENSER
SUMP
SYMBOL:
CONDUIT SEAL
CNG POWER FEEDER
DISPENSER
J-BOX
TO CNG POWER PANEL
IN USE SIGNAL 3
CNG AUTHORIZATION
120V DISPENSER 2
POWER FEEDER
DISPENSER
J-BOX
DISPENSER 2
AUTHORIZATION
VALVE CONTROL 4
IN USE SIGNAL 4
DISPENSER 2
DSL
H
CNG
DISPENSER 4
20
12
H
DISPENSER
HOOK
ISOLATION
TO CNG SKID CONTROL
VALVE CONTROL 3
I
TVSS
120V FUEL MANAGEMENT TERMINAL POWER FEEDER
FUEL
MGMT
TERMINAL
2
K
8. SEE SEPARATE LOW VOLTAGE BLOCK WIRING
DIAGRAM DWG# DL-702.
DISPENSER ISLAND #1
I
L
DISPENSER
SUMP
DISPENSER ISLAND #2
OVER-FILL
ALARM
G
G
120V POWER FEEDER (SEE NOTE 4)
ULR AUTHORIZATION
VEEDER ROOT TLS-350-R MONITORING CONSOLE
D1 DIESEL AUTHORIZATION
COMMUNICATION
(LAN & PHONE BOARD)
INTRINSICALLY SAFE
120 V
D2 DIESEL AUTHORIZATION
E
ULR PUMP RUN
F
E
POWER FEEDER
PHONE BOARD
POTS
208V DISTRIBUTION PANEL
LAN I/P
ETHERNET
D1 DIESEL PUMP RUN
D2 DIESEL PUMP RUN
GASOLINE PUMP 1
CONTROLLER
10 AWG THHN IN CONDUIT
D
DSL PUMP 1
CONTROLLER
10 AWG THHN IN CONDUIT
DSL PUMP 2
CONTROLLER
10 AWG THHN IN CONDUIT
C
12,000 GAL UST
GASOLINE
2
20,000 GAL UST
DIESEL
D
DESIGN DEVELOPMENT
POWER FEEDER
POWER, CONTROL
& ESD PANEL
"PP1"
120V OVERFILL ALARM
18
F
21
JACKSON, WYOMING
OVERFILL ALARM RELAY SIGNAL
SEE NOTE 4
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
ACKNOWLEDGE
RESET
19
NOT FOR
CONSTRUCTION
C
1
B
B
1
DESIGN DEVELOPMENT
4/8/13
A
A
DRAWN BY:
CHECKED BY:
Line Voltage Diagram
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
DL711
ST
OST
SAN
NOTE: ALL DUCT DIMENSIONS SHOWN
ON DRAWINGS ARE INSIDE
DIMENSIONS.
DOMESTIC COLD WATER PIPING
DIRECTION OF FLOW IN PIPING
DOMESTIC HOT WATER PIPING
CONTROL VALVE
DOMESTIC HOT WATER RECIRC. PIPING
THREE WAY CONTROL VALVE
INSULATED FLEXIBLE DUCT (MAXIMUM 4'-0" LONG)
180°F DOMESTIC HOT WATER PIPING
GATE (SHUT OFF) VALVE
BRANCH DUCT WITH 45° TAP AND MANUAL VCD
180°F DOMESTIC HOT WATER RECIRC. PIPING
GLOBE VALVE
STORM DRAIN PIPING
OVERFLOW STORM DRAIN PIPING
LINEAR SLOT DIFFUSER
BRANCH DUCT WITH CONICAL FITTING AND MANUAL
VCD
BALANCING VALVE
S
SOLENOID VALVE
BRANCH DUCT WITH 45° TAP AND MANUAL VOLUME
CONTROL DAMPER
SANITARY PIPING
THERMOSTATIC MIXING VALVE
SS
SUB-SOIL DRAIN PIPING
BALANCING VALVE WITH PRESSURE PORTS
V
ELBOW WITH TURNING VANES
VENT PIPING
TRIPLE DUTY VALVE WITH PRESSURE PORTS
AW
ACID WASTE PIPING BELOW FLOOR
BRANCH DUCT WITH BELL MOUTH FITTING AND MANUAL
VOLUME CONTROL DAMPER
STRAINER
AV
ACID VENT PIPING
STRAINER WITH BLOWOFF
G
CA
GO
NATURAL GAS PIPING
s
COMPRESSED AIR PIPING
RELIEF/SAFETY VALVE
RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN
PRESSURE REDUCING VALVE
GAS OIL WASTE PIPING BELOW FLOOR
HYDRONIC PIPING
RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP
V
SUPPLY AIR DUCT UP
VACUUM BREAKER
SUPPLY AIR DUCT DOWN
GAS COCK
HWS
EQUIPMENT WITH FLEXIBLE DUCT CONNECTION
HEATING HOT WATER SUPPLY PIPING
SIGHT GLASS
HWR
D-1
10x10
250
HEATING HOT WATER RETURN PIPING
BALL VALVE
CD
CONDENSATE DRAIN PIPING
TYPE, NECK SIZE, CFM AT SUPPLY DIFFUSER OR REGISTER
HOSE GATE VALVE
RG-1
10x10
250
RUNNING TRAP
TYPE, THROAT SIZE, CFM AT RETURN GRILLE OR REGISTER
THERMOSTATIC TRAP
ER-1
10x10
250
F&T TRAP
TYPE, SIZE AT EXHAUST GRILLE OR REGISTER, CFM AT
EXHAUST GRILLE OR REGISTER
PRESSURE GAUGE
MANUAL VOLUME CONTROL DAMPER
THERMOMETER
UNION
SQUARE TO ROUND TRANSITION
FLANGE CONNECTION
T
THERMOSTAT
PIPING ELBOW UP
CO
CARBON MONOXIDE DETECTOR
PIPING ELBOW DOWN
DDC
DN
DX
DIRECT DIGITAL CONTROL
DOWN
DIRECT EXPANSION
EAT
EC
EDB
EF
EPO
ETR
EWB
EWC
ENTERING AIR TEMPERATURE
ELECTRICAL CONTRACTOR
ENTERING DRY BULB
EXHAUST FAN
EMERGENCY POWER OFF
EXISTING TO REMAIN
ENTERING WET BULB
ELECTRIC WATER COOLER
FACP
FBO
FC
FCU
FCO
FD
FF
FHC
FL
FLR
FPC
FSD
FIRE ALARM CONTROL PANEL
FURNISHED BY OTHERS
FLOOR CLEANOUT
FAN COIL UNIT
FLOOR CLEANOUT
FIRE DAMPER, FLOOR DRAIN
FINISHED FLOOR
FIRE HOSE CABINET
FLOW LINE
FLOOR
FIRE PROTECTION CONTRACTOR
FIRE/SMOKE DAMPER
GC
GCO
GND
GPM
GENERAL CONTRACTOR
GRADE CLEANOUT
GROUND
GALLONS PER MINUTE
HOSE BIBB
HEAD, HUB DRAIN
HAND OFF AUTOMATIC
HORSEPOWER, HEAT PUMP
HUMIDISTAT
HORIZONTAL SINGLE ZONE BLOW THROUGH
HORIZONTAL SINGLE ZONE DRAW THROUGH
HEATING
HEATER
HEATING AND VENTILATING UNIT
HEATING WATER RETURN
HEATING WATER SUPPLY
PIPING TEE DOWN WITH SHUT OFF VALVE
BD
BACKDRAFT DAMPER DESIGNATION
IE
IN.WC
INVERT ELEVATION
INCHES OF WATER COLUMN
LAT
LDB
LF
LP
LRA
LWB
LWT
LEAVING AIR TEMPERATURE
LEAVING DRY BULB
LINEAR FEET
LOW PRESSURE
LOCKED ROTOR AMPS
LEAVING WET BULB
LEAVING WATER TEMPERATURE
MBH
MC
MCA
MCC
MD
MDP
MFR
MG
MH
MTD
MU
MUAF
1000 BTU PER HOUR
MECHANICAL CONTRACTOR
MINIMUM CIRCUIT AMPACITY
MOTOR CONTROL CENTER
MOTORIZED DAMPER
MAIN DISTRIBUTION PANEL
MANUFACTURER
MOTOR GENERATOR
MANHOLE
MOUNTED
MAKE UP
MAKE UP AIR FAN
N/A
NC
NIC
NO
NOT APPLICABLE
NOISE CRITERIA, NORMALLY CLOSED
NOT IN CONTRACT
NORMALLY OPEN
OA
OC
OUTSIDE AIR
ON CENTERPROOF
PIPING ELBOW DOWN WITH SHUT OFF VALVE
FSD
COMBINATION FIRE/SMOKE DAMPER DESIGNATION
SD
SMOKE DAMPER DESIGNATION
PIPING TEE
12/6
RECTANGULAR DUCT (1ST FIG. SIDE SHOWN)
90° ELBOW
12"
ROUND DUCT (1ST FIG. = DIAMETER)
PIPING CAP
TRANSITION IN DUCT SIZE
VAV-1
300
GAUGE COCK
VARIABLE AIR VOLUME BOX - TYPE, CFM
WATER HAMMER ARRESTOR
PIPING REDUCER
PIPING INCREASER
PRESSURE REGULATING VALVE
FLEXIBLE CONNECTOR
VENT THRU ROOF
3"FS-1
FLOOR SINK, SIZE AND TYPE
3"FD-1
FLOOR DRAIN, SIZE AND TYPE
SHOWER DRAIN, SIZE AND TYPE
ROOF DRAIN, SIZE AND TYPE
HOSE BIBB / WALL HYDRANT
MANUAL AIR VENT
CO
WCO
COMPRESSED AIR
COOLING TOWER
CONDENSATE DRAIN (COLD)
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
CUBIC FEET PER MINUTE
CLEANOUT
CONDENSATE RETURN
COMPUTER ROOM AIR CONDITIONING UNIT
COMPUTER ROOM CONDENSING UNIT
CONDENSING UNIT
COLD WATER
CHILLED WATER RETURN
CHILLED WATER SUPPLY
MOTORIZED DAMPER DESIGNATION
FIRE DAMPER DESIGNATION
PIPING ELBOW UP WITH SHUT OFF VALVE
HB
WH
CA
CT
CD
CDR
CDS
CFM
CO
CR
CRAC
CRCU
CU
CW
CWR
CWS
M
FD
PIPING TEE DOWN
3"RD-1
BACKDRAFT DAMPER, BLOWDOWN
BELOW FINISHED FLOOR
BOTTOM OF DUCT
BOTTOM OF PIPE
BOTTOM OF STRUCTURE
BRITISH THERMAL UNIT
PIPING TEE UP WITH SHUT OFF VALVE
GAS DETECTOR
PIPING TEE UP
3"SHD-1
BD
BFF
BOD
BOP
BOS
BTU
HB
HD
HOA
HP
HSTAT
HSZBT
HSZDT
HTG
HTR
HVU
HWR
HWS
G
VTR
AIR CONDITIONING
AIR COOLED CHILLER
AIR COOLED CONDENSING UNIT
ABOVE FINISHED CEILING
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
FLOOR CLEANOUT
GCO
GRADE CLEANOUT
PIPE ANCHOR / ROOF PIPING SUPPORT
EXPANSION JOINT
PIPE GUIDE
PRIMARY CHILLED WATER RETURN
PRIMARY CHILLED WATER SUPPLY
PUMPED CONDENSATE RETURN
PHASE
PRIMARY HEATING WATER RETURN
PRIMARY HEATING WATER SUPPLY
POST INDICATOR VALVE
PRESSURE REDUCING VALVE
1.
REFER TO PLANS FOR ADDITIONAL NOTES.
2.
THE PLANS ARE, TO A GREAT EXTENT, DIAGRAMMATIC IN NATURE. DRAWING
SCALES SHOULD BE VERIFIED FROM DIMENSIONS ON ARCH. PLANS. THE
INFORMATION PRESENTED IS AS EXACT AS COULD BE SECURED. THE
CONTRACTOR SHALL OBTAIN EXACT LOCATION, MEASUREMENTS LEVELS,
ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT THE WORK TO THE
ACTUAL CONDITIONS AT THE PROJECT SITE.
QTY
QUANTITY
3.
RA
RCP
RD
REV
RH
RHG
RL
RLA
RPM
RS
RTU
RETURN AIR
REINFORCED CONCRETE PIPE
ROOF DRAIN
REVISION
RELATIVE HUMIDITY
REFRIGERANT HOT GAS
REFRIGERANT LIQUID
RUNNING LOAD AMPS
REVOLUTIONS PER MINUTE
REFRIGERANT SUCTION
ROOF TOP UNIT
CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUBMITTING A BID TO
COVER THE CONDITIONS AT THE SITE INFORMING THEMSELVES OF ALL
DETAILS.
SA
SCHR
SCHS
SD
SF
SHWR
SHWS
SOV
SP
SS
ST
STC
STM
SUPPLY AIR
SECONDARY CHILLED WATER RETURN
SECONDARY CHILLED WATER SUPPLY
SMOKE DETECTOR
SQUARE FEET
SECONDARY HEATING WATER RETURN
SECONDARY HEATING WATER SUPPLY
SHUT-OFF VALVE
STATIC PRESSURE
STAINLESS STEEL, SANITARY SEWER
SOUND TRAP, STEAM TRAP, STORM LINE
SOUND TRANSMISSION CLASS STEAM
TA
TDH
TSTAT
TWU
TRANSFER AIR
TOTAL DYNAMIC HEAD
THERMOSTAT
THROUGH WALL AIR CONDITIONING UNIT
U/F
U/G
UH
U/S
UL
UNO
UPS
UNDERFLOOR
UNDERGROUND
UNIT HEATER
UNDERSLAB
UNDERWRITERS LABORATORIES, INC.
UNLESS NOTED OTHERWISE
UNINTERRUPTIBLE POWER SUPPLY
VAC
VAV
VCP
VD
VSZBT
VSZDT
VTR
VACUUM
VARIABLE AIR VOLUME
VITRIFIED CLAY PIPE
VOLUME DAMPER
VERTICAL SINGLE ZONE BLOW THROUGH
VERTICAL SINGLE ZONE DRAW THROUGH
VENT THROUGH ROOF
4.
5.
6.
WITH
WITHOUT
WET BULB
WALL CLEANOUT
WATER COLUMN
WATER GAGE
WATER PRESSURE DROP
WEATHERPROOF
WATERTIGHT, WEIGHT
XFMR
XP
TRANSFORMER
EXPLOSION PROOF
THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL
ENGINEERING REQUIREMENTS, THE OWNER'S DESIGN CRITERIA, UTILITY
COMPANY REQUIREMENTS, APPLICABLE INDUSTRY STANDARDS OF GOOD
PRACTICE AND SAFETY AND THE MANUFACTURER'S STRICTEST
RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND
INSTALLATION.
MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED
INDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED BY
ARCHITECT/ENGINEER. SUBSTITUTIONS MAY BE MADE TO THOSE SPECIFIED
IF DEEMED EQUIVALENT BY THE ARCHITECT/ENGINEER DURING SUBMITTAL
REVIEW.
MISCELLANEOUS
1
M1
SECTION CUT, UPPER NUMBER INDICATED DRAWING
NUMBER LOWER NUMBER INDICATES SHEET NUMBER
1
M1
DETAIL REFERENCE:
UPPER NUMBER INDICATES DETAIL NUMBER
LOWER NUMBER INDICATES SHEET NUMBER
1
NOTE REFERENCE SYMBOL
28.
PROVIDE ALL 90 DEGREE SQUARE ELBOWS WITH DOUBLE RADIUS
TURNING VANES UNLESS OTHERWISE INDICATED. ELBOWS IN
DISHWASHER, KITCHEN, AND LAUNDRY EXHAUST SHALL BE UNVANED
SMOOTH RADIUS CONSTRUCTION WITH A RADIUS EQUAL TO 1.5 TIMES THE
WIDTH OF THE DUCT. PROVIDE ACCESS DOORS UPSTREAM OF ALL
ELBOWS WITH TURNING VANES.BRANCHES IN WHICH BRANCH PIPING
SERVES TWO OR MORE FIXTURES.
29.
FINNED-TUBE RADIATION ENCLOSURES SHALL BE WALL TO WALL UNLESS
OTHERWISE INDICATED.
30.
ALL RETURN AIR TRANSFER DUCTS SHALL BE ACOUSTICALLY TREATED
WITH 1" DUCT LINER.
31.
PROVIDE MIN. OF 5'-0" OF DUCT FROM ROOM TERMINAL UNITS TO FIRST
DIFFUSER TAKE-OFFS.
32.
MAXIMUM FLEX LENGTH FOR CONNECTION TO BOX SHALL BE 18" AND TO
DIFFUSERS SHALL BE 48". ALL CONNECTIONS TO CONSTANT VOLUME
BOXES SHALL HAVE TRANSITIONS AS REQUIRED FROM SUPPLY DUCT TO
BOX.
33.
CONTRACTOR SHALL COORDINATE LOCATION OF ALL DIFFUSERS AND
GRILLES WITH STRUCTURAL, ELECTRICAL, AND ARCHITECTURAL
REFLECTED CEILING PLANS.
34.
PROVIDE SIZES AND NUMBER OF REFRIGERANT LINES ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS.
35.
7.
8.
W
W/O
WB
WCO
WC
WG
WPD
WP
WT
ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND
LOCAL CODES, LAWS, ACTS AND ORDINANCES, AND ALL AUTHORITIES
HAVING JURISDICTION.
9.
36.
SUPPORTS - EQUIPMENT, PIPING, DUCTWORK OR ANY OTHER ACCESSORY
SHALL NOT BE SUPPORTED FROM OTHER PIPING, DUCTWORK, METAL ROOF
DECK, LATERAL BRACING BRIDGING, OR CONDUIT. ITEMS SHALL ONLY BE
SUPPORTED FROM BUILDING STRUCTURE.
BEFORE INSTALLATION, EQUIPMENT CONTRACTOR SHALL VERIFY THAT
COILS CAN BE REMOVED WITHOUT INTERFERENCE. CONTRACTOR SHALL
PROVIDE ADEQUATE ACCESS AND COIL REMOVAL SPACE FOR ALL
EQUIPMENT.
37.
ACCESS PANELS ARE REQUIRED (MIN. 18"X18") FOR ACCESS TO EVERY
VALVE, DAMPER, AIR TERMINAL UNIT, AND CONTROL SENSOR IF NOT
OTHERWISE ACCESSIBLE. ACCESS PANEL SHALL BE APPROVED BY
ARCHITECT/ENGINEER.
38.
ALL PIPING BRANCH TAKE-OFFS TO REHEAT COIL, CABINET HEATERS, AND
UNIT HEATERS SHALL BE INSTALLED WITH A MINIMUM OF FIVE (5) PIPE
DIRECTION CHANGES.
39.
ALL HWS/HWR TAKE-OFFS TO REHEAT COILS TO BE A MINIMUM OF 3/4"
PIPE SIZE.
40.
SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY THE
ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL BE
RESPONSIBLE FOR MOUNTING THE SMOKE DETECTOR IN DUCTWORK AS
SHOWN ON THE ELECTRICAL DRAWINGS AND IN ACCORDANCE WITH
MANUFACTURER'S PRINTED INSTRUCTIONS.
41.
PROVIDE SHUTOFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM
BRANCHES IN WHICH BRANCH PIPING SERVES TWO OR MORE FIXTURES.
COORDINATE EXACT LOCATION OF ALL DUCTWORK, AIR TERMINAL UNITS,
PIPING, ETC., WITH STRUCTURAL, ARCHITECTURAL, ELECTRICAL, AND OTHER
MECHANICAL SYSTEMS.
10. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED, INSTALL
MECHANICAL SERVICES AND OVERHEAD EQUIPMENT TO PROVIDE THE
MAXIMUM HEADROOM POSSIBLE.
11. ALL DUCTWORK, PIPING, AND TEMPERATURE CONTROL CONDUIT TO
VIBRATING EQUIPMENT SHALL HAVE FLEXIBLE CONNECTORS.
12. IF ASBESTOS IS ENCOUNTERED OR SUSPECTED, HALT WORK IMMEDIATELY
IN THESE AREAS AND NOTIFY CONTRACTING OFFICERS REPRESENTATIVE
BEFORE PROCEEDING. DO NOT DAMAGE OR DISTURB SUSPECTED
ASBESTOS CONTAINING MATERIAL. COORDINATE ALL REMOVAL WITH THE
CONSTRUCTION MANAGER AND OWNER.
13. COORDINATE ALL ROOF AND CHASE PENETRATIONS WITH STRUCTURAL
DRAWINGS AND ROOF INSTALLER.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
MECHANICAL CONTRACTOR IS COMPLETELY RESPONSIBLE FOR
PROVIDING ALL PRESSURE AND/OR TEMPERATURE TAPS IN PIPING AS
REQUIRED FOR PROPER BALANCING OF ALL SYSTEMS.
RECORD DRAWINGS - PREPARE AND SUBMIT TO THE OWNER RECORD
DRAWINGS INDICATING THE EXACT LOCATION OF ALL EQUIPMENT
INCLUDING THE EQUIPMENT'S "AS INSTALLED" SIZE(S). MANUFACTURER,
MODEL NUMBERS, AND PERFORMANCE RATINGS.
Job #: 755.011
High Performance Building Consultants
14. CONTRACTOR TO BE RESPONSIBLE FOR PROTECTION OF THEIR EMPLOYEES
FROM ANY LEAD DUST THAT MAY BE ENCOUNTERED.
15. OWNER TO HAVE CHOICE SALVAGE OF ALL PLUMBING FIXTURES AND
MECHANICAL EQUIPMENT WHICH ARE PLANNED TO BE REMOVED BY
CONTRACTOR. EQUIPMENT NOT SALVAGED BY OWNER SHALL BE REMOVED
FROM SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
16. BEFORE REMOVAL OF ANY MECHANICAL EQUIPMENT, CONTRACTOR SHALL
RECOVER USED REFRIGERANT IN A PROPERLY LABELED D.O.T. APPROVED
REFILLABLE CYLINDER TO MEET E.P.A. STANDARDS. RECOVERED
REFRIGERANT MUST BE CHEMICALLY ANALYZED AND REPROCESSED OR
DISPOSED OF PER E.P.A. REQUIREMENTS, SECTION 608 OF THE CLEAN AIR
ACT AND A.R.I. STANDARD 700.
17. THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
18. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR
PIPING INSULATION IS APPLIED.
19. CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT SHALL
BE SIZED AND LOCATED BY THE MECHANICAL CONTRACTOR. MINIMUM
CONCRETE PAD THICKNESS SHALL BE 6 INCHES. PAD SHALL EXTEND
BEYOND THE EQUIPMENT A MINIMUM OF 6 INCHES ON EACH SIDE.
CONCRETE HOUSEKEEPING PADS SHALL BE PROVIDED BY THE GENERAL
CONTRACTOR. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL
CONTRACTOR TO COORDINATE SIZE AND LOCATION OF CONCRETE
HOUSEKEEPING PADS WITH GENERAL CONTRACTOR.
20. UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM THERMOSTATS AND
HUMIDISTATS 60" (CENTERLINE) ABOVE FINISHED FLOOR. NOTIFY THE
ENGINEER OF ANY ROOMS WHERE THE ABOVE LOCATION CANNOT BE
MAINTAINED OR WHERE THERE IS A QUESTION ON LOCATION.
21. ALL SUPPLY DUCTWORK SHALL BE WRAPPED WITH INSULATION FROM FAN
TO ROOM TERMINAL UNITS. RECTANGULAR BRANCH TAKE-OFF SUPPLY
DUCTWORK FROM ROOM TERMINAL UNITS SHALL BE WRAPPED WITH
INSULATION. ALL ROUND SUPPLY DUCTWORK SHALL BE WRAPPED WITH
INSULATION. ALL RELIEF AIR/EXHAUST DUCTS SHALL BE WRAPPED WITH
INSULATION FROM EXTERIOR OPENING TO BACKDRAFT DAMPERS. ALL
OUTSIDE AIR (OA) DUCTWORK TO BE WRAPPED WITH INSULATION FROM
INTAKE OPENING TO THE MIXED AIR PLENUM.
22. ALL OUTDOOR AIR DUCTWORK CONNECTED TO LOUVERS TO BE WATER
TIGHT CONSTRUCTION WITH DRAIN PAN AND 1 1/2" CONDENSATE DRAIN LINE
TO NEAREST SANITARY SEWER.
LINE CLEANOUT / WALL CLEANOUT
FCO
PCHR
PCHS
PCR
PH,Ø
PHWR
PHWS
PIV
PRV
23. PROVIDE MINIMUM 36" ACCESS CLEARANCE TO ALL FAN POWERED BOX AND
VAV BOX MAINTENANCE PANELS.
24. CONTRACTOR TO COORDINATE DUCTWORK WITH FIRE RATED WALLS AND
FLOORS SHOWN ON ARCHITECTURAL DRAWINGS, MAINTAINING NECESSARY
RATING OF WALLS. CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS
TO SMOKE-FIRE DAMPERS.
25. ALL SA DUCT BRANCH TAKE-OFFS TO DIFFUSER TO BE SAME SIZE AS
DIFFUSER NECK UNLESS OTHERWISE NOTED.
26. ALL OUTLET DUCT SIZES OF VARIABLE AIR VOLUME OR FAN-POWERED BOX
UNITS NOT SHOWN SHALL BE MINIMUM AS PER BOX SCHEDULE ON
MECHANICAL SCHEDULE SHEET OUTLET SIZE.
27. ALL DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE INTERNAL
CLEAR DIMENSIONS AND DUCT SIZE SHALL BE INCREASED TO COMPENSATE
FOR DUCT LINING THICKNESS.
DESIGN DEVELOPMENT
HWC 180°
VALVES
A/C
ACC
ACCU
AFC
AFF
AFG
AHU
JACKSON, WYOMING
HW 180°
HVAC EQUIP. AND DUCTWORK
MECHANICAL/PLUMBING GENERAL NOTES
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
PLUMBING
ABBREVIATIONS
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
MECHANICAL SYMBOLS
PIPING / PLUMBING
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
MECHANCIAL LEGEND
AND NOTES
4/1/2013 10:37:06 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
M-000
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
K.9
High Performance Building Consultants
N
F.9
H.5
J
J.5
K
L.1
L.9
EG-1
18x14
840
M
P
P.1 P.2
R
N.1
A8
N.1
TF-1
14x12 EA
T
UH-1
B3
CO
BUS
PARKING
1
GUH-1
A9
T
WASH
EQUIP/
COMPRESSOR
166
B4
A10
CO
CO
VEHICLE
BYPASS
152
RG-2
26x18
2160
CO
CO
BUS WASH
153
BOTTOM OF GRILLE TO BE
PLACED AT 18" AFF (TYP. 3)
A11
M
UH-2
BUS
PARKING
2
L-4
T
T
A12
ELEC EQUIP
168
EAST BUS
PARKING
150
CO
CO
B5
EUH-5
RG-2
26x18
2160
A13
T
EF-17
ELEC
SWITCH
GEAR
169
DESIGN DEVELOPMENT
UH-3
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
WATER
ENTRY
167
BUS
PARKING
3
NOT FOR
CONSTRUCTION
A14
M
L-4
EUH-6
A15
CARBON MONOXIDE SENSOR LOCATED EVERY 50'.
INTERLOCK WITH ERV-1 THROUGH BAS TO RAMP TO
FULL VENTILATION FROM MIN FLOW BASED ON
DETECTION OF CO. (TYP.)
F
CO
B6
E
A16
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:08 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
LEVEL 1 - AREA A - HVAC PLAN
SCALE: 1/8" = 1'-0"
A
3123
LEVEL 1 - HVAC PLAN
- AREA A
M-111
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
RG-2
26x18
2160
30x12 RA DN (TYP. 3)
B3
CO
CO
BUS
PARKING
4
B4
CO
RG-2
26x18
2160
BOTTOM OF GRILLE TO BE
PLACED AT 18" AFF (TYP. 3)
RG-2
26x18
2160
BUS
PARKING
6
DESIGN DEVELOPMENT
B5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
BUS
PARKING
5
NOT FOR
CONSTRUCTION
CO
B6
F
C.1
D
D.5
E
E.5
F
F.9
D
CHECKED BY: Checker
1
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/1/2013 10:37:09 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
C
E
A
3123
LEVEL 1 - HVAC PLAN
- AREA B
BUS PARKING LEVEL 1 - AREA B - HVAC PLAN
SCALE: 1/8" = 1'-0"
M-112
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
J.5
K
L
L.1
M
L.9
N
N
CO
RG-2
30x22
2615
Q
20x18 SA UP
18x16 RA UP
6"Ø EAB1
UP
EG-1
6"Ø
75
DRUG TEST
154
FARE ROOM
164
30x14 RA UP
SD-1
6"Ø
150
18x16 RA
VAV-14
DIRECTOR
155
BREAK/
COPY
156
16x12 TA
A1
RG-1
A2
CO
18x20 SA
A2
MARKETING
157
SD-1
8"Ø
208
VAV-01
A3
A3
VAV-02
8ø SA
RG-1
10x8 TA
12ø SA
10ø SA
A1
SD-1
10"Ø
350
10x8 TA
RG-1
FSD
SD-1
8"Ø
225
R
RG-1
A1
A2
OFFICE
159
SD-1
8"Ø
208
VAV-03
A3
VAV-04
A5
A5
LOBBY
160
22x16 SA
SG-2
60x4
1114
A5
DESIGN DEVELOPMENT
B1
J
JACKSON, WYOMING
H.5
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
H
A7
A7
A7
NOT FOR
CONSTRUCTION
CO
VESTIBULE
161
CO
LOST &
FOUND
163
SG-2
60x4
1114
?
?
F
H
H.5
J
J.5
K
L
L.1
L.9
M
N
CHECKED BY: Checker
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
DRIVE AISLE LEVEL 1 - AREA C - HVAC PLAN
SCALE: 1/8" = 1'-0"
B
4/1/2013 10:41:17 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
D
2
E
A
3123
LEVEL 1 - HVAC PLAN
- AREA C
M-113
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
B1
C
D
D.5
E
E.5
F
F.9
G
H
CO
CO
30x14 EA UP
BOTTOM OF GRILLE TO BE
PLACED AT 18" AFF (TYP. ALL)
30x14 EA UP
RG-2
30x22
2615
RG-2
30x22
2615
RG-2
30x22
2615
A1
VEHICLE
DRIVE AISLE
136
CO
A5
30x14 EA UP, TYP.
DESIGN DEVELOPMENT
A3
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
A2
RG-2
30x22
2615
A7
NOT FOR
CONSTRUCTION
B2
A
B
F
C
D.5
E
E.5
F
F.9
G
CHECKED BY: Checker
E
H
DRIVE AISLE LEVEL 1 - AREA D - HVAC PLAN
SCALE: 1/8" = 1'-0"
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/1/2013 10:37:11 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
1
D
A
3123
LEVEL 1 - HVAC PLAN
- AREA D
M-114
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
H
J
H.5
K
J.5
L
L.1
m GR UP
e
d e s i g n
M
P
Q
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
M1
R2
M1
www.megroup.com
Job #: 755.011
16x10 TA
30x22 TA
High Performance Building Consultants
TOOL CRIB
110
LUBE/
COMPRESSOR
112
32x22 SA UP
R3
SG-1
14x10
495
32x22 SA
SG-1
32x30
3750
M2
M2
PARTS
STORAGE
111
18x24 SA UP
TOOLBOX
STORAGE
113
SG-1
24x12
825
34x24 SA
LIGHT
REPAIR
1
SG-1
24x18
2035
10x6 SA
24x18 SA
10x6 SA UP
SG-1
32x30
3485
SG-1
18x12
695
16x36 SA UP
SG-1
32x30
3485
MAINTENANCE
SUPERVISOR
16x32 SA UP
115
SG-1
32x30
3485
16x32 SA UP
1
M-501
M4
EF-3
BATTERY
STORAGE
SG-1 114
10x6
200
CO
M3
R4
M3
34x24 SA
64x36 TA
16x14 TA
PORTABLE
EQUIP
STORAGE
118
TIRE SHOP
117
PARTS
ACCESS
116
R5
M4
SG-1
30x24
3590
BOTTOM OF GRILLE
TO BE PLACED AT 18"
AFF (TYP. ALL SG)
FORKLIFT
AISLE
119
24x32 SA UP
?
?
R6
GUH-2
32x16 SA UP
CO
PROVIDE 6" EXHAUST DUCT FROM
DISCHARGE OF VEHICLE EXHAUST
FAN AT HOSE REEL UP THROUGH
ROOF TO RAIN CAP.
PORTABLE
EQUIP
STORAGE
131
R7
T
CHASSIS
WASH
133
HEAVY
REPAIR
3
HEAVY
REPAIR
2
HEAVY
REPAIR
1
PROVIDE (2) 36x16 TA DUCTS. THE LOWER SHALL
BE PLACED AT 1'-0" AFF TO THE BOTTOM OF THE
DUCT. THE UPPER SHALL BE PLACED AT 1'-0"
BELOW FINISHED CEILING IN WASH EQUIP ROOM
FROM THE TOP OF THE DUCT.
PROVIDE 6" EXHAUST DUCT FROM DISCHARGE
OF VEHICLE EXHAUST FAN AT HOSE REEL UP
THROUGH ROOF TO RAIN CAP.
WASH
EQUIP.
132
SG-1
32x30
3485
M6
R8
12" EA DUCT TO PENETRATE
ROOF. PROVIDE WITH ROOF
CAP.
M6
B1
B1
H
1
H.3
J
K
MAINTENANCE LEVEL 1 - AREA E - HVAC PLAN
L
L.1
L.9 M
NOT FOR
CONSTRUCTION
B1
N.1
P
Q
F
E
SCALE: 1/8" = 1'-0"
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:14 AM
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRAWN BY: Author
DESIGN DEVELOPMENT
SG-1
32x30
3485
JACKSON, WYOMING
M5
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M5
A
3123
LEVEL 1 - HVAC PLAN
- AREA E
M-115
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
A
www.megroup.com
B
C
E
D.5
E.5
F
G
Job #: 755.011
High Performance Building Consultants
M1
SG-1
32x20
3005
SG-1
32x20
3005
32x18 SA SG-1
24x12
915
REBUILD
SHOP
101
60x36 SA
18x16 TA
60x36 SA
BREAK
ROOM
102
16x16 EA UP TO EF-2
CO
MEN
103
18x16 TA
16x16 EA
M2
EG-1
10x8
150
3" VENT & 6" FLUE
TO CONNECT TO
EQUIPMENT.
MAINTAIN 5' AWAY
FROM EXTERIOR
WALL ON ROOF.
18x16 TA
16x32 SA
WOMEN
104
60x36 SA
EG-1
10x8
150
M3
SG-1
24x18
1525
USED OIL
BURNER. PROVIDE
8" FLUE WITH RAIN
CAP
MANUALS &
COPY
60x36 SA
106
2
SG-1
36x24
2870
LIGHT
REPAIR
3
LIGHT
REPAIR
2
LIGHT
REPAIR
1
22x32 SA
SG-1
32x30
3485
66x30 TA
COMMON
WORK AREA
105
PROVIDE 4" EXHAUST DUCT FROM
DISCHARGE OF VEHICLE EXHAUST
FAN AT HOSE REEL UP THROUGH
ROOF TO RAIN CAP.
SG-1
32X30
3485
30x16 TA
M-501
16x32 SA
M4
16x32 SA
CO
M5
PROVIDE 6" EXHAUST DUCT FROM
DISCHARGE OF VEHICLE EXHAUST
FAN AT HOSE REEL UP THROUGH
ROOF TO RAIN CAP.
PROVIDE 6" EXHAUST DUCT FROM
DISCHARGE OF VEHICLE EXHAUST
FAN AT HOSE REEL UP THROUGH
ROOF TO RAIN CAP.
PROVIDE 6" EXHAUST DUCT FROM
DISCHARGE OF VEHICLE EXHAUST
FAN AT HOSE REEL UP THROUGH
ROOF TO RAIN CAP.
HEAVY
REPAIR
BAYS
120
HEAVY
REPAIR
8
S
HEAVY
HEAVY
REPAIR
REPAIR
7 7
HEAVY
REPAIR
6
HEAVY
REPAIR
5
HEAVY
REPAIR
3
NATURAL GAS DETECTORS LOCATED
ON THE CEILING INTERLOCKED WITH
ERV-2 THROUGH THE BAS.
PROVIDE 6" EXHAUST DUCT FROM
DISCHARGE OF VEHICLE EXHAUST
FAN AT HOSE REEL UP THROUGH
ROOF TO RAIN CAP.
16x32 SA
PROVIDE 6" EXHAUST DUCT FROM
DISCHARGE OF VEHICLE EXHAUST
FAN AT HOSE REEL UP THROUGH
ROOF TO RAIN CAP.
NOT FOR
CONSTRUCTION
CO
SG-1
32x30
3520
PROVIDE 6" EXHAUST DUCT FROM
DISCHARGE OF VEHICLE EXHAUST
FAN AT HOSE REEL UP THROUGH
ROOF TO RAIN CAP.
CO
M6
B1
CO
F
A
B
C
D
E
F
G
E
H
D
C
1
DESIGN DEVELOPMENT
No
REVISION/SUBMISSION
CHECKED BY: Checker
4/4/2013 9:54:15 AM
D:\My
Data\Documents\MEG-START_MEP_2013_miles.dake.rvt
DRAWN BY: Author
MAINTENANCE LEVEL 1 - AREA F - HVAC PLAN
SCALE: 1/8" = 1'-0"
B
A
4/8/13
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
1
DESIGN DEVELOPMENT
FORKLIFT
AISLE
119
SG-1
32x30
3520
JACKSON, WYOMING
SG-1
32x30
3520
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
16x42 SA
SG-1
32x30
3520
3123
LEVEL 1 - HVAC PLAN
- AREA F
M-116
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
1.
INTERLOCK EF-1 AND L-1 WITH NATURAL GAS SENSOR. LOUVER TO OPEN AND
FAN TO ENERGIZE UPON DETECTINO OF 1/4 OF THE LOWER FLAMMABLE LIMIT
PER NFPA
52.
2.
INTERLOCK EF-1 AND L-1 WITH THERMOSTAT TO VENTILATE AND COOL THE
SPACE WHEN TEMPERATURE EXCEEDS 80°F.
3.
ALL UH'S AND EF TO BE SPARK RESISTANT AND CRITICAL FACILITY CLASS 1
RATED.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
1
L-6
T
ELECTRICAL/STORAGE
3
14x14 EA UP
S
COMPRESSORS
1
973.4 SF
OFFICE
2
16x16 EA UP
EUH-1
EUH-3
Z
1
CNG LEVEL 1 - HVAC PLAN
SCALE: 1/8" = 1'-0"
DESIGN DEVELOPMENT
EUH-2
JACKSON, WYOMING
CONNECT 42"Ø DUCT TO
NATURAL GAS COMPRESSOR
COOLER AND ROUTE UP TO
ROOF HOOD.
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M
T
M
L-3
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
LEVEL 1 - HVAC PLAN
- CNG BUILDING
4/1/2013 10:37:17 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
M-117
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
P
P.1
P.2
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
R
www.megroup.com
N.1
B2
30x12 RA
54x36 RA
24x60 SA PLENUM
A8
FSD
B3
High Performance Building Consultants
S
34x10
SD-1
14"Ø
980
VAV-07
SD-1
36x24
3600
TYP. 4
Job #: 755.011
A8
30x12 RA
TRAINING
70x18 TA
209
BUS
PARKING
1
GUH-1
T
HALL
208
FSD
A9
A9
RG-1
30x36 RA
32x18 TA
SD-1
10"Ø
325
8x8 TA
T
QUIET
210
RG-1
TABLE &
CHAIR
209A
SD-1
8"Ø
230
RG-1
SD-1
6"Ø
165
A10
A10
12x8 SA
B4
8x8 TA
VAV-08
VEHICLE
BYPASS
152
30x12 RA
SD-1
8"Ø
230
T
RG-1
QUIET
211
BUS WASH
153
BOOKKEEPING
213A
SD-1
6"Ø
165
VAV-09
36x16 SA
30x12 RA
32x18 TA
30x12 RA DN
(TYP. 3)
12x8 SA
RG-1
32x18 TA
A11
SD-1
10"Ø
325
BUS
PARKING
2
A11
SD-1
12"Ø
675
RG-1
SUPERS
213
T
VAV-10
22x10 SA
T
EAST BUS
PARKING
150
SD-1
16"Ø
1500
RG-1
B5
24x16 SA
DRIVERS
215
1,111.41 SF
VAV-12
30x12 RA
A13
30x12 RA
T
A13
BREAK
SD-1
214
10"Ø
550
MANUAL
BALANCING
DAMPER, TYP.
BUS
PARKING
3
VAV-13
SD-1
16"Ø
1500
A14
A14
A15
A15
STAIR 2
S2
B6
NOT FOR
CONSTRUCTION
A16
F
F.9
H.5
J
K
J.5
L
L.1
L.9
M
CHECKED BY: Checker
C
LEVEL 1 - AREA A - HVAC PLAN
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
SCALE: 1/8" = 1'-0"
B
4/1/2013 10:37:19 AM
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
1
E
N
D
DRAWN BY: Author
DESIGN DEVELOPMENT
A12
SD-1
12"Ø
675
JACKSON, WYOMING
A12
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
20x36 RA
VAV-11
A
3123
LEVEL 2 - HVAC PLAN
- AREA A
M-121
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
30x12 RA
30x12 RA
DN (TYP. 3)
B3
BUS
PARKING
4
B4
30x12 RA
30x12 RA
DESIGN DEVELOPMENT
B5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
BUS
PARKING
5
BUS
PARKING
6
NOT FOR
CONSTRUCTION
F
E
B6
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
C.1
D
D.5
E
E.5
F
F.9
CHECKED BY: Checker
B
4/1/2013 10:37:20 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
C
1
A
3123
LEVEL 2 - HVAC PLAN
- AREA B
BUS PARKING LEVEL 2 - AREA B - HVAC PLAN
SCALE: 1/8" = 1'-0"
M-122
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
K
L
M
N
N
Q R
14"Ø EA UP
6"Ø EA DN
B1
WOMEN
205
20x18 SA DN
18x18 SA DN
20x36 RA
MEN
203
1
M-401
EG-1
10"Ø
280
EG-1
10"Ø
280
SD-1
6"Ø
100
10x10 RA
RG-1
A1
SG-1
24x18
1925
RG-1
10x10 TA
VAV-05
A2
A2
10x10 SA
EG-1
12x12
80
A1
60x36 SA
EG-1
6"Ø
65
LOCKERS
207
SD-1
6"Ø
170
54x36 RA
A3
A3
A5
A5
VAV-06
SG-1
36x24
3485
56x20 RA
22x18 SA
SG-1
36x24
3875
SG-2
80x4
1510
48x30
SG-2
80x4
1510
K.9
42x18 SA
A7
A7
RG-1
46x18
5247
6
x3
20
EA
DESIGN DEVELOPMENT
J.5
JACKSON, WYOMING
J
H.5
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
H
NOT FOR
CONSTRUCTION
H
1
H.3
J
J.5
K
L
M
N
DRIVE AISLE LEVEL 2 - AREA C - HVAC PLAN
SCALE: 1/8" = 1'-0"
F
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:23 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
A
3123
LEVEL 2 - HVAC PLAN
- AREA C
M-123
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
E
D.5
E.5
F
G
H
B1
30x14 RA DN
(TYP. 4)
A2
A3
VEHICLE
DRIVE AISLE
136
A5
DESIGN DEVELOPMENT
A1
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
20x36 RA
NOT FOR
CONSTRUCTION
A7
20x36 RA
F
A
B
C
D
D.5
E
E.5
F
F.9
H
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 10:37:24 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE LEVEL 2 - AREA D - HVAC PLAN
B
A
3123
LEVEL 2 - HVAC PLAN
- AREA D
SCALE: 1/8" = 1'-0"
M-124
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
P
J
K
L.1
M
Q
P
R2
M1
Q
R2
M1
SEE TYPICAL HVAC PLAN
ON DETAIL 1
HOUSING
UNIT
7
HOUSING
UNIT
3
R3
M2
R3
M2
R4
R4
EF-4
EF-5
32x16 SA DN (TYP. 3)
MAINTENANCE
SUPERVISOR
115
32x16 SA
R5
M4
PORTABLE
EQUIP
STORAGE
118
TIRE SHOP
117
PARTS
ACCESS
116
HOUSING
UNIT
2
SG-1
8x6
160
M4
32x16 SA
SEE TYPICAL HVAC PLAN
ON DETAIL 1
RG-2
?
?
32x24 SA
M5
M5
72x16 SA DN
LAUNDRY
200
SD-1
18x10
600
HOUSING
UNIT
5
8x6 SA
8x6 RA
EF-6
SG-1
8x6
80
?
?
72x16 SA
96x46 OA PLENUM
RG-2
10x8 SA
R6
8x8 SA
R6
8x8 RA
14x10 RA
UTILITY
200A
70x32 SA
18x16 SA UP
14x12 SA DN
14x10 SA
18x16 RA UP
14x12 RA DN
10x8 RA
32x24 SA DN
TYPICAL STUDIO WILL
RECIEVE 80 CFM SUPPLY
AIR TO MAIN ROOM AND
(1) EXHAUST FAN
DUCTED TO EXTERIOR
WITH WALL CAP.
84x48 RETURN OPENINGS IN
BOTTOM OF RETURN DUCT.
COVER DUCT OPENING
WITH BIRDSCREEN.
(TYP 2)
HEAVY
REPAIR
2
R7
38x32 SA
HOUSING
UNIT
1
84x48 EA
R7
?
?
HEAVY
REPAIR
1
60x36 SA
2
M-401
76x32 SA
76x32 EA
DESIGN DEVELOPMENT
HOUSING
UNIT
6
JACKSON, WYOMING
M-501
TYPICAL HOUSING UNIT 3-6:
EACH RESTROOM SHALL
HAVE 1 EXHAUST FAN
DUCTED TO EXTERIOR
WITH WALL CAP. EACH
MAIN ROOM TO RECIEVE
160 CFM.
34x24 SA DN
SA
1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
10x8 SA
M3
6
x1
36
10x8 RA
M3
114x32 SA
38x28 EA
32x16 SA
HOUSING
UNIT
4
R8
L-2
BD
ERV-2
?
?
NOT FOR
CONSTRUCTION
R8
84x48 RA
76x32 RA
BD
114x32 RA
76x32 OA
38x32 RA
32x16 SA
DN
M6
B1
12" EA DUCT TO PENETRATE
ROOF. PROVIDE WITH ROOF CAP.
M6
B1
B1
H
H.3
J
K
L
F
B1
E
M
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
CHECKED BY: Checker
2
4/1/2013 10:37:28 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
N.1
P
S
RESIDENTIAL LEVEL 3 - AREA E - HVAC PLAN
SCALE: 1/8" = 1'-0"
N
1
MAINTENANCE LEVEL 2 - AREA E - HVAC PLAN
P
Q
S
B
A
3123
LEVEL 2 - HVAC PLAN
- AREA E
SCALE: 1/8" = 1'-0"
M-125
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
A
B
C
D
E
F
G
Job #: 755.011
H
High Performance Building Consultants
M1
M2
3" VENT & 6" FLUE TO
CONNECT TO EQUIPMENT.
MAINTAIN 5' AWAY FROM
EXTERIOR WALL ON ROOF.
USED OIL BURNER.
PROVIDE 8" FLUE WITH
RAIN CAP
2
M-501
M3
COMMON
WORK AREA
105
MANUALS &
COPY
106
84x48 SA DN
32x16 SA DN
32x16 SA DN
42x16 SA DN
M4
M5
HEAVY
REPAIR
BAYS
120
HEAVY
REPAIR
8
HEAVY
HEAVY
REPAIR
REPAIR
7 7
HEAVY
REPAIR
6
HEAVY
REPAIR
5
HEAVY
REPAIR
3
60x36 SA
DESIGN DEVELOPMENT
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
PROVIDE SUPPLY
BRANCHES THAT SERVE
(1) DIFFUSER WITH
MANUAL BALANCING
DAMPER, TYP. ALL.
JACKSON, WYOMING
34x30 SA
84x48 RA
NOT FOR
CONSTRUCTION
84x48 RETURN OPENINGS IN BOTTOM
OF RETURN DUCT. COVER DUCT
OPENING WITH BIRDSCREEN. (TYP 4)
16x32 SA
32x16 SA
M6
B1
F
A
B
C
D
E
F
G
E
H
D
C
1
DESIGN DEVELOPMENT
No
REVISION/SUBMISSION
CHECKED BY: Checker
4/4/2013 9:57:29 AM
DRAWN BY: Author
D:\My
Data\Documents\MEG-START_MEP_2013_miles.dake.rvt
1
SCALE: 1/8" = 1'-0"
B
A
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
MAINTENANCE LEVEL 2 - AREA F - HVAC PLAN
4/8/13
3123
LEVEL 2 - HVAC PLAN
- AREA F
M-126
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
EF-1
DESIGN DEVELOPMENT
RH-2
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
RH-1
NOT FOR
CONSTRUCTION
1
DRIVE AISLE ROOF - AREA C - MECHANICAL PLAN
SCALE: 1/8" = 1'-0"
F
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:32 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
A
3123
ROOF - MECHANICAL
PLAN - AREA C
M-133
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
RH-3
6" VENT TO MECHANICAL
EQUIPMENT. PROVIDE WITH
RAIN CAP.
PROVIDE 12" EXHAUST DUCT FROM
DISCHARGE OF MECHANICAL
EQUIPMENT UP THROUGH ROOF
WITH RAIN CAP.
DESIGN DEVELOPMENT
ERV-3
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
High Performance Building Consultants
NOT FOR
CONSTRUCTION
EF-1
1
MAINTENANCE ROOF - AREA E - MECHANICAL PLAN
F
E
SCALE: 1/8" = 1'-0"
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:35 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
A
3123
ROOF - MECHANICAL
PLAN - AREA E
M-135
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
EF-2
4" VENT TO
MECHANICAL
EQUIPMENT. PROVIDE
WITH RAIN CAP.
4" VENT TO
MECHANICAL
EQUIPMENT. PROVIDE
WITH RAIN CAP.
6" VENT / 4" EXHAUST TO EQUIPMENT.
PROVIDE WITH RAIN CAP
8" VENT TO MECHANICAL EQUIPMENT.
PROVIDE WITH RAIN CAP.
6" VENT TO MECHANICAL EQUIPMENT.
PROVIDE WITH RAIN CAP.
6" VENT TO MECHANICAL EQUIPMENT.
PROVIDE WITH RAIN CAP.
DESIGN DEVELOPMENT
JACKSON, WYOMING
6" VENT TO MECHANICAL EQUIPMENT.
PROVIDE WITH RAIN CAP.
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
6" VENT TO MECHANICAL EQUIPMENT.
PROVIDE WITH RAIN CAP.
6" VENT TO MECHANICAL EQUIPMENT.
PROVIDE WITH RAIN CAP.
NOT FOR
CONSTRUCTION
1
MAINTENANCE ROOF - AREA F - MECHANICAL PLAN
SCALE: 1/8" = 1'-0"
F
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:37 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
A
3123
ROOF - MECHANICAL
PLAN - AREA F
M-136
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
RH-5
EF-16
Z
1
DESIGN DEVELOPMENT
RH-4
JACKSON, WYOMING
EF-18
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
1
NOT FOR
CONSTRUCTION
CNG ROOF - HVAC PLAN
SCALE: 1/8" = 1'-0"
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
ROOF - MECHANICAL
PLAN - CNG BUILDING
4/1/2013 10:37:38 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
M-137
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
F.9
H.5
P
K.9
J.5
P.1
www.megroup.com
R
Job #: 755.011
High Performance Building Consultants
T
LOST &
FOUND
163
B2
T
RHM-10
A8
RHM-8B
VEHICLE
BYPASS
152
T
B3
BUS
PARKING
1
G
1 1/4" HWR
1 1/4" HWS
UH-1
A9
H
RHM-6
BUS WASH
153
WASH
EQUIP/
COMPRESSOR
166
A10
B4
T
VEHICLE
BYPASS
152
BUS
PARKING
2
A11
UH-2
A12
ELEC EQUIP
168
EAST BUS
PARKING
150
T
B5
A13
DESIGN DEVELOPMENT
UH-3
RHM-5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
WATER
ENTRY
167
ELEC
SWITCH
GEAR
169
BUS
PARKING
3
NOT FOR
CONSTRUCTION
A14
RHM-4
A15
F
B6
E
A16
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
H.3
4/1/2013 10:37:40 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
J
LEVEL 1 - AREA A - HVAC PLAN
SCALE: 1/8" = 1'-0"
K
K.9
L.1
L.9
M
N
P
A
3123
LEVEL 1 - HYDRONIC
PLAN - AREA A
R
M-141
GENERAL NOTES
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
1.
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
C.1
D.5
E.5
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
F.9
www.megroup.com
Job #: 755.011
High Performance Building Consultants
T
RHM-8A
B3
BUS
PARKING
4
RHM-3
B4
T
BUS
PARKING
5
B5
T
BUS
PARKING
6
DESIGN DEVELOPMENT
WEST BUS
PARKING
158
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
RHM-2
RHM-1
NOT FOR
CONSTRUCTION
B6
F
C.1
D
E
F
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:41 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
A
3123
LEVEL 1 - HYDRONIC
PLAN - AREA B
BUS PARKING LEVEL 1 - AREA B - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
M-142
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H.5
J.5
N
Q R
BBH-1
T
T
2" HWS/R TO SERVE
RESIDENTIAL WING
DIRECTOR
155
1-1/2" HWS/R TO
SERVE 1ST FL
ADMIN NORTH
RHM-9A
FARE ROOM
164
DRUG TEST
154
RHM-9B
BREAK/
COPY
156
A1
A2
1 1/2" HWS
1 1/2" HWR
VAV-01
VEHICLE
DRIVE AISLE
136
MARKETING
157
A1
A2
OFFICE
159
VAV-03
A3
A3
VAV-04
A5
A5
BBH-1
1 1/2" HWS
1 1/2" HWR
BBH-1
K.9
LOBBY
160
A7
DESIGN DEVELOPMENT
ELEVATOR
E1
JACKSON, WYOMING
VAV-02
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
B1
A7
COMM
165
VESTIBULE
161
LOST &
FOUND
163
NOT FOR
CONSTRUCTION
VESTIBULE
162
P.2
H
H.3
J
K
L
L.1
L.9 M
N
N.1
F
1
E
DRIVE AISLE LEVEL 1 - AREA C - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:44 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
A
3123
LEVEL 1 - HYDRONIC
PLAN - AREA C
M-143
GENERAL NOTES
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
1.
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
C
D
D.5
E
E.5
F
G
H
T
B1
A3
VEHICLE
DRIVE AISLE
136
A5
DESIGN DEVELOPMENT
A2
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
A1
A7
NOT FOR
CONSTRUCTION
RHM-7
RHM-8A
T
T
T
RHM-8B
B2
F
A
B
C
D
E
F
G
E
H
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 10:37:45 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE LEVEL 1 - AREA D - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
B
A
3123
LEVEL 1 - HYDRONIC
PLAN - AREA D
M-144
GENERAL NOTES
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
1.
(THIS SHEET)
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
H
H.3
J
K
J.5
L.1
P
M
Q
Job #: 755.011
High Performance Building Consultants
R2
M1
TOOL CRIB
110
1-1/2" HWS/R TO
SERVE BBH ON
2ND FLOOR
LUBE/
COMPRESSOR
112
R3
M2
LIGHT
REPAIR
BAYS
107
TOOLBOX
STORAGE
113
PARTS
STORAGE
111
R4
BATTERY
STORAGE
114
T
M3
RHM-14
MAINTENANCE
SUPERVISOR
115
M4
TIRE SHOP
117
R5
T
RHM-15
PARTS
ACCESS
116
PORTABLE
EQUIP
STORAGE
118
M5
HEAVY
REPAIR
2
CHASSIS
WASH
133
PORTABLE
EQUIP
STORAGE
131
HEAVY
REPAIR
1
1-1/2" HWS/R TO BE
LOCATED WITHIN
INSULATED FLOOR CAVITY
R7
1-1/2" HWS/R UP TO SERVE
3RD FLOOR RESIDENTIAL
DESIGN DEVELOPMENT
R6
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
FORKLIFT
AISLE
119
R8
NOT FOR
CONSTRUCTION
T
WASH
EQUIP.
132
T
RHM-16B
RHM-9A
M6
B1
B1
F
H
H.3
J
K
L
L.1
M
N.1
P
Q
CHECKED BY: Checker
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
MAINTENANCE LEVEL 1 - AREA E - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
B
4/1/2013 10:37:47 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
D
1
E
A
3123
LEVEL 1 - HYDRONIC
PLAN - AREA E
M-145
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
E
D.5
F
G
H
M1
BREAK
ROOM
102
JANITOR
103A
REBUILD
SHOP
101
MEN
103
M2
RMH-19
RMH-18A
LIGHT
REPAIR
3
LIGHT
REPAIR
1
LIGHT
REPAIR
2
T
WOMEN
104
T
M3
T
RHM-18B
COMMON
WORK AREA
105
MANUALS &
COPY
106
M4
M5
RHM-17A
HEAVY
REPAIR
BAYS
120
HEAVY
REPAIR
8
HEAVY
REPAIR
7
HEAVY
REPAIR
6
HEAVY
REPAIR
5
HEAVY
REPAIR
4
HEAVY
REPAIR
3
RHM-17B
DESIGN DEVELOPMENT
FORKLIFT
AISLE
119
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
T
NOT FOR
CONSTRUCTION
RHM-16A
T
M6
T
F
E
B1
D
C
1
DESIGN DEVELOPMENT
No
REVISION/SUBMISSION
C
D
E
F
G
H
CHECKED BY: Checker
B
4/4/2013 9:54:22 AM
D:\My
Data\Documents\MEG-START_MEP_2013_miles.dake.rvt
DRAWN BY: Author
B
1
MAINTENANCE LEVEL 1 - AREA F - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
A
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
A
4/8/13
3123
LEVEL 1 - HYDRONIC
PLAN - AREA F
M-146
GENERAL NOTES
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
1.
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
F.9
H.5
K.9
J.5
P.2
R
Job #: 755.011
High Performance Building Consultants
3" HWR
3" HWS
N.1
B2
A8
S
2" HWS
VAV-07
B3
TRAINING
209
GUH-1
BUS
PARKING
1
A9
2" HWR
2 1/2" HWS
2 1/2" HWR
2 1/2" HWS
2 1/2" HWR
VEHICLE
BYPASS
152
2-1/2" HWS/R TO
SERVE RHM4,5,6,10
EAST BUS
PARKING
150
HALL
208
BUS WASH
153
TABLE &
CHAIR
209A
QUIET
210
A10
B4
VAV-08
QUIET
211
BOOKKEEPING
213A
VAV-09
A11
VAV-10
VAV-11
A12
DRIVERS
215
B5
VAV-12
A13
T
BREAK
214
BUS
PARKING
3
DESIGN DEVELOPMENT
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
SUPERS
213
JACKSON, WYOMING
BUS
PARKING
2
VAV-13
A14
NOT FOR
CONSTRUCTION
A15
STAIR 2
S2
F
B6
B6
E
A16
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
F.9
4/1/2013 10:37:51 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
H.5
J
J.5
K
L
L.9
M
N
P.2
N.1
1
LEVEL 1 - AREA A - HVAC PLAN
SCALE: 1/8" = 1'-0"
R
B
A
3123
LEVEL 2 - HYDRONIC
PLAN - AREA A
M-151
GENERAL NOTES
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
1.
(THIS SHEET)
m GR UP
e
d e s i g n
C
D
E
D.5
E.5
F
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
F.9
www.megroup.com
Job #: 755.011
High Performance Building Consultants
2 1/2" HWR
2 1/2" HWS
B3
2-1/2" HWS/R TO
SERVE RHM-10,11,12
BUS
PARKING
4
B4
BUS
PARKING
6
DESIGN DEVELOPMENT
B5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
BUS
PARKING
5
NOT FOR
CONSTRUCTION
B6
F
D
D.5
E
E.5
F
D
CHECKED BY: Checker
1
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/1/2013 10:37:52 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
C.1
E
A
3123
LEVEL 2 - HYDRONIC
PLAN - AREA B
BUS PARKING LEVEL 2 - AREA B - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
M-152
GENERAL NOTES
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
1.
(THIS SHEET)
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
L
M
NN.1
4" HWS
4" HWR
Q
B1
BBH-1
2" HWR
?
?
2" HWS
WOMEN
205
MEN
203 VAV-05
A1
1" HWS
1" HWR
A2
LOCKERS
207
4" HWR
202
4" HWS
2" HWR
2" HWS
ERV-1
A3
A3
A5
A5
1 1/4" HWR
2" HWR
2" HWS
LOBBY
160
2" HWS
2" HWR
VEHICLE
DRIVE AISLE
136
3" HWR
3" HWS
VEHICLE
DRIVE AISLE
136
VAV-06
1 1/4" HWS
2 1/2" HWR
2 1/2" HWS
6" HWR
4" HWR
4" HWS
6" HWS
2" HWR
2" HWS
A1
A2 HALL
1
M-401
2" HWS/R TO SERVE RHM-9A,9B
BBH-1
2" HWR
2" HWS
R
AHU-1
K.9
A7
A7
DESIGN DEVELOPMENT
K
JACKSON, WYOMING
J
H.5
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
H
NOT FOR
CONSTRUCTION
H
1
H.3
J
K
DRIVE AISLE LEVEL 2 - AREA C - HYDRONIC PLAN
L
M
N
P.2
R
N.1
SCALE: 1/8" = 1'-0"
F
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 10:37:55 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
A
3123
LEVEL 2 - HYDRONIC
PLAN - AREA C
M-153
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
D
E
D.5
E.5
F
G
B1
B1
A1
A1
A2
A2
A3
A3
2" HWS/R TO SERVE
RHM-7,8A,8B
2" HWR
2" HWS
VEHICLE
DRIVE AISLE
136
A5
A5
A7
A7
DESIGN DEVELOPMENT
C
JACKSON, WYOMING
B
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
A
NOT FOR
CONSTRUCTION
B2
B2
A
B
C
DRIVE AISLE LEVEL 2 - AREA D - HYDRONIC PLAN
D.5
E
E.5
F
F.9
H
F
D
CHECKED BY: Checker
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
SCALE: 1/8" = 1'-0"
B
4/1/2013 10:37:56 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
1
D
A
3123
LEVEL 2 - HYDRONIC
PLAN - AREA D
M-154
GENERAL NOTES
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
1.
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
P
H.3
J
K
L
M
Q
P
R2
R2
Q
R2
M1
BBH-1 TYP.
1-1/2" HWS/R TO
SERVE BBH ON
3RD FLOOR
R3
R3
R3
HOUSING
UNIT
3
BBH-01 TYP. ALL
M2
BBH-1 TYP.
R4
R4
R4
BBH-1 TYP.
M3
PARTS
ACCESS
116
M4
PORTABLE
EQUIP
STORAGE
118
TIRE SHOP
117
HOUSING
UNIT
2
R5
2" HWS/R TO SERVE
RHM-14,15
R6
R6
2" HWR
2" HWS
R6
M5
1" HWS/R UP TO ERV-3
R7
1-1/2" HWS/R TO
SERVE RHM-16A
HEAVY
REPAIR
2
1" HWS/R DN
HOUSING
UNIT
1
R7
BBH-1 TYP.
4" HWR
R7
4" HWR
4" HWS
4" HWS
BBH-01 TYP. ALL
1 1/2" HWR
1 1/2" HWS
2
M-401
HEAVY
REPAIR
1
DESIGN DEVELOPMENT
R5
JACKSON, WYOMING
R5
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M-501
1 1/2" HWR
MAINTENANCE
SUPERVISOR
115
1
1" HWS/R UP
R8
NOT FOR
CONSTRUCTION
R8
1-1/2" HWS/R DN
M6
M6
B1
B1
B1
H
H.3
J
K
L
F
E
M
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
CHECKED BY: Checker
2
4/1/2013 10:38:01 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
N.1
P
N.1
R
S
B
RESIDENTIAL LEVEL 3 - AREA E - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
1
A
3123
LEVEL 2 - HYDRONIC
PLAN - AREA E
MAINTENANCE LEVEL 2 - AREA E - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
M-155
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
CONSTRUCTION JOINTS SHALL BE COORDINATED WITH RADIANT TUBING
ZONING LAYOUT.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
E
D.5
E.5
F
G
H
M1
M2
M3
COMMON
WORK AREA
105
?
?
4" HWS/R TO SERVE RHM16A,17A,17B,18A,18B,19
HEAVY
REPAIR
BAYS
120
HEAVY
REPAIR
8
HEAVY
REPAIR
7
HEAVY
REPAIR
6
HEAVY
REPAIR
5
HEAVY
REPAIR
4
HEAVY
REPAIR
3
NOT FOR
CONSTRUCTION
M6
F
E
B1
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
B
C
D
D.5
E
E.5
F
G
H
CHECKED BY: Checker
B
4/1/2013 10:38:02 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
A
1
MAINTENANCE LEVEL 2 - AREA F - HYDRONIC PLAN
SCALE: 1/8" = 1'-0"
DESIGN DEVELOPMENT
M5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M4
A
3123
LEVEL 2 - HYDRONIC
PLAN - AREA F
M-156
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
KEY NOTES
1.
X
m GR UP
e
d e s i g n
(THIS SHEET)
BOILER B-3 AND HWP-3 TO BE PLANNED FOR FUTURE PHASE, BUT INSTALLED IN PHASE 1.
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
GENERAL NOTES
Job #: 755.011
(THIS SHEET)
High Performance Building Consultants
1.
REFER TO MECHANICAL NOTES AND SYMBOLS LEGEND FOR GENERAL NOTES.
2.
REFER TO M4-01 FOR ENLARGED MECHANICAL ROOM PLAN.
REDUCED PRESSURE
BACKFLOW PREVENTER
1" DCW
MAKE-UP
ADJUSTABLE PRV
6"HWR
HWR FROM BUILDING
6"HPWR
AUTO AIR VENT
AIR SEPARATOR AS-1
6"HWS
HWS TO BUILDING
PRESSURE SWITCH
AT 25 PSI (ADJ)
S
PRESSURE
GAUGE
1 1/2"G
CHECK VALVE/BALANCE
VALVE/SHUT-OFF VALVE OR AT
CONTRACTORS OPTION PROVIDE
TRIPLE DUTY VALVE ON PUMP
DISCHARGE.
ISOLATION VALVE
2"G
B-3
B-1
CHECK VALVE
B-2
PRESSURE RELIEF VALVE SET
AT 60 PSI. EXTEND TO FLOOR
DRAIN (TYP. 3)
UNION
WALL MOUNTED
VFD FOR HWP-1
1
1 1/2"G
CHEMICAL
FEEDER
WALL MOUNTED
VFD FOR HWP-2
VFD
VFD
VFD
BP-2
CHECK
VALVE
ET-1
BP-3
LOW LEVEL
SENSOR
TIED TO BMS
UNION (TYP.)
3/4" BALL DRAIN VALVE WITH
HOSE CONNECTION
WALL MOUNTED
VFD FOR HWP-3
SUCTION DIFFUSER
WITH STRAINER (TYP.)
4" CONCRETE PAD
MAKE-UP GLYCOL WATER FEED
SYSTEM WITH 50 GALLON STORAGE
TANK AND SYSTEM FILL PUMP
1
PRESSURIZED
VERTICAL
BLADDER TYPE
EXPANSION TANK
3/ " BALL DRAIN VALVE
4
WITH 3/4 " HOSE.
CONN. AND CAP ON CHAIN
REFER TO BASE MOUNTED PUMP DETAIL.
HYDRONIC PIPING SCHEMATIC
SCALE: 1/8" = 1'-0"
HWP-2
HWP-3
1
DESIGN DEVELOPMENT
HWP-1
MECHANICAL ROOM FLOOR
JACKSON, WYOMING
DIRT LEG (TYP.)
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
GAS COCK (TYP.)
3/4"
CFT-1
1 1/2"G
BP-1
CONTROL VALVE ADJUST
TO REGULATE CHEMICAL
FEED
6"HWS
1 1/2"G
1 1/2" EXP. LINE
6"HWS
CHECK VALVE (TYP.)
4" HWS
6"HWS
4" HWS
6"HWS
4" HWR
6"HWS
3/4"
4" HWR
4" HWS
3/4" BALL DRAIN
VALVE WITH 3/4"
HOSE. CONN. & CAP
ON CHAIN. (TYP)
6"HWS
4" HWS
4" HWS
6"HWS
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
MECHANICAL
DIAGRAMS
4/1/2013 10:38:03 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
M-301
B
C
D
E
F
H
G
J
H.3
K
L
M
L.1
N
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
A
R
P
Q
R1
M1
BREAK
ROOM
102
ZONE 16
R2
TOOL CRIB
110
LUBE/
COMPRESSOR
112
GENERAL NOTES
REBUILD
SHOP
101
ALL ZONES IDENTIFIED ON SHEET SHALL BE RADIANT FLOOR HEATING. ALL OTHER
ROOMS NOT SHOWN WITHIN A ZONE AND POSSESSING AN EXTERIOR WALL SHALL
BE HEATED WITH OTHER METHODS.
2.
EACH ZONE INDICATED ON PLANS REQUIRES ITS OWN RADIANT TUBING MANIFOLD
HEADER, THERMOSTAT, SUPPLY WATER BLENDING VALVE, AND ZONE
CIRCULATOR PUMP.
MEN
103
PARTS
STORAGE
111
M2
WOMEN &
JANITOR
104
www.megroup.com
Job #: 755.011
BATTERY
STORAGE
114
LIGHT
REPAIR 1
109
LIGHT
REPAIR 2
108
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
ZONE 11
TOOLBOX
STORAGE
113
ZONE 15A
LIGHT
REPAIR 3
107
R3
m GR UP
e
d e s i g n
(THIS SHEET)
1.
R4
High Performance Building Consultants
M3
M4
MAINTENANCE
SUPERVISOR
115
MANUALS &
COPY
106
COMMON
WORK AREA
105
ZONE 15B
ZONE 12
PORTABLE
EQUIP
STORAGE
118
TIRE SHOP
117
PARTS
ACCESS
116
R5
FORKLIFT
AISLE
119
M5
?
?
ZONE 14A
R6
ZONE 13B
ZONE 13A
?
?
WALKWAY
120
?
?
?
?
HEAVY
REPAIR 8
121
HEAVY
REPAIR 7
122
HEAVY
REPAIR 6
123
HEAVY
REPAIR 5
124
HEAVY
REPAIR 4
125
HEAVY
REPAIR 3
126
HEAVY
REPAIR 1
128
HEAVY
REPAIR 2
127
R7
P.1 P.2
ZONE 14B
PORTABLE
EQUIP
STORAGE
131
R8
M6
B1
R9
DRUG TEST
154
ZONE 7
ZONE 8B
ZONE 8A
DIRECTOR
155
ZONE 9B
ZONE 9A
BREAK/
COPY
156
MARKETING
157
A1
A2
OFFICE
159
A3
A4
VEHICLE
DRIVE?AISLE
?
136
UP
A5
A6
LOBBY
160
A7
S
LOST &
FOUND
163
A8
C.1
ZONE 3
ZONE 6
ZONE 10
?
FARE ROOM
?
164
BUS
PARKING 4
145
BUS
PARKING 1
138
B3
A9
WASH
EQUIP/
COMPRESSOR
166
A10
B4
ZONE 2
VEHICLE
BYPASS
152
ZONE 5
BUS WASH
153
A11
BUS
PARKING 2
140
BUS
PARKING 5
147
WATER
ENTRY
167
DESIGN DEVELOPMENT
B2
JACKSON, WYOMING
VESTIBULE
162
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
VESTIBULE
161
A12
ELEC EQUIP
168
WALKWAY
158
NOT FOR
CONSTRUCTION
B5
A13
ZONE 1
ELEC
SWITCH
GEAR
169
ZONE 4
BUS
PARKING 6
149
BUS
PARKING 3
142
A14
A15
UP
B6
A16
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
D.5
4/1/2013 10:38:04 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
E.5
F.9
G.1
H.5
1
J.5
L.9
N.1
T
3123
HYDRONIC ZONING
PLAN
HYDRONIC ZONING PLAN
SCALE: 1/16" = 1'-0"
M-302
M
N N.1
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
L
M6
M6
R9
B1
B1
2" HWR
HYDRONICS TO BE
ROUTED ABOVE
DUCTWORK
2" HWS
20x18 SA/18x18 RA DN TO
SERVE OFFICE ZONES
ON LOWER LEVEL
m GR UP
e
d e s i g n
18x16 RA
K
L
L.1
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
M
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A1
A1
M4.5
2" HWS
2" HWR
A2
A2
60x36 SA
M5
M5
60x36 EA
UP TO
RH-1
60x36 OA
ERV-1
72x16 SA
A3
A3
24x16 RA
54x36 RA
L.1
4" HWR
4" HWS
84x48 EA UP TO RH-3
2" HWS 2" HWR
8
x1
0
2
A5
76x32 SA
76x32 EA
56x20 RA
ERV-2
38x28 SA
BP-1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
B-1
L-2
SA & RA TO SERVE
OFFICE ZONE
38x28 OA
ERV-2
62x14 EA
UP TO
RH-2
BD
38x28 RA
BP-2
B-2
HWP-2
ERV-2
A7
L.9
A7
76x32 RA
BP-3
BD
42x18 SA
4" HWS
90x34 SA
AS-1
4" HWR
B-3
K.9
K.9
HWP-3
GF-1
288x96 OA PLENUM
ET-1
L
M6
M6
B2
A8
144x84 OA PLENUM
B2
A8
L-1
M
A8
N
K
L.9
M
ENLARGED MECHANICAL MEZZANINE - HVAC PLAN
SCALE: 1/4" = 1'-0"
L
L.1
N N.1
2
ENLARGED MAINTENANCE MEZZANINE - HVAC PLAN
SCALE: 1/4" = 1'-0"
L.9
M
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
3123
CHECKED BY: Checker
ENLARGED
MECHANICAL PLANS
4/1/2013 10:38:06 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
1
L.1
NOT FOR
CONSTRUCTION
B1
B1
L
DESIGN DEVELOPMENT
HWP-1
JACKSON, WYOMING
38x28 EA
SWH-2
A5
1 1/4" HWR
3" HWR
3" HWS
1 1/4" HWS
2" HWS/R DN
SA
M-401
H
H
H
JJJ
H.3
H.3
H.5
K
K
K
J.5
M4
M5
M4
M4
M5
M5
T.O. PARAPET (DRIVE AISLE)
135' - 0"
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
H.3
T.O. PARAPET (DRIVE AISLE)
135' - 0"
DRIVE AISLE BOTTOM OF DECK
133' - 0"
T.O. PARAPET
124' - 0"
MANUAL VOLUME
DAMPER TYPICAL
OF ALL BRANCH
DUCTS IN
MAINTENANCE
ZONE
MANUAL VOLUME
DAMPER, TYPICAL
OF ALL SUPPLY
BRANCH
TAKEOFFS IN
MAINTENANCE
ZONE
MAINTENANCE MEZZANINE
119' - 10"
T.O. PARAPET
124' - 0"
m GR UP
e
d e s i g n
MAINTENANCE MEZZANINE
119' - 10"
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
Level 2 (RESIDENTIAL)
110' - 0"
DIFFUSER
www.megroup.com
Job #: 755.011
DIFFUSER
High Performance Building Consultants
LEVEL 1
100' - 0"
LEVEL
Level11
0"
100'100'- -0"
T.O Footing
96' - 0"
SCALE: 1/8" = 1'-0"
DESIGN DEVELOPMENT
2
JACKSON, WYOMING
SCALE: 1/8" = 1'-0"
SINGLE GRILLE SUPPLY DROP DETAIL
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
1
DUAL GRILLE SUPPLY DROP DETAIL
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
MECHANICAL
DETAILS
4/1/2013 10:38:07 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
M-501
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
HANGER ROD SCHEDULE
PIPE SIZE
ROD SIZE
PIPE SIZE
ROD SIZE
UP TO 2"
3/8" DIA.
4" - 5"
5/8" DIA.
2 1/2 - 3"
1/2" DIA.
6" - 12"
7/8" DIA.
HANGER ROD
HANGER ROD
LOCKING NUT
LOCKING NUT
HEAVY DUTY
CLEVIS HANGER
3"x3"x3/16"
ANGLE WELDED
TO BAR JOISTS
AIR OUT
OUT
VAPOR
BARRIER
INSULATION
FLANGED
CONNECTION
ON SIDE
WASHER
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
1 1/2" MIN. TO 3" MAX.
INSTALLED 6" NORMAL
W/ MATERIAL TAUT
www.megroup.com
Job #: 755.011
High Performance Building Consultants
NOTES:
1. COORDINATE ALL CONNECTIONS TO BUILDING STRUCTURE
WITH STRUCTURAL ENGINEER PRIOR TO INSTALLATION.
2. ALL-THREAD ROD AND ANGLE SIZING ARE FOR REFERENCE
ONLY. CONTRACTOR SHALL VERIFY SIZING WITH ACTUAL
EQUIPMENT BEING INSTALLED.
TYPICAL PIPE SUPPORT
2
SCALE: NO SCALE
AIR SEPARATOR
TYPICAL FLEXIBLE
DUCT CONNECTIONS
3
SCALE: NO SCALE
SCALE: NO SCALE
DISCHARGE
PIPE
LOW VELOCITY
RECTANGULAR DUCT
SUCTION PIPE
EXHAUST FAN, SEE
SCHEDULE FOR CAPACITY
AND CONFIGURATION.
BUTTERFLY
VALVE
NON SLAM
CHECK
VALVE
PRESSURE
GAUGE
INSULATED FLEXIBLE DUCT.
5'-0" MAXIMUM
SPRING
ISOLATOR
1/4" NEOPRENE
GASKET BETWEEN
DUCT AND FAN
FLEXIBLE
CONNECTOR
SUCTION DIFFUSER
WITH STRAINER
ISOLATION FRAME
CONCRETE PAD
SECURE EXHAUST FAN TO
PREFABRICATED INSULATED
ROOF CURB
EXTEND DUCTWORK
OVER TOP OF CURB,
SECURE DUCTWORK
TO CURB NAILER
CURB WITH TREATED WOOD
NAILER PROVIDED BY FAN
MANUFACTURER
SECURE CURB TO
ROOF WITH SCREWS,
PINS, OR BOLTS
INERTIA
PAD
INSULATION
SQUARE TO ROUND ADAPTER
(WHERE APPLICABLE)
SHEET METAL BAND
CONICAL TRANSITION TAKE-OFF
ACOUSTICAL TILE CEILING
VOLUME DAMPER
NOTES:
1. ACOUSTICAL TILE CEILING SHOWN.
GYP. BOARD CEILING SIMILAR.
NOTES:
1. BASED MOUNTED PUMP PIPING SHOWN. CLOSED COUPLE PUMP
SIMILAR.
2. OMIT ISOLATION FRAME FOR CLOSED COUPLE PUMP. BOLT PUMP
DIRECTLY TO CONCRETE PAD.
3. PROVIDE PRESSURE TEMPERATURE TAPS IN PUMP INLET & PUMP
DISCHARGE FLANGES
ROOF OPENING AND
ANGLE IRON FRAME,
FASTEN SECURELY
TO ROOF AND
DUCTWORK
ROOF DECK
COUNTER BALANCED
BACKDRAFT DAMPER
FACTORY INSTALLED
IN ROOF CURB
5
6
SCALE: NO SCALE
R
HW
PRESSURE GAGE
& SIPHON
BASE MOUNTED
PUMP DETAIL
7
SCALE: NO SCALE
EXHAUST FAN DETAIL
SCALE: NO SCALE
S
TO SYSTEM
PRESSURE SWITCH
VIBRATION
ISOLATORS
(TYP.)
BALANCING VALVE
PRESSURE GAUGE
FULL-SIZE DISCHARGE PIPE
FROM SYSTEM RELIEF VALVE
GAGE COCK (TYP.)
THERMOMETER WELL
(TYP.)
MANUAL AIR VENT
THERMOMETER
SHUT-OFF VALVE
CHECK VALVE
CHEMICAL FEEDER
CHECK VALVE
BALANCING
VALVE
S
HW
TAPS FOR PRESSURE
GAUGE (TYP.)
BALL
VALVE
(TYP.)
W
LO
F
AIR
DESIGN DEVELOPMENT
SCALE: NO SCALE
TYPICAL ROUND FROM
RECTANGULAR TAKE−OFF DETAIL
JACKSON, WYOMING
TYPICAL CEILING
DIFFUSER DETAIL
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
LOW VELOCITY
ROUND BRANCH DUCT
1/2"
4
m GR UP
e
d e s i g n
SHEET METAL
AS SPECIFIED
FOR DUCTWORK
SHEET METAL
AS SPECIFIED
FOR DUCTWORK
SINGLE HORIZONTAL RUNS
WITH VAPOR BARRIER INSULATION
SINGLE HORIZONTAL RUNS
NO VAPOR BARRIER INSULATION
FLEXIBLE
MATERIAL
SPECIFIED
1 1/2"
POCKET SLIP
DUCT
DRAIN
VALVE WITH
HOSE
CONNECTION
16 GAGE ZINC COATED
SHEET STEEL SADDLE
SHIELD AT LEAST 12" LONG
1
BOLT ON 4" CENTER
CLEVIS HANGER
ADJUST SO TANK
MAY BE REMOVED
FROM LINE. (TYPICAL)
WATER
SUPPORT NUT
INSULATION WHERE
SPECIFIED SHALL
BUTT AGAINST
PIPE HANGERS
UNION
1" FLANGE & HEM
IN
SUPPORT NUT
PIPE
1"x1/8" BAND IRON
WATER
1/2" ALLTHREADED
ROD
HEAVY DUTY
CLEVIS HANGER
1 1/4" TO
EXPANSION
TANK
UNION (TYP.)
CONTROL VALVE
(ADJ. TO REGULATE
CHEMICAL FEED).
GATE VALVE (TYP.)
DRAIN VALVE W/
3/4" HOSE
CONNECTION
FLOOR
BALANCING VALVE
UNION (TYP.)
CHECK VALVE
UNION
LOW
WATER/GLYCOL
MIX CUT-OFF
SWITCH
STORAGE DRUM W/ LID
STRAINER W/ DRAIN
VALVE & 3/4" HOSE
CONNECTION
PUMP
NOT FOR
CONSTRUCTION
1/2"
FROM SYSTEM
4" CONCRETE PAD
8
UNIT HEATER − HOT WATER
SCALE: NONE
9
INLINE PUMP DETAIL
11
SCALE: NONE
10
CHEMICAL FEEDER
SCALE: NO SCALE
DRAIN VALVE W/
HOSE CONNECTION
GLYCOL FEEDER ASSEMBLY
SCALE: NONE
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
MECHANICAL
DETAILS
4/1/2013 10:38:08 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
M-502
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
CONCRETE SLAB
EXPANSION JOINT
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
SLAB
INSULATION,
TYP.
WIRE MESH, REBAR
OR STAPLE TO RIGID
FOAM
WIRE TIE
RADIANT TUBING, TYP.
SUB SOIL
DESIGN DEVELOPMENT
JACKSON, WYOMING
SCALE: NO SCALE
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
1
RADIANT FLOOR DETAIL
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
MECHANICAL
DETAILS
4/1/2013 10:38:09 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
M-503
MARK
SERVES
MANUF. &
WEIGHT
LxWxH (IN)
(LBS)
SUPPLY FAN INFORMATION
RETURN FAN INFORMATION
AHU SECTION
MODEL OR EQUAL
AHU-1
DIMENSIONS
TRANE
TYPE
CFM
RPM
B.H.P.
HP
MIN.
MIN.
E.S.P.
OUTSIDE AIR
" wg.
(CFM)
TYPE
CFM
EVAP COOLING COIL
RPM
B.H.P.
HP
HW HEATING COIL
MIN.
MAX. COIL
CAPACITY
EAT
LAT
MAX. COIL
E.S.P.
FACE VEL.
TOTAL
SENS.
(DEG F)
(DEG F)
FACE VEL.
" wg.
(FPM)
(MBH)
(MBH)
DB
WB
DB
WB
(FPM)
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
AIR HANDLING UNIT SCHEDULE
ELECTRICAL DATA
OUTPUT
EAT
LAT
EWT
LWT
GPM
CAPACITY
MCA
MOPD
V/PH/HZ
(MBH)
FANS
OFFICE/ADMIN
205x80x67
4113
AF
12000
1725
11.186
15
3.0
1800
PLENUM
12000
1725
10.167
15
2.0
498
302.88
302.86
84.1
55.2
55
43.9
481
45
55
140
120
11.3
104
47.69
68.69
460/3/60
LIGHT CIRCUIT
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
3.26
5.87
120/1/60
POWER RECEPTACLE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
10.00
18.00
120/1/60
NOTES:
1. PROVIDE ROOF TOP UNIT WITH NATURAL GAS HEATING COIL, 2" FILTERS, SERVICE OUTLET, SINGLE POINT ELECTRICAL CONNECTION, ROOF CURB, DUCT SMOKE DETECTORS, AND PHASE AND BROWN OUT PROTECTION.
2. UNIT SELECTED AT 6300 FT. ABOVE SEA LEVEL.
3. HW TEMPERATURES ARE 140ºF EWT, 110ºF LWT, 40% PROPYLENE GLYCOL.
4. DX COOLING COILREFRIGERANT TYPE IS R-410A.
m GR UP
e
d e s i g n
ENERGY RECOVERY VENTILATOR SCHEDULE
MARK
WHEEL HP WHEEL AIR TEMPS (DEG. F)
FAN INFORMATION
HP
RETURN
MIN E.S.P.
AIR CFM
"WG
3.5
(2) 15
(2) 12,395
3.0
(2) 15
3.5
(4) 15
(4) 13,500
3.0
(4) 15
(1) 15
(1) 11,000
1.5
1,710
SERVES
LOCATION
SUPPLY
MIN E.S.P.
AIR CFM
"WG
ERV-1
BUS STORAGE
MECH MEZZ
(2) 13,000
ERV-2
MAINTENANCE
MAINT MEZZ
(4) 13,500
(1) 11,000
ERV-3
RESIDENTIAL ROOF
RESIDENTIAL WING
1,900
0.75
HP
EAT SUMMER
HP
DB
DB
WB
EFFICIENCY
ELEC DATA
HEAT
LAT
LAT
SUMMER/
FLOW
DB (F)
DB (F)
WINTER
(GPM)
EWT
LWT
(FT)
48.47
140
109
140
140
LAT WINTER
WB
HW COIL
PREHEAT
WPD
ARRANGEMENT
OA INTAKE
SA DISCHARGE
RA INTAKE
EA DISCHARGE
POSITION
POSITION
POSITION
POSITION
WxLxH (IN)
(LBS)
FRONT
TOP
143x250x137
13,700
1,6,8
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
FRONT
FRONT
TOP
15,290
2,6,8
www.megroup.com
BOTTOM
BOTTOM
SIDE
2,000
3,5,8
V/PH/HZ
MCA
MOCP
10
460/3/60
83
100
SIDE
FRONT
109
10
460/3/60
186
200
BACK
109
10
208/3/60
80.3
90
FRONT
DIMENSIONS
WEIGHT
NOTES:
(1) 15
0.75
1.5
NA
30.0
53x101x53
Job #: 755.011
NOTES:
1.
PROVIDE ENERGY RECOVERY VENTILATOR EQUAL TO ANNEX AIR MODEL XXX WITH ENERGY RECOVERY WHEEL, MOTORIZED OUTDOOR AND EXHAUST AIR DAMPER, CO2 SENSOR, DIRTY FILTER SENSORS, MERV 8 PRE- AND MERV 13 FINAL FILTERS.
2.
PROVIDE ENERGY RECOVERY VENTILATOR EQUAL TO ANNEX AIR MODEL XXX WITH ENERGY RECOVERY WHEEL, MOTORIZED OUTDOOR AND EXHAUST AIR DAMPER, CO2 SENSOR, DIRTY FILTER SENSORS, MERV 8 PRE- AND MERV 13 FINAL FILTERS.
3.
PROVIDE ENERGY RECOVERY VENTILATOR EQUAL TO VENMAR HRV.
4.
PROVIDE WITH EVAPORATIVE COOLING, ELECTRIC PREHEAT, HW HEAT, EXHAUST DISCHARGE GRAVITY BACKDRAFT DAMPER, BIRDSCREEN, VFDS ON SUPPLY AND EXHAUST FANS, AND DISCONNECT.
5.
OUTSIDE AIR DESIGN TEMPS ARE 84/59 DEG F DB/WB SUMMER AND -15 DEG F. WINTER. EXHAUST AIR TEMPS ARE 75/62 DEG F. DB/WB SUMMER AND 72/55 DEG F. DB/WB IN WINTER.
6.
OUTSIDE AIR DESIGN TEMPS ARE 84/59 DEG F DB/WB SUMMER AND -15 DEG F. WINTER. EXHAUST AIR TEMPS ARE 84/55 DEG F. DB/WB SUMMER AND 50 DEG. F. DB WINTER.
7.
PROVIDE ERV WITH EVAPORATIVE COOLING SECTION.
8.
ALL ERV SELECTIONS ARE AT AN ELEVATION OF 6237 FT.
LOUVER SCHEDULE
PUMP SCHEDULE
MAX VEL @
MIN FREE
PUMP
HEAD
SIZE
AIRFLOW
FREE AREA
AREA
MARK
MODEL OR EQUAL
SERVES
TYPE
LOCATION
GPM
EFFIC.
(FT.)
RPM
BHP
HP
VOLTS/PH/HZ
(LBS)
NOTES:
(WxH INCH)
(CFM)
(FPM)
(SQ FT)
HWP-1
BELL & GOSSET 1510 1-1/2 BC
HEATING HOT WATER
BASE MOUNTED-END SUCTION
BOILER ROOM
110
62.4%
80
1750
3.59
5
460/3/60
210
1,2,3,4,5,6
144x84
38000
823
46.18
HWP-2
BELL & GOSSET 1510 1-1/2 BC
HEATING HOT WATER
BASE MOUNTED-END SUCTION
BOILER ROOM
110
62.4%
80
1750
3.59
5
460/3/60
210
1,2,3,4,5,6
REFER TO ARCH
288x96
65000
783
82.97
HWP-3
BELL & GOSSET 1510 1-1/2 BC
HEATING HOT WATER (FUTURE)
BASE MOUNTED-END SUCTION
BOILER ROOM
110
62.4%
80
1750
3.59
5
460/3/60
210
1,2,3,4,5,6
REFER TO ARCH
84x72
18000
785
22.94
BP-1
BELL & GOSSET 80 3X3X7B
BOILER PUMP
INLINE
BOILER ROOM
118
67.5%
20
1750
0.89
1
208/3/60
78
1,2,5,6
1.16
BP-2
BELL & GOSSET 80 3X3X7B
BOILER PUMP
INLINE
BOILER ROOM
118
67.5%
20
1750
0.89
1
208/3/60
78
1,2,5,6
BP-3
BELL & GOSSET 80 3X3X7B
BOILER PUMP (FUTURE)
INLINE
BOILER ROOM
118
67.5%
20
1750
0.89
1
208/3/60
78
1,2,5,6
MARK
MANUFACTURER
MODEL
SERVES
FINISH
L-1
GREENHECK
EDD-601
ERV-1 & AHU-1 OA INTAKE
REFER TO ARCH
L-2
GREENHECK
EDD-601
ERV-2 OA INTAKE
L-3
GREENHECK
EDD-601
CNG BUILDING INTAKE
L-4
GREENHECK
L-5
L-6
NOTES:
High Performance Building Consultants
EDD-601
WASH EQUIP/COMPRESSOR
REFER TO ARCH
18x24
840
724
GREENHECK
EDD-601
ELEC SWITCH GEAR
REFER TO ARCH
36x30
2545
753
3.38
GREENHECK
EDD-601
ELECTRICAL STORAGE CNG
REFER TO ARCH
30x18
1070
863
1.24
MANUFACTURER&
MOTOR
WEIGHT
NOTES:
1. PROVIDE WITH BIRDSCREEN ON OUTSIDE OF LOUVER.
2. PROVIDE WITH MOTORIZED DAMPER TO INTERLOCK WITH FAN.
1. PROVIDE ALL PIPING ACCESSORIES AS PER PUMP PIPING DETAIL.
3. COORDINATE EXACT LOCATION AND BLANK OFF OF EXISTING WITH ARCHITECTURAL.
2. PROVIDE VARIABLE FREQUENCY DRIVE WITH ISOLATION BYPASS AND INTEGRAL DISCONNECT SWITCH.
4. PROVIDE WITH BIRDSCREEN ON INSIDE OF LOUVER FOR CLEANING.
3. PROVIDE WITH NEMA PREMIUM EFFICIENCY MOTOR.
4. PROVIDE WITH 4" HOUSEKEEPING PAD AND GROUTED BASE.
5. PROVIDE PUMP SELECTION FOR 40% PROPYLENE GLYCOL.
BOILER SCHEDULE
OUTPUT
OUTPUT @
FLOW
(MBH)
(MBH)
SITE (MBH)
(GPM)
2,500
2,375
1,775
118
NG
2,500
2,375
1,775
118
NG
2,500
2,375
1,775
118
FUEL
PATTERSON KELLY C2500
HW SYSTEM
NG
B-2
PATTERSON KELLY C2500
HW SYSTEM
B-3
PATTERSON KELLY C2500
HW SYSTEM (FUTURE)
MODEL OR EQUAL
EWT
DIMENSIONS
WEIGHT
LxWxH (IN)
(LBS)
58x32x79
1600
1,2,3,4
120/1/60
58x32x79
1600
1,2,3,4
120/1/60
58x32x79
1600
1,2,3,4
LWT
WATER VOL.
WPD
V/PH/HZ
F
F
(GAL.)
PSI
110
140
19
4
120/1/60
110
140
19
4
110
140
19
4
NOTES:
NOTES
FAN SCHEDULE
MARK
MANUFACTURER
MODEL
SERVES
TYPE
CFM
ESP
(IN WC)
MOTOR
(HP)
MOTOR
(RPM)
DRIVE
BACKDRAFT
DAMPER
WEIGHT
VOLT/PH/HZ
NOTES
1.
PROVIDE CONDENSING GAS BOILER WITH BOILER CIRULATION PUMP AND ISOLATION VALVES.
2.
PROVIDE WITH VENTLESS GAS REGULATOR AND EMERGENCY POWER OFF SWITCH.
EF-1
GREENHECK
G-103HP-VG
ADMIN RESTROOMS
CENTRIFUGAL DOWNBLAST
775
0.50
1/2
2500
DIRECT
NONE
52
115/1/60
1,2
3.
SELECT BOILER FOR SITE ELEVATION = 6,300 FT ABOVE SEA LEVEL BASED ON 4% DERATE/1,000 FT ELEV.
EF-2
GREENHECK
G-098-A
MAINTENANCE RESTROOMS
CENTRIFUGAL DOWNBLAST
560
0.50
1/4
1725
DIRECT
NONE
46
115/1/60
1,2
4.
PROVIDE WITH VENT/FLUE KIT AND CONDENSATE NEUTRALIZATION KIT.
EF-3
GREENHECK
CW-065-VG
BATTERY STORAGE
SIDEWALL CENTRIFUGAL
200
0.25
1/6
1725
DIRECT
NONE
36
115/1/60
1
EF-4 - EF-15
BROAN
XB-80
RESIDENTIAL RESTROOMS
CEILING EXHAUST
80
0.25
7.6W
-
DIRECT
GRAVITY
22
115/1/60
3,4
EF-16
GREENHECK
G-103-A
CNG- COMPRESSOR ROOM
CENTRIFUGAL DOWNBLAST
1300
0.50
1/3
1725
DIRECT
GRAVITY
46
115/1/60
5
EF-17
GREENHECK
CW-161-B
ELEC SWITCH GEAR
CENTRIFUGAL SIDEWALL
2545
0.25
1/2
1725
DIRECT
GRAVITY
92
208/3/60
EF-18
GREENHECK
G-099-A
ELECTRICAL STORAGE CNG
CENTRIFUGAL DOWNBLAST
1070
0.25
1/4
1725
DIRECT
NONE
53
115/1/60
TF-1
GREENHECK
SQ-100-A
WASH/EQUIP COMPRESSOR
CENTRIFUGAL INLINE
840
0.25
1/4
1725
DIRECT
NONE
58
115/1/60
RADIANT HEAT MANIFOLD SCHEDULE
DESIGN
AREA
HEATING
HEATING
FLOW
COVERED
LOAD
LOAD
MANIFOLD NO.
SERVES
(GPM)
(FT²)
MBH
(BTH/SF)
RHM-1
BUS PARKING
15.2
3686
136
36.8
RHM-2
BUS PARKING
15.0
3631
134
36.8
1. ALL CAPACITIES ARE SIZED AT 6,237 FT.
RHM-3
BUS PARKING
14.5
3513
129
36.8
2. PROVIDE WITH MANUFACTURER'S ROOF CURB.
RHM-4
BUS PARKING
17.2
4166
153
36.8
3. PROVIDE WITH WALL CAP AND GRAVITY DAMPER.
RHM-5
BUS PARKING
16.9
4103
151
36.8
RHM-6
BUS PARKING
16.4
3970
146
36.8
RHM-7
DRIVE AISLE
16.1
3894
143
36.8
RHM-8A
DRIVE AISLE
12.8
3107
114
36.8
RHM-8B
DRIVE AISLE
12.8
3107
114
36.8
RHM-9A
DRIVE AISLE
15.4
3734
137
36.8
RHM-9B
DRIVE AISLE
15.4
3734
137
36.8
RHM-10
WASH BAY
15.3
3717
137
36.8
5
NOTES:
4. INTEGRATE WITH ROOM LIGHT SWITCH.
5. PROVIDE AS SPARK RESISTANT CONSTRUCTION, AND EXPLOSION PROOF: GREENHECK TYPE A.
HOT WATER UNIT HEATER SCHEDULE
MARK
MANUFACTURER
MODEL
SERVES
TYPE
CFM
MBH
GPM
MOTOR
(W)
VOLT/PH/HZ
NOTES
RHM-11
MAINTENANCE AREA
11.9
2883
106
36.8
RHM-12
MAINTENANCE AREA
13.2
3211
118
36.8
UH-1
TRANE
S-A08
WASH EQUIP/COMPRESSOR
VERTICAL
245
5.2
0.8
16W
120/1/60
1,2
RHM-13A
MAINTENANCE AREA
14.2
3444
127
36.8
UH-2
TRANE
S-A08
WASH EQUIP/COMPRESSOR
VERTICAL
245
5.2
0.8
16W
120/1/60
1,2
RHM-13B
MAINTENANCE AREA
14.2
3444
127
36.8
UH-3
TRANE
S-A08
WATER ENTRY
VERTICAL
245
5.2
0.8
16W
120/1/60
1,2
RHM-14A
MAINTENANCE AREA
10.9
2645
97
36.8
RHM-14B
MAINTENANCE AREA
10.9
2645
97
36.8
RHM-15A
MAINTENANCE AREA
8.7
2100
77
36.8
RHM-15B
MAINTENANCE AREA
10.8
2621
96
36.8
RHM-16
MAINTENANCE AREA
8.9
2156
79
36.8
286.8
69511
2559
36.8
BUILDING SYSTEM TOTAL:
NOTES:
1. CAPACITIES ARE AT 6237 FT.
2. HEATING CAPACITIES ARE BASED ON 100% WATER, 140°F EWT, 110°F LWT, 60°F EAT.
ROOF HOOD SCHEDULE
MARK
MANUFACTURER &
GENERAL NOTES
1. HEATING WATER: EWT=140F, 30F TEMPERATURE DIFFERENTIAL.
2. CONTRACTOR TO VERIFY LOOP LENGTHS PRIOR TO INSTALLATION.
3. BALANCE MANIFLODS ACCORDING TO MANUFATURER'S RECOMMENDATIONS.
4. 5/8", HEPEX TUBING INSTALLED IN CONCRETE SLAB, REFER TO SPECIFICATION 238316.
SERVES
LOCATION
CFM
A.P.D.
AREA
VELOCITY
(SQ. FT.)
MODEL OR EQUAL
SIZE
WEIGHT
LxWxH (IN)
(LBS)
NOTES
RH-1
GREENHECK FGR
ERV-1 EA DISCHARGE
ROOF
26000
0.1
35.75
727
111x99x29.5
530
1
RH-2
GREENHECK FGR
AHU-1 RELIEF
ROOF
15000
0.1
19.25
779
87x70x23
169
1
RH-3
GREENHECK FGR
ERV-2 DISCHARGE
ROOF
65000
0.1
78
833
195x121x36.5
266
1
RH-4
GREENHECK FGR
NG COMPRESSOR RELIEF
ROOF
18000
0.1
22.5
800
111x64x19
244
RH-5
GREENHECK FGR
NG COMPRESSOR RELIEF
ROOF
18000
0.1
22.5
800
111x64x19
244
5. MANIFOLDS SHALL BE UPONOR CLASSIC ASSEMBLY WITH BALANCING AND ISOLATION VALVES
DESIGN DEVELOPMENT
B-1
INPUT
SERVES
JACKSON, WYOMING
MANUFACTURER &
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
MARK
6. PUMP IS SIZED FOR 100% OF FLOW AND SHALL BE SELECTED TO OPERATE IN LEAD/LAG PUMPING SYSTEM.
NOTES:
1. PROVIDE WITH BIRDSCREEN, ROOF CURB, AND BACKDRAFT DAMPER.
VAV BOX SCHEDULE
MARK
MANUFACTURER
MODEL
SERVES
INLET
("Ø)
MIN
(CFM)
MAX
(CFM)
MBH
GPM
VAV-01
PRICE
SPV
DIRECTOR 155
6
105
350
10.9
0.73
VAV-02
PRICE
SPV
BREAK/COPY 156
6
67.5
225
7.0
0.47
VAV-03
PRICE
SPV
OFFICE 157,159
8
124.5
415
12.9
0.86
VAV-04
PRICE
SPV
LOBBY 1ST FLOOR
16
668.1
2227
69.4
4.62
VAV-05
PRICE
SPV
LOCKERS 207
6
60
200
6.2
0.42
VAV-06
PRICE
SPV
LOBBY 2ND FLOOR
16
906
3020
94.1
6.27
VAV-07
PRICE
SPV
TRAINING 207
16
709.5
2365
73.7
4.91
VAV-08
PRICE
SPV
BOOKKEEPING 213A
6
99
330
10.3
0.69
VAV-09
PRICE
SPV
QUIET 210, 211
8
138
460
14.3
0.96
VAV-10
PRICE
SPV
HALL 206
8
195
650
20.2
1.35
VAV-11
PRICE
SPV
SUPERS 213
12
405
1350
42.1
2.80
1
DESIGN DEVELOPMENT
4/18/13
VAV-12
PRICE
SPV
DRIVERS 213
16
900
3000
93.5
6.23
No
REVISION/SUBMISSION
DATE
VAV-13
PRICE
SPV
BREAK 214
8
150
500
15.6
1.04
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
VAV-14
PRICE
SPV
FARE ROOM 164
6
45
150
4.7
0.31
PROJECT No:
CHECKED BY: Checker
1. ALL CAPACITIES ARE AT 6237 FT.
2. HEATING COIL CAPACITIES BASED ON 100% WATER, 140°F EWT, 110°F LWT, 55°F EAT, 85°F LAT, AND MAXIMUM CFM.
4/1/2013 10:38:10 AM
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
NOTES:
DRAWN BY: Author
NOT FOR
CONSTRUCTION
3123
MECHANICAL
SCHEDULES
M-601
FINNED TUBE BASEBOARD HEATER SCHEDULE
MARK
MANUFACTURER
MODEL
SERVES
MBH/SF
GPM
ELEMENT
LENGTH
(FT-IN)
BBH-1
VULCAN
LC-209
RESIDENTIAL AND RESTROOMS
1.14
4
CAB LENGTH - 6"
CABINET
LENGTH
(FT-IN)
FIN SIZE
("H x "W)
PIPE SIZE
("Ø)
FINS LF
WPD LF
NOTES
SEE PLANS
10-11/16"x3-1/8"
1-1/4"
50
NA
1,2
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
NOTES:
1. ALL CAPACITIES ARE AT 6621 FT
2. HEATING CAPACITIES BASED ON 100% WATER, 140°F EWT, 110°F LWT, 60°F EAT.
GRILLE, REGISTER, & DIFFUSER SCHEDULE
MARK
MANUFACTURER
MODEL
FACE
NECK
SIZE
SIZE
MATERIAL
DESCRIPTION
FRAME TYPE
COLOR
SD-1
PRICE
SCD
24x24
SEE PLANS
STEEL
3-CONE LOUVERED FACE
LAY-IN
WHITE
SG-1
PRICE
520
NECK + 2-1/2"
SEE PLANS
ALUMINUM
3/4" SPACING ADUSTABLE LOUVER
SURFACE
WHITE
SG-2
PRICE
LBPH 26C
4"
SEE PLANS
ALUMINUM
15 DEG DEFLECTION 7/16" SPACING BAR GRILLE
SURFACE
WHITE
SG-3
PRICE
SDGE
NECK + 2"
SEE PLANS
ALUMINUM
DOUBLE DEFLECTION DUCT GRILLE
SURFACE
WHITE
RG-1
PRICE
PDDR
24"x24"
SEE PLANS
STEEL
PERFORATED FACE DUCTED RETURN
LAY-IN
WHITE
RG-2
PRICE
535
NECK + 2-1/2"
SEE PLANS
ALUMINUM
1/2" SPACING 45 DEG. FIXED LOUVER
SURFACE
WHITE
EG-1
PRICE
PDDR
24x24
SEE PLANS
ALUMINUM
PERFORATED FACE DUCTED RETURN
LAY-IN
WHITE
NOTES
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
1
NOTES:
1. PROVIDE WITH O.B.D.
www.megroup.com
Job #: 755.011
High Performance Building Consultants
EXPANSION TANK SCHEDULE
MARK
MANUFACTURER
MODEL
ET-1
SERVES
TYPE
HYDRONIC HOT WATER
VERTICAL
TANK
ACCEPTANCE
CHARGE
VOLUME
VOLUME
PRESSURE
DIMENSIONS
WEIGHT
(GALLONS)
(GALLONS)
(PSI)
("Ø x "H)
(LBS)
NOTES
NOTES:
1.
AIR/HYD SEPARATOR SCHEDULE
SERVES
MARK
AS-1
MANUFACTURER
MODEL
SPIROTHERM
SPIROVENT VDN600
GPM
HEATING WATER
MAX PD
OPENINGS
(FT HD)
(IN.)
5
6
180
NOTES
1
NOTES:
1. PROVIDE WITH REMOVABLE STRAINER.
ELECTRIC UNIT HEATER SCHEDULE
MARK
SERVES
E.A.T.
L.A.T
(DEG. F)
(DEG. F)
CNG-COMPRESSOR ROOM
45
85
UHXA-05
CNG-ELECTRICAL/STORAGE
45
TRANE
UHXA-15
CNG-OFFICE
EUH-4
TRANE
UHXA-05
EUH-5
TRANE
EUH-6
TRANE
MANUFACTURER
MODEL
EUH-1
TRANE
UHXA-05
EUH-2
TRANE
EUH-3
KW
FAN INFORMATION
ELEC. INFORMATION
NOTES
CFM
H.P.
VOLTS/PH/HZ
15
580
1/4
480/3/60
1
85
5
580
1/4
480/3/60
1
45
85
5
2450
1/2
480/3/60
1
VESTIBULE 162
45
85
5
580
1/4
480/3/60
UHXA-05
ELEC EQUIP 168
45
85
5
580
1/4
480/3/60
UHXA-05
ELEC SWITCH GEAR 169
45
85
5
580
1/4
480/3/60
NOTES:
1. ELECTRIC UNIT HEATERS TO BE EXPLOSION PROOF.
2. PROVIDE WITH FACTORY INSTALLED DISCONNECT SWITCH.
GAS UNIT HEATER SCHEDULE
MARK
MANUFACTURER
MODEL
SERVES
MBH
MBH
CAPACITY
INPUT
OUTPUT
(MBH)
FAN INFORMATION
MOTOR HP
CFM
VOLTS/PH/HZ
GUH-1
MODINE
PTC-110
WASH BAY
110
85.9
110
1/3
1750
208/3/60
GUH-2
MODINE
PTC-110
CHASSIS WASH
110
85.9
110
1/3
1750
208/3/60
NOTES:
1. MOUNT AT 13' AFF.
2. PROVIDE WITH VERTICAL CONCENTRIC VENT KIT AND MOTOR PROTECTION CAGE.
2. UNIT DERATED FOR AN ALTITUDE OF 6237 FT.
GLYCOL FEED TANK
SIZE (GAL)
HP
VOLT/PH/HZ
NOTES
GF-1
L.J. WINGERT
HYDRONIC
50
1/3
120/1/60
1
NOTES:
1 50 GALLON POLYETHYLENE TANK WITH 1/3" HINGED PE COVER, CARBON STEEL BOTTOM MOUNT
STAND, NEMA 4X CONTROL PANEL W/ 115V CORD. LOW LEVEL
SWITCH, 1/3 HP GEAR PUMP, PUMP CONTROLLED BY BMS, "PUMP" UNDER TANK WITH AGITATOR.
DESIGN DEVELOPMENT
MOTOR
SERVES
JACKSON, WYOMING
TANK
MODEL OR EQUAL
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
MANUFACTURER &
MARK
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
MECHANICAL
SCHEDULES
4/1/2013 10:38:11 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
M-602
NOTE:
UPPER CASE LETTER DENOTES LUMINAIRES TYPE. LOWER CASE LETTER
ADJACENT TO LUMINAIRE INDICATES SWITCH THAT CONTROLS LUMINAIRES
PANELBOARD, ELECTRICAL DISTRIBUTION PANEL, OR LOAD CENTER
RECESS MOUNTED
ONE LINE AND RISER
ABBREVIATIONS
A
2' X 4' RECESSED FLUORESCENT LUMINAIRE, MOUNTING IS NOTED ON
LUMINAIRE SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED
WITH EMERGENCY BATTERY BACKUP.
A
2' X 4' SURFACE MOUNTED FLUORESCENT LUMINAIRE, MOUNTING IS NOTED ON
LUMINAIRE SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED
WITH EMERGENCY BATTERY BACKUP.
20 AMP, 125V, NEMA 5-20R DUPLEX RECEPTACLE
PANEL
XXX
20 AMP, 125V, NEMA 5-20R QUAD RECEPTACLE
PANEL
20 AMP, 125V, NEMA 5-20R DUPLEX RECEPTACLE, MOUNTED 6" ABOVE
COUNTER AND/OR ABOVE BACKSPLASH, UNLESS OTHERWISE NOTED
20 AMP, 125V, NEMA 5-20R SWITCHED DUPLEX RECEPTACLE
CURRENT TRANSFORMER, RATED AS SPECIFIED OR REQUIRED
A
2' X 2' RECESSED FLUORESCENT LUMINAIRE, MOUNTING IS NOTED ON
LUMINAIRE SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED
WITH EMERGENCY BATTERY BACKUP.
A
2' X 2' SURFACE MOUNTED FLUORESCENT LUMINAIRE, MOUNTING IS NOTED ON
LUMINAIRE SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED
WITH EMERGENCY BATTERY BACKUP.
20 AMP, 125V, NEMA 5-20R DUPLEX FLOOR RECEPTACLE, 3/4" CONDUIT RUN
CONCEALED IN FLOOR SLAB
MOTOR
M
TVSS
20 AMP, 125V, NEMA 5-20R QUAD FLOOR RECEPTACLE, 3/4" CONDUIT RUN
CONCEALED IN FLOOR SLAB
TRANSIENT VOLTAGE SURGE SUPPRESSION
A
GROUND CONNECTION
J
JUNCTION BOX, FLOOR/CEILING MOUNTED
J
JUNCTION BOX, WALL MOUNTED
800A3P
SWITCH, RATING AS SHOWN
1' X 4' RECESSED FLUORESCENT LUMINAIRE, MOUNTING IS NOTED ON
LUMINAIRE SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED
WITH EMERGENCY BATTERY BACKUP.
A
1' X 4' SURFACE MOUNTED FLUORESCENT LUMINAIRE, MOUNTING IS NOTED ON
LUMINAIRE SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED
WITH EMERGENCY BATTERY BACKUP.
FUSE, FUSE AMPACITY AND TYPE AS SHOWN
SPECIAL RECEPTACLE, WALL MOUNTED, CONFIGURATION AS NOTED ON
PLAN
A
1' X 4' WALL MOUNTED FLUORESCENT LUMINAIRE, MOUNTING IS NOTED ON
LUMINAIRE SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED
WITH EMERGENCY BATTERY BACKUP.
A
LINEAR PENDANT FLUORESCENT LUMINAIRE, MOUNTING IS NOTED ON
LUMINAIRE SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED
WITH EMERGENCY BATTERY BACKUP.
FURNITURE FEED RECEPTACLE, WALL MOUNTED, CONFIGURATION AS
NOTED ON PLAN
M
UTILITY METER (AS REQUIRED BY UTILITY)
SAFETY SWITCH, NON-FUSED, 240V, U.N.O.
SAFETY SWITCH, NON-FUSED, 240V, U.N.O.
FUSED DISCONNECT
COMBINATION STARTER/DISCONNECT (SIZE AS INDICATED)
T
T-XX
FURNISHED BY OTHERS
FINISHED FLOOR
FIRE HOSE CABINET
FULL LOAD AMPS
FLOOR
FULL VOLTAGE, NON REVERSING
GD
GFI
GFR
GND
GARBAGE DISPOSAL
GROUND FAULT CIRCUIT INTERRUPTER
(PERSONAL PROTECTION ON DEVICE)
GROUND FAULT PROTECTED FROM UPSTREAM
GFI RECEPTACLE OR CIRCUIT BREAKER
GROUND FAULT RELAY
GROUND
HOA
HPS
HSTAT
HTG
HTR
HAND OFF AUTOMATIC
HIGH PRESSURE SODIUM
HUMIDISTAT
HEATING
HEATER
IG
ISOLATED GROUND
KCMIL
KV
KVA
KVAR
KW
KWH
1000 CIRCULAR MILS
KILOVOLT
KILOVOLT AMPS
KILOVOLT AMPS REACTIVE
KILOWATT
KILOWATT HOUR
TRACK LUMINAIRE, MOUNTING IS NOTED ON LUMINAIRE SCHEDULE
LF
LRA
LINEAR FEET
LOCKED ROTOR AMPS
CEILING MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROWS AS REQUIRED
MATV
MBH
MCA
MCB
MCC
MD
MDP
MFR
MG
MH
MSB
MTD
MW
MASTER ANTENNA TELEVISION SYSTEM
1000 BTU PER HOUR
MINIMUM CIRCUIT AMPACITY
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MOTORIZED DAMPER
MAIN DISTRIBUTION PANEL
MANUFACTURER
MOTOR GENERATOR
MANHOLE
MAIN SWITCHBOARD
MOUNTED
MICROWAVE
SINGLE POLE MOUNTED, EXTERIOR LUMINAIRE
N/A
NIC
N/O,N/C
N/L
NOT APPLICABLE
NOT IN CONTRACT
NORMALLY OPEN, NORMALLY CLOSED
NIGHT LIGHT
DOUBLE POLE MOUNTED, EXTERIOR LUMINAIRE
OC
OV
ON CENTER
OVEN
QUAD POLE MOUNTED, EXTERIOR LUMINAIRE
PDO
PDU
POWER DOOR OPERATOR
POWER DISTRIBUTION UNIT
PH, ø
PIV
PJ
PNL
PT
PHASE
POST INDICATOR VALVE
MOUNTED ON CEILING FOR PROJECTOR
PANEL
POTENTIAL TRANSFORMER
QTY
QUANTITY
RA
RCP
REF
REV
RH
RLA
RPM
RETURN AIR
REFLECTED CEILING PLAN
REFRIGERATOR
REVISION
RELATIVE HUMIDITY
RUNNING LOAD AMPS
REVOLUTIONS PER MINUTE
SA
SD
SF
SPDT
SPST
SP
SWBD
SUPPLY AIR
SMOKE DETECTOR
SQUARE FEET
SINGLE POLE, DOUBLE THROW
SINGLE POLE, SINGLE THROW
STATIC PRESSURE
SWITCHBOARD
TSTAT
TL
TV
TYP
THERMOSTAT
TWISTLOCK
TELEVISION
TYPICAL
U/F
U/G
U/S
UL
UNO
UPS
UNDERFLOOR
UNDERGROUND
UNDER SLAB
UNDERWRITERS LABORATORIES, INC.
UNLESS NOTED OTHERWISE
UNINTERRUPTIBLE POWER SUPPLY
VAC
VAV
VM
VOLTS ALTERNATING CURRENT, VACUUM
VARIABLE AIR VOLUME
VENDING MACHINE
W/
W/O
WP
WT
WITH
WITHOUT
WEATHERPROOF
WATERTIGHT, WEIGHT
XFMR
XP
TRANSFORMER
EXPLOSION PROOF
A
A
FLUORESCENT STRIP TYPE LUMINAIRE, LENGTHS AS NOTED ON LUMINAIRE
SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED WITH
EMERGENCY BATTERY BACKUP.
A
SURFACE MOUNTED DOWNLIGHT, MOUNTING IS NOTED ON LUMINAIRE
SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED WITH
EMERGENCY BATTERY BACKUP.
A
RECESSED MOUNTED DOWNLIGHT, MOUNTING IS NOTED ON LUMINAIRE
SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED WITH
EMERGENCY BATTERY BACKUP.
TRANSFORMER, TYPE AND RATING AS SHOWN
COMBINATION DISCONNECT, WITH RECEPTACLE, REFER TO DRAWING FOR
SIZE
CONDUIT CONNECTION
PHOTOCELL
G
A
SINGLE POLE SWITCH; 3= THREE WAY SWITCH, 4= FOUR WAY SWITCH, K=
KEY SWITCH, D= DIMMER SWITCH, T0= MOTOR RATED SWITCH, HOA=
HAND-OFF-AUTOMATIC
CIRCUIT BREAKER WITH GROUND FAULT PROTECTION
G
CONDUIT
CABLE TELEVISION SYSTEM
CLOSED CIRCUIT TELEVISION
CUBIC FEET PER MINUTE
CIRCUIT
CEILING
COFFEE MAKER
COPPER, CONDENSING UNIT
FBO
FF
FHC
FLA
FLR
FVNR
FUSED DISCONNECT
COMBINATION STARTER/DISCONNECT (SIZE AS INDICATED)
C
CATV
CCTV
CFM
CKT
CLG
CM
CU
EXISTING
EMERGENCY POWER OFF
EXISTING TO REMAIN
PENDANT LUMINAIRE, MOUNTING IS NOTED ON LUMINAIRE SCHEDULE,
HATCHING DENOTES FIXTURE SHALL BE PROVIDED WITH EMERGENCY
BATTERY BACKUP.
PLUGMOLD, REFER TO DRAWING FOR LENGTHS
BELOW FINISHED FLOOR
BREAKER
BOTTOM OF STRUCTURE
BRITISH THERMAL UNIT
(E)
EPO
ETR
MOTOR: HORSEPOWER AS INDICATED ON PLANS OR DIAGRAMS
M
BFF
BKR
BOS
BTU
DIRECT DIGITAL CONTROL
DOWN
DOUBLE POLE, DOUBLE THROW
DOUBLE POLE, SINGLE THROW
DISHWASHER
DIRECT EXPANSION
800A3P
CIRCUIT BREAKER, RATING AS SHOWN
AMPS, AIR (COMPRESSED)
ABOVE COUNTER
ABOVE FINISHED CEILING
AREA FOR EVACUATION ASSISTANCE
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
AMPERE INTERRUPTING CURRENT
ALUMINUM
AUTOMATIC TRANSFER SWITCH
AMERICAN WIRE GAUGE
FOR AUDIO VISUAL MEDIA CABINET
DDC
DN
DPDT
DPST
DW
DX
SPECIAL RECEPTACLE, CONFIGURATION AS NOTED ON PLAN
400A FRN
A
AC
AFC
AFEA
AFF
AFG
AHU
AIC
AL
ATS
AWG
AV
WALL MOUNTED LUMINAIRE, MOUNTING IS NOTED ON LUMINAIRE SCHEDULE,
HATCHING DENOTES FIXTURE SHALL BE PROVIDED WITH EMERGENCY
BATTERY BACKUP.
GFP
FUSE WITH GROUND FAULT PROTECTION
COMMUNICATIONS
A
WALL WASH LUMINAIRE, MOUNTING IS NOTED ON LUMINAIRE SCHEDULE,
HATCHING DENOTES FIXTURE SHALL BE PROVIDED WITH EMERGENCY
BATTERY BACKUP.
GROUND CONNECTION WITH TEST WELL
JUNCTION BOX FOR INSTALLATION OF COMMUNICATION OR DATA OUTLET,
MOUNTED 18" AFF, UNLESS OTHERWISE NOTED. INSTALL 1" CONDUIT FROM
BOX TO 3" INTO ACCESSIBLE LOCATION ABOVE FINISHED CEILING.
GROUND ROD
A
RECESSED STEP LIGHT LUMINAIRE, MOUNTING IS NOTED ON LUMINAIRE
SCHEDULE, HATCHING DENOTES FIXTURE SHALL BE PROVIDED WITH
EMERGENCY BATTERY BACKUP.
POLE MOUNTED UTILITY TRANSFORMER
FLOOR JUNCTION BOX FOR INSTALLATION OF COMMUNICATION OR DATA
OUTLET. INSTALL 1" CONDUIT FROM BOX CONCEALED IN FLOOR SLAB TO
WALL AND TO 3" INTO ACCESSIBLE LOCATION ABOVE FINISHED CEILING.
MISCELLANEOUS
X
JUNCTION BOX FOR INSTALLATION OF TV OUTLET. MOUNTED 18" AFF,
UNLESS OTHERWISE NOTED. INSTALL 1" CONDUIT FROM BOX TO 3" INTO
ACCESSIBLE LOCATION ABOVE FINISHED CEILING. COORDINATE MOUNTING
HEIGHT WITH ARCHITECT PRIOR TO ROUGH-IN.
KEY NOTE DESIGNATION
X
SHORT CIRCUIT TAG DESIGNATION
1
FEEDER TAG DESIGNATION
M
MICROPHONE OUTLET BOX WITH COVER PLATE, FLOOR MOUNTED, UNLESS
OTHERWISE NOTED.
REVISION NUMBER DESIGNATION
S
SPEAKER, CEILING MOUNTED
NEW TO EXISTING CONNECTION
S
SPEAKER, WALL MOUNTED, 84" (CENTERLINE) A.F.F. OR 8" (CENTERLINE)
BELOW CEILINGS THAT ARE 8'-0" OR LOWER, UNLESS NOTED OTHERWISE.
A
A
EMERGENCY BATTERY LUMINAIRE (2 HEAD) 84" AFF, UNLESS OTHERWISE
NOTED, LETTER DENOTES LUMINAIRE TYPE.
A
EMERGENCY BATTERY LUMINAIRE (2 HEAD) WITH MOUNTED EXIT SIGN.
PROVIDE DIRECTIONAL ARROWS AS REQUIRED MOUNT AT 84" AFF, UNLESS
OTHERWISE NOTED. LETTER DENOTES LUMINAIRE TYPE.
A
X
WALL MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROWS AS REQUIRED
A
NEW CONSTRUCTION
EXISTING CONDITIONS
DEMOLITION WORK
S
HORN SPEAKER
SC
C
CONDUIT DESIGNATIONS
BRANCH CIRCUITS HOMERUN USE NUMBER 12 AWG WIRE, UNLESS
OTHERWISE NOTED. ALL CIRCUITS SHALL CONTAIN A GROUND
AND NEUTRAL CONDUCTOR, UNLESS NOTED OTHERWISE.
CONTRACTOR SHALL PROVIDE MULTI-WIRE CIRCUIT HANDLE TIES
AS FINAL FIELD INSTALLED WIRING REQUIRES.
A
COMBINATION SPEAKER/CLOCK
CLOCK, 84" (CENTERLINE) A.F.F. OR 8" (CENTERLINE) BELOW CEILINGS THAT
ARE 8'-0" OR LOWER, UNLESS NOTED OTHERWISE.
V
A
VOLUME CONTROL
BOLLARD LUMINAIRE
A
I
INTERCOM MASTER - WALL
I
INTERCOM MASTER - WALL WITH HANDSET
CEILING FAN
I
I
CONDUIT AND WIRE CONCEALED, 3/4" UNLESS OTHERWISE
NOTED, CONDUIT USED FOR SWITCH LEGS, AND CONDUIT USED
FOR CONTROL WIRING
A
A
H
H
S
A
SINGLE POLE SWITCH; 3= THREE WAY SWITCH, 4= FOUR WAY SWITCH, K= KEY
SWITCH, D= DIMMER SWITCH, T0= MOTOR RATED SWITCH, HOA=
HAND-OFF-AUTOMATIC, P= PILOT LIGHT, O= OCCUPANCY SENSOR LOWER CASE
LETTER INDICATES LUMINAIRES CONTROLLED
INTERCOM MASTER - DESK WITH HANDSET
INTERCOM MASTER - STAFF STATION
FIRE ALARM
OS
FACP
FIRE ALARM CONTROL PANEL
OS
DIRECTIONAL CEILING MOUNTED OCCUPANCY SENSOR
FARA
FIRE ALARM REMOTE ANNUNCIATOR PANEL
OS
DUAL DIRECTIONAL CEILING MOUNTED OCCUPANCY SENSOR
CEILING MOUNTED OCCUPANCY SENSOR
CONDUIT AND WIRE EMBEDDED IN CONCRETE OR BELOW GRADE
CONDUIT TURNING DOWN
CONDUIT TURNING UP
ACP
GACP
ACCESS CONTROL PANEL
GAS ALARM CONTROL PANEL
STANDARD MOUNTING HEIGHTS U.N.O.
ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS
INDICATED ON ELECTRICAL DRAWINGS.
SMOKE DETECTOR, ADDRESSABLE PHOTO ELECTRIC
CO
COMBINATION SMOKE DETECTOR/CARBON MONOXIDE DETECTOR,
ADDRESSABLE PHOTO ELECTRIC
FD
FLAME DETECTOR
HD
HEAT DETECTOR
G
GAS DETECTOR
DUCT SMOKE DETECTOR, ADDRESSABLE PHOTO ELECTRIC
FIRE ADA ALARM STROBE MOUNTED AT 80" AFF OR 6" BELOW CEILING
WHICHEVER IS LOWER
FIRE ADA ALARM HORN MOUNTED AT 80" AFF OR 6" BELOW CEILING
WHICHEVER IS LOWER
FIRE ALARM AUDIBLE AND ADA STROBE LIGHT MOUNTED AT 80" AFF OR 6"
BELOW CEILING, WHICHEVER IS LOWER
F
FIRE ALARM MANUAL PULL STATION, ADDRESSABLE DOUBLE ACTION
CHECKED BY: Checker
4/1/2013 9:49:16 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
MAGNETIC DOOR HOLDER
FS
FIRE ALARM FLOW SWITCH
TS
FIRE ALARM TAMPER SWITCH
RECEPTACLES (CENTERLINE)
RECEPTACLES IN EQUIP. RMS.
RECEPTACLES (EXTERIOR)
RECEPTACLES (GARAGES)
ALARMS, SWITCHES AND CONTROLS (CENTERLINE)
TELEPHONE (PUBLIC)
TELEPHONE OUTLETS (CENTERLINE)
TELEPHONE TERMINAL BOARD (BTM.)
SAFETY SWITCHES
STARTERS
PANELS (TOP)
CLOCK OUTLETS (CENTERLINE)
FIRE ALARM PULL STATIONS (HANDLE)
STROBES (CENTERLINE)
FIRE ALARM BELLS (EXTERIOR)
CONTROLS (FIRE ALARM CONTROL PANEL)
ANNUNCIATION PANELS
INTERCOM (AFEA ONLY)
REMOTE INDICATING LIGHT (EQUIP. RMS.)
REMOTE INDICATING LIGHT (FIN. AREAS)
EXIT SIGNS (WALL MOUNTED BTM.)
TELEVISION OUTLETS
INTERCOMS
PHOTOCELLS
18"
48"
24"
24"
48"
1@48" AND 1@36"
18"
6"
48"
48"
72"
90"
44"
80"*
12'-0"
48"
48"
36"
48"
CEILING
80"
18"
48"
12'-0"
1.
DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS
AND IN FIELD PRIOR TO COMMENCEMENT OF WORK.
2.
FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND
EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED.
3.
PROVIDE, WITH SHOP DRAWING SUBMITTAL, 1/4" SCALE LAYOUT DRAWINGS OF
ROOMS WITH ELECTRICAL PANEL BOARDS AND TRANSFORMERS. LAYOUTS
SHALL SHOW LOCATIONS OF, AND SHALL BE COORDINATED WITH MECHANICAL
EQUIPMENT, AND EQUIPMENT SHALL BE DRAWN TO SCALE.
4.
RECESSED LIGHT FIXTURES INSTALLED IN GYP. BOARD OR PLASTER CEILINGS
SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CEILING MATERIAL.
5.
FIXTURES RECESSED IN "T-BAR" CEILING SHALL BE SUPPORTED INDEPENDENTLY
OF CEILING SYSTEM WITH FOUR #12 HANGER WIRES UP TO STRUCTURE.
SECURE HANGER WIRES TO CORNERS OF FIXTURE. CLIP FIXTURE TO GRID ON
TWO SIDES WITH FACTORY-FURNISHED CLIPS. FINAL CONNECTION TO FIXTURE
SHALL BE MADE WITH A FLEXIBLE UL APPROVED ASSEMBLY. IT IS THE INTENT OF
THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF
QUALITY. THE ENGINEER RESERVES THE RIGHT TO APPROVE METHODS AND
MATERIALS NOT REFLECTED HEREIN.
6.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
SYSTEM OUTAGES SHALL BE PERMITTED ONLY AT TIMES APPROVED BY
OWNER-IN WRITING. WORK WHICH COULD RESULT IN AN ACCIDENTAL OUTAGE
(BEYOND BRANCH CIRCUITS) SHALL BE PERFORMED WITH THE OWNER'S
MAINTENANCE PERSONNEL ADVISED OF SUCH WORK.
www.megroup.com
Job #: 755.011
7.
REVIEW ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AND
PROVIDE LIGHTS, SWITCHES, RECEPTACLES, TELEPHONE OUTLETS, EQUIPMENT
CONNECTIONS, ETC. AND ASSOCIATED CIRCUITING IN ALL AREAS, EVEN IF SUCH
AREAS ARE NOT SHOWN ON ELECTRICAL DRAWINGS. LAYOUTS, FIXTURE TYPES,
QUANTITIES, AND SPACING SHALL BE IN ACCORDANCE WITH SIMILAR AREAS ON
THIS PROJECT. CONTRACTOR SHALL INCLUDE COSTS FOR THE ABOVE IN HIS
BID. IN ADDITION, CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS FOR WORK
IN SUCH AREAS AND SUBMIT FOR APPROVAL PRIOR TO ROUGH IN.
8.
REVIEW ARCHITECTURAL, STRUCTURAL, MECHANICAL AND OTHER DRAWINGS
PRIOR TO BID.
9.
WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE
SATISFACTION OF THE ARCHITECT/ENGINEER.
High Performance Building Consultants
10. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS
OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES.
11. PROVIDE PERMITS AND INSPECTIONS REQUIRED.
12. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT
WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT
NO COST TO OWNER.
13. FIRE ALARM SYSTEM. PROVIDE DEVICES CONDUIT, WIRES, AND CABLE AS
DIRECTED BY EQUIPMENT MANUFACTURER. MATERIALS, EQUIPMENT, AND
WORKMANSHIP SHALL MEET PREVAILING CODES. THE SYSTEM SHALL BE
COMPLETE AND OPERABLE IN EVERY RESPECT. SUBMIT SHOP DRAWINGS
ACCORDING TO SPECIFICATIONS. SHOP DRAWINGS SHALL INCLUDE A SINGLE
LINE DIAGRAM THAT SHOWS DEVICES, CONDUIT, WIRE, CABLE SIZES AND
EQUIPMENT TO BE USED. SHOP DRAWINGS SHALL BE STAMPED AND SIGNED BY
A REGISTERED ENGINEER PROVIDED BY THE FIRE ALARM VENDOR. SYSTEM
CALIBRATION AND TESTING SHALL BE BY FACTORY CERTIFIED TECHNICIAN.
14. WIRE SHALL BE COPPER, 75 DEGREES C RATED FOR GENERAL USE. FOR HID
FIXTURES AND WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE
SHALL BE COPPER, MINIMUM 90 DEGREES C RATED. SIZES INDICATED ARE FOR
INSTALLATION IN A MAXIMUM 30 DEGREES C AMBIENT. CONDUCTOR AMPACITY
SHALL BE DE-RATED FOR HIGHER AMBIENT INSTALLATIONS.
15. PRESENT SHOP DRAWING SUBMITTAL DATA AT ONE TIME, BOUND IN THREE-RING
BINDERS, INDEXED IN A NEAT AND ORDERLY MANNER. PARTIAL SUBMITTALS
WILL NOT BE ACCEPTED. SUBMITTALS SHALL INCLUDE, BUT NOT BE LIMITED TO
LIGHTING FIXTURES, SWITCHGEAR, PANELBOARDS, WIRING DEVICES, SAFETY
SWITCHES, FUSES, MOTOR STARTERS, LAMPS, CONDUIT, CONDUIT FITTINGS,
AND TRANSFORMERS.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS
DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION,
OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION.
17. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS
AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE
ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS.
18. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS
OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC. SHALL BE
CONNECTED AND OPERABLE.
19. RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE ELECTRICAL
DRAWINGS ON WALLS WHICH, ON THE ARCHITECTURAL DRAWINGS AND
ELEVATIONS, ARE SHOWN AS GLASS OR PARTITIONS SHALL BE FLUSH FLOOR
DUPLEX RECEPTACLES MOUNTED ADJACENT TO BASE OR WALLS.
20. BOXES FOR TELEPHONE, TV, COMPUTER, WIRING DEVICES, ETC. SHALL BE
MINIMUM 4" SQUARE.
21. RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED.
22. SEE DIVISION 23 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT.
PROVIDE SERVICE TO, AND CONNECT EQUIPMENT AS REQUIRED.
23. CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND FUSES SHALL BE BUSSMANN.
24. PROVIDE PANELBOARD DIRECTORIES FOR ALL NEW PANELBOARDS INSTALLED
UNDER THE SCOPE OF THIS PROJECT.
25. CONDUITS PENETRATING THROUGH ROOF SHALL HAVE ROOF FLASHING WITH
CAULK TYPE COUNTER FLASHING SLEEVE. INSTALLATION SHALL BE
WATERTIGHT.
26. FINAL CONNECTIONS TO MOTORS, TRANSFORMERS AND OTHER VIBRATING
EQUIPMENT SHALL BE WITH SEAL TIGHT FLEX AND APPROVED FITTINGS. DO NOT
SECURE CONDUITS, DISCONNECTS, OR DEVICES TO DUCTWORK OR MECHANICAL
EQUIPMENT.
27. WHERE PANELS ARE INSTALLED FLUSH WITH WALLS, EMPTY CONDUITS SHALL BE
EXTENDED FROM THE PANEL TO AN ACCESSIBLE SPACE ABOVE OR BELOW. A
MINIMUM OF ONE 3/4" CONDUIT SHALL BE INSTALLED FOR EVERY THREE SINGLE
POLE SPARE CIRCUIT BREAKERS OR SPACES, OR FRACTION THEREOF, BUT NOT
LESS THAN TWO CONDUITS.
28. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY UL
OR OTHER RECOGNIZED TESTING FACILITY.
29. WIRE TERMINATION PROVISIONS FOR PANELBOARDS, CIRCUIT BREAKERS,
SAFETY SWITCHES, AND ALL OTHER ELECTRICAL APPARATUS SHALL BE LISTED
AS SUITABLE FOR 75 DEGREES C.
DESIGN DEVELOPMENT
PANELBOARD, ELECTRICAL DISTRIBUTION PANEL, OR LOAD CENTER
SURFACE MOUNTED
THIS IS A MASTER SYMBOLS LIST. ALL SYMBOLS, ABBREVIATIONS, ETC.
MAY NOT NECESSARILY BE USED ON ALL DRAWINGS
LIGHTING
JACKSON, WYOMING
POWER
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
ELECTRICAL GENERAL NOTES
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
ELECTRICAL SYMBOLS
NOTE:
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
3123
ELECTRICAL LEGEND
AND NOTES
E-000
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
KEY NOTES
300HP CNG COMPRESSOR SKID.
2.
EMERGENCY SHUT DOWN (ESD) BUTTON.
3.
5HP AIR COMPRESSOR AND DRYER.
4.
2HP DIESEL PUMP.
5.
1.5HP GASOLINE PUMP.
6.
FUEL MANAGEMENT TERMINAL.
7.
FUEL DISPENSING CONTROL PANEL.
SS1
SW3
SW3
SS1
SS4
SS2
SW3
SW3
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
SS1
SW3
SW3
DIESEL
GENERATOR
SERVICE
TRANSFORMER
SS4
208V-1ø GUTTER
HEAT TRACE CIRCUIT
J
1
SW3
1
SW3
SS2
SS4
SS1
3
SW3
SW3
7
SW3
4
5
SW3
SS4
SA2
J
SA2
6
DIESEL
GENERATOR
SS3
SA2
SA2
SA2
SW3
208V-1ø DOWNSPOUT
HEAT TRACE CIRCUIT
J
SA2
SW3
SW3
2
SW3
SS2
SW3
SW3
6
2
ST4
ST4
ST4
ST4
ST4
ST4
ST4
ST4
SA1
J
LOAD
BANK
SW3
208V-1ø DOWNSPOUT
HEAT TRACE CIRCUIT
SW3
DW
SERVICE
TRANSFORMER
DESIGN DEVELOPMENT
SW3
SW3
JACKSON, WYOMING
SS1
1.
(THIS SHEET)
XXL1
IID1
SA1
SA1
SA1
SA1
SS1
IID1
XXW3
SS1
NOT FOR
CONSTRUCTION
654
208V-1ø DOWNSPOUT
HEAT TRACE CIRCUIT
SA1
XXW3
XXW3
XXW3
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
ELECTRICAL SITE
PLAN
4/1/2013 9:49:19 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
E-001
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
ELECTRICAL DEVICES TO BE INSTALLED WITHIN BUS STORAGE, DRIVE AISLE,
REPAIR, STORAGE & WORK ROOM AREAS SHALL BE MOUNTED AT A MINIMUM
HEIGHT OF 36" AFF.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
F.9
H.5
L
J.5
M
P
N
P.2
R
Job #: 755.011
High Performance Building Consultants
B2
FACP
RHM-10
RHM-8B
A8
WP
GFI
WP
WP
GFI
WG
WG
UH-1
WG
B3
SERVICE DOOR
OPERATOR
J
BUS
PARKING
1
GUH-1
A9
WP
GFI
WASH
EQUIP/
COMPRESSOR
166
WP
GFI
RHM-6
3841
RECYCLING /PUMP CONTROL PANEL
3841
OZONE
GENERATOR
WP
GFI
3841
MAIN CONTROL PANEL
WP
GFI
A10
WP
GFI
B4
VEHICLE
BYPASS
152
WP
GFI
L1
T-L1
BUS WASH
153
HDP1
2228
2161
UH-2
WG
WG
A11
M
BUS
PARKING
2
3841
WP
GFI
A12
ATS-LS
WG
ELEC EQUIP
168
EAST BUS
PARKING
150
SERVICE
DOOR OPERATOR
J
ESB
J
B5
SERVICE
DOOR OPERATOR
EUH-5
A13
ECB-2
T-LDP1 T-LDP2
ECB-1
WP
GFI
WP
GFI
SB1
BUS
PARKING
3
WG
DESIGN DEVELOPMENT
RHM-5
JACKSON, WYOMING
UH-3
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
WATER
ENTRY
167
ELEC
SWITCH
GEAR
169
WG
ATS-SB
NOT FOR
CONSTRUCTION
A14
RHM-4
MSB
EUH-6
LCP1 LTG1
A15
SERVICE DOOR
MASTER CONTROL
PANEL
SERVICE DOOR
OPERATOR
B6
F
SERVICE DOOR
OPERATOR
J
SERVICE DOOR
OPERATOR
J
J
F
F
E
A16
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
4/1/2013 9:49:19 AM
CHECKED BY: Checker
F.9
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
H.5
J
J.5
K
BUS PARKING LEVEL 1 - AREA A - POWER PLAN
SCALE: 1/8" = 1'-0"
K.9
M
N.1
P
P.2
R
B
A
3123
LEVEL 1 - POWER
PLAN - AREA A
E-111
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
ELECTRICAL DEVICES TO BE INSTALLED WITHIN BUS STORAGE, DRIVE AISLE,
REPAIR, STORAGE & WORK ROOM AREAS SHALL BE MOUNTED AT A MINIMUM
HEIGHT OF 36" AFF.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
C
D.5
E.5
F.9
WG
High Performance Building Consultants
WG
B3
BUS
PARKING
4
WP
GFI
RHM-3
WP
GFI
B4
BUS
PARKING
5
B5
WP
GFI
WP
GFI
DESIGN DEVELOPMENT
RHM-2
JACKSON, WYOMING
WG
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
WG
BUS
PARKING
6
WG
WG
NOT FOR
CONSTRUCTION
RHM-1
SERVICE DOOR
OPERATOR
SERVICE DOOR
OPERATOR
J
B6
SERVICE DOOR
OPERATOR
J
F
E
J
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
4/1/2013 9:49:20 AM
CHECKED BY: Checker
C
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
C.1
D.5
E.5
BUS PARKING LEVEL 1 - AREA B - POWER PLAN
SCALE: 1/8" = 1'-0"
F.9
B
A
3123
LEVEL 1 - POWER
PLAN - AREA B
E-112
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
ELECTRICAL DEVICES TO BE INSTALLED WITHIN BUS STORAGE, DRIVE AISLE,
REPAIR, STORAGE & WORK ROOM AREAS SHALL BE MOUNTED AT A MINIMUM
HEIGHT OF 36" AFF.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
H.5
J
J.5
K
L
M
P.1
S
R
N.1
WP
GFI
WG
RHM-9A
J
B1
WP
GFI
B1
DRUG TEST
154
SERVICE DOOR
OPERATOR
RHM-9B
DIRECTOR
155
FARE ROOM
164
VAV-14
GFI
WG
MARKETING
157
A1
GD
A2
A2
GFI
GFI
VAV-02
DW
PIT
OFFICE
159
HD
ELEVATOR
E1
VAV-03
A3
VEHICLE
DRIVE AISLE
136
WP
GFI
A3
VAV-04
BBH-1
A5
A5
DESIGN DEVELOPMENT
BREAK/
COPY
156
A1
JACKSON, WYOMING
WP
GFI
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
VAV-01
LOBBY
160
BBH-1
A7
WP
GFI
A7
COMM
165
NEMA 6-20R
VESTIBULE
161
F
WG
VESTIBULE
162
LOST &
FOUND
163
H
H.5
J
J.5
K
L
NOT FOR
CONSTRUCTION
M
F
P.1
R
S
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
N.1
1
4/1/2013 9:49:21 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE LEVEL 1 - AREA C - POWER PLAN
B
A
3123
LEVEL 1 - POWER
PLAN - AREA C
SCALE: 1/8" = 1'-0"
E-113
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
ELECTRICAL DEVICES TO BE INSTALLED WITHIN BUS STORAGE, DRIVE AISLE,
REPAIR, STORAGE & WORK ROOM AREAS SHALL BE MOUNTED AT A MINIMUM
HEIGHT OF 36" AFF.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
WP
GFI
B1
E
D.5
E.5
F
G
WP
GFI
WG
H
WG
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
A1
A2
A3
VEHICLE
DRIVE AISLE
136
A5
DESIGN DEVELOPMENT
WP
GFI
JACKSON, WYOMING
F
WG
WP
GFI
A7
NOT FOR
CONSTRUCTION
F
2341
WG
RHM-7
SERVICE
DOOR OPERATOR
WP
GFI
J
B2
RHM-8A
WP
GFI
F
A
B
C
D
D.5
E
E.5
F
F.9
E
H
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 9:49:21 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE LEVEL 1 - AREA D - POWER PLAN
SCALE: 1/8" = 1'-0"
B
A
3123
LEVEL 1 - POWER
PLAN - AREA D
E-114
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
ELECTRICAL DEVICES TO BE INSTALLED WITHIN BUS STORAGE, DRIVE AISLE,
REPAIR, STORAGE & WORK ROOM AREAS SHALL BE MOUNTED AT A MINIMUM
HEIGHT OF 36" AFF.
KEY NOTES
(THIS SHEET)
1.
NEMA 6-20R RETRACTABLE CORD REEL MOUNTED TO BOTTOM OF STRUCTURE.
NOT SHOWN THIS SHEET.
2.
NEMA 5-20R GFCI RETRATCABLE CORD REEL MOUNTED TO BOTTOM OF
STRUCTURE. NOT SHOWN THIS SHEET.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
J
H.5
F
L.1
F
J
M1
K
J.5
P
M
P.1
P.2
Q
R
R2
J
H
WP
GFI
NEMA 6-20R
WG
SERVICE
DOOR OPERATOR
WP
GFI
SERVICE
DOOR OPERATOR
COMM
001
WG
TOOL CRIB
110
LUBE/
COMPRESSOR
112
R3
WP
GFI
F
M2
7240
WP
GFI
WP
GFI
GFI
PARTS
STORAGE
111
TOOLBOX
STORAGE
113
2231
WP
GFI
GFI
2165
R4
WG
WP
GFI
7540
7541
WP
GFI
M3
BATTERY
STORAGE
114
WP
GFI
EF-3
GFI
2045
2045
GFI
GFI
WP
GFI
SERVICE
DOOR OPERATOR
WP
GFI
J
WG
MAINTENANCE
SUPERVISOR
115
WP
GFI
49051
PARTS
ACCESS
116
TIRE SHOP
117
WP
GFI
R5
PARTS
LIFT
WP
GFI
J
GFI
R6
GUH-2
M5
5775
CONTROLS
GFI
WP/WG
2340
R7
HEAVY
REPAIR
2
HEAVY
REPAIR
1
1
1
2
5775
WP
GFI
29351
NEMA 6-20R
2
29161
DESIGN DEVELOPMENT
WG
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
F
M4
PORTABLE
EQUIP
STORAGE
118
24501
T-LDP3
NEMA 6-30R
LDP3
ELECTRICAL
006
5691
L7
R8
5691
CONTROLS &
ADAPTER RACK
PORTABLE
EQUIP
STORAGE
131
5861
(SET OF 6)
SERVICE
DOOR OPERATOR
WP
GFI
M6
WP
GFI
SERVICE
DOOR OPERATOR
WG
J
NOT FOR
CONSTRUCTION
CHASSIS
WASH
133
WP
GFI
WASHRHM-16B
EQUIP.
132
WP
HD
WP
ELEV-2
WP/WG
HD
PIT
WP
GFI
J
F
B1
E
B1
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
H.3
J
K
L
L.1
M
N.1
P
P.2
R
S
CHECKED BY: Checker
B
4/1/2013 9:49:24 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
H
1
MAINTENANCE LEVEL 1 - AREA E - POWER PLAN
SCALE: 1/8" = 1'-0"
A
3123
LEVEL 1 - POWER
PLAN - AREA E
E-115
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
ELECTRICAL DEVICES TO BE INSTALLED WITHIN BUS STORAGE, DRIVE AISLE,
REPAIR, STORAGE & WORK ROOM AREAS SHALL BE MOUNTED AT A MINIMUM
HEIGHT OF 36" AFF.
KEY NOTES
(THIS SHEET)
1.
NEMA 6-20R RETRACTABLE CORD REEL MOUNTED TO BOTTOM OF STRUCTURE.
NOT SHOWN THIS SHEET.
2.
NEMA 5-20R GFCI RETRATCABLE CORD REEL MOUNTED TO BOTTOM OF
STRUCTURE. NOT SHOWN THIS SHEET.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
D
E
D.5
F
E.5
G
H
WP
GFI
M1
J
J
WP
GFI
SERVICE DOOR
OPERATOR
F
SERVICE DOOR
OPERATOR
F
WG
NEMA 6-30R
BREAK
ROOM
102
WP
GFI
NEMA 6-20R
29141
GFI
29151
GFI
GD
29401
REBUILD
SHOP
101
GFI
MEN
103
NEMA 6-20R
2
22051
J
M2
26901
J
1
SERVICE DOOR
OPERATOR
20761
SERVICE DOOR
OPERATOR
SERVICE DOOR
OPERATOR
J
WP
GFI
J
NEMA 6-30R
WP
GFI
GFI
WOMEN
104
NEMA 6-30R
NEMA 6-20R
5716
23441
57141
GFI
J
LIGHT
REPAIR
3
WG
WP
GFI
LIGHT
REPAIR
2
LIGHT
REPAIR
1
WG
WP
GFI
1
2
1
2
1
2
M3
21911
26981
NEMA 6-30R
COMMON
WORK AREA
105
WG
MANUALS &
COPY
106
WG
NEMA 6-20R
20751
23601
7541
WP
GFI
WP
GFI
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
FORKLIFT
AISLE
119
7540
WG
M5
WP
GFI
35401
HEAVY
REPAIR
BAYS
120
WP
GFI
HEAVY
REPAIR
8
HEAVY
REPAIR
7
HEAVY
REPAIR
6
HEAVY
REPAIR
5
1
1
1
1
2
2
2
HEAVY
REPAIR
3
2
1
2
1
DESIGN DEVELOPMENT
25501
M4
JACKSON, WYOMING
22201
3784
2
5775
5691
5691
CONTROLS &
ADAPTER RACK
SERVICE DOOR
MASTER CONTROL
PANEL
5842
(SET OF 4)
J
J
58421
(SET OF 4)
5775
CONTROLS
SERVICE DOOR
OPERATOR
WG
M6
58401
(SET OF 4)
58401
(SET OF 4)
SERVICE DOOR
OPERATOR
NOT FOR
CONSTRUCTION
SERVICE DOOR
OPERATOR
SERVICE DOOR
OPERATOR
WP
GFI
WG
WP
GFI
J
SERVICE DOOR
OPERATOR
SERVICE DOOR
OPERATOR
WG
J
J
J
B1
F
A
B
C
D
E
F
G
E
H
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
1
4/1/2013 9:49:26 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
A
3123
LEVEL 1 - POWER
PLAN - AREA F
MAINTENANCE LEVEL 1 - AREA F - POWER PLAN
SCALE: 1/8" = 1'-0"
E-116
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
GENERAL NOTES
GAS DRYER
CONTROL PANEL
300HP COMPRESSOR
CONTROL PNL
WP
GFI
20HP COOLER
FAN CONTROL PNL
WP
GFI
F
L8
HDP4
T-L8
ELECTRICAL/STORAGE
SB2
3
ATS-SB2
WP
GFI
MSB2
HD
COMPRESSORS
1
DESIGN DEVELOPMENT
1
JACKSON, WYOMING
WIRING METHODS UTILIZED WITHIN COMPRESSOR ROOM 1 OF THE CNG SHALL
BE SUITABLE FOR CLASS 1, DIVISION 1 HAZARDOUS LOCATIONS. ALL EQUIPMENT
INSTALLED THIS SPACE SHALL BE EXPLOSIONPROOF.
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
1.
(THIS SHEET)
HD
2158
2228
COMPRESSOR
ROOM
4
WP
GFI
F
OFFICE
2
NOT FOR
CONSTRUCTION
Z
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
LEVEL 1 - POWER
PLAN - CNG BUILDING
4/1/2013 9:49:27 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
E-117
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
F.9
H.5
J.5
L
P
M
P.2
R
Job #: 755.011
High Performance Building Consultants
N.1
B2
A8
B3
A9
A10
B4
B5
A13
GFI
NOT FOR
CONSTRUCTION
A14
A15
F
F
B6
E
A16
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
4/1/2013 9:49:28 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
F.9
1
H.5
J.5
BUS PARKING LEVEL 2 - AREA A - POWER PLAN
SCALE: 1/8" = 1'-0"
L
L.1
L.9
M
P.2
N.1
DESIGN DEVELOPMENT
A12
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
A11
A
3123
LEVEL 2 - POWER
PLAN - AREA A
R
E-121
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
KEY NOTES
(THIS SHEET)
1. EMERGENCY POWER OFF PUSHBUTTON: PUSH IN "OFF", PULL OUT "ON".
PUSHBUTTON SHALL BE 1-1/2" DIAMETER, RED, MUSHROOM TYPE WITH HINGED
POLYCARBONATE COVER. LABEL "EMERGENCY POWER OFF". PROVIDE 10-POLE
CONTACTOR WITH 120V COIL, NOT SHOWN. ACTUATION OF PUSHBUTTON SHALL DEENERGIZE 120V CIRCUITS TO: B-1,B-2,B-3,WH-1, & WH-2 AND SHALL CONTROL ON/OFF
STATE OF GAS SHUT-OFF VALVE SERVING BOILER ROOM. PROVIDE ALL ASSOCIATED
120V & CONTROL WIRING. COORDINATE INSTALLATION WITH DIVISION 22 & 23
CONTRACTORS.
H
H.5
J
J.5
K
L
M
P.1
R
S
N.1
B1
HDP2
LDP1
L3 L2
A
LTG2
HLS
B1
GFI
LS
T-LS
GFI
A1
A2
A2
ERV-1
HD
A3
A3
WG
1
F
A5
A5
SWH-2
DESIGN DEVELOPMENT
A1
JACKSON, WYOMING
GFI
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
GFI
HWP-1
B-1
B-2
NOT FOR
CONSTRUCTION
HWP-2
AHU-1
A7
A7
B-3
HWP-3
1
F
H
H.3
J
K
L
M
P.2
R
S
D
E
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 9:49:29 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE LEVEL 2 - AREA C - POWER PLAN
N.1
B
A
3123
LEVEL 2 - POWER
PLAN - AREA C
SCALE: 1/8" = 1'-0"
E-123
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
P.1
P.2
Q
N
R
P
P.2
Q
R
F
F
P
R2
R2
M1
CO
CO
WP
ELECTRIC RANGE
NEMA 6-50R
R3
ELECTRIC RANGE
NEMA 6-50R
WP
GFI
R3
GFI
GD
GD
M2
CO
CO
GFI
GFI
R3
R7
GFI
GFI
R4
R4
GFI
GFI
R2
R6
GFI
GFI
M3
CO
CO
GFI
GFI
GD
HOUSING
UNIT
6
R5
M4
ELECTRIC RANGE
NEMA 6-50R
CO
CO
R6
R6
M5
WASHER
HDP3
HD
DRYER
NEMA 6-50R
LDP2
CO
L6
ELECTRIC RANGE
NEMA 6-50R
L5
CO
WP
L4
R7
R7
GD
GFI
WP
HEAVY
REPAIR
2
GFI
HEAVY
REPAIR
1
GFI
ERV-2
DESIGN DEVELOPMENT
ELECTRIC RANGE
NEMA 6-50R
JACKSON, WYOMING
R5
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
GFI
CO
GFI
CO
R1
ERV-2
NOT FOR
CONSTRUCTION
GFI
R8
F
F
R8
ERV-2
HD
WP
HD
WP
WP
WP
HD
M6
F
B1
E
B1
H
H.3
J
K
L
M
N
P
P.2
R
S
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
P
P.2
R
S
CHECKED BY: Checker
B
4/1/2013 9:49:31 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
N
1
MAINTENANCE LEVEL 2 - AREA E - POWER PLAN
SCALE: 1/8" = 1'-0"
A
3123
LEVEL 2 - POWER
PLAN - AREA E
E-125
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
H.5
J
J.5
K
L
M
P
N
P.2
Q
R
S
N.1
B1
B1
WP
GFI
A2
A2
A3
A3
A5
A5
A7
NOT FOR
CONSTRUCTION
A7
F
H
H.3
J
K
L
M
N
P
P.2
Q
R
CHECKED BY: Checker
4/1/2013 9:49:32 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
1
SCALE: 1/8" = 1'-0"
E
S
D
DRIVE AISLE ROOF - AREA C - ELECTRICAL PLAN
DESIGN DEVELOPMENT
A1
JACKSON, WYOMING
A1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
EF-1
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
N.1
B
A
3123
ROOF - POWER PLAN
- AREA C
E-133
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H.5
J
J.5
K
L
P
M
P.2
R
R2
M1
R3
M2
R4
M3
R5
M5
ERV-3
WP
GFI
R7
DESIGN DEVELOPMENT
R6
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M4
NOT FOR
CONSTRUCTION
R8
M6
F
B1
E
B1
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
H.3
J
K
L
M
N.1
P
P.2
R
S
CHECKED BY: Checker
B
4/1/2013 9:49:35 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
H
1
MAINTENANCE ROOF - AREA E - ELECTRICAL PLAN
SCALE: 1/8" = 1'-0"
A
3123
ROOF - POWER PLAN
- AREA E
E-135
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
B
D
D.5
E.5
F
H
F.9
A
M1
EF-2
WP
GFI
M2
M3
DESIGN DEVELOPMENT
M5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M4
NOT FOR
CONSTRUCTION
M6
B1
F
B
C
D
E
F
G
H
D
CHECKED BY: Checker
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
B
4/1/2013 9:49:37 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
A
E
A
3123
ROOF - POWER PLAN
- AREA F
E-136
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
DESIGN DEVELOPMENT
1
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
High Performance Building Consultants
NOT FOR
CONSTRUCTION
EF-16
WP
GFI
Z
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
ROOF - CNG
BUILDING
4/1/2013 9:49:38 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
E-137
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
F.9
H.5
J.5
K.9
N
L.9
P.2
R
Job #: 755.011
High Performance Building Consultants
N.1
B2
OS
AA2
A8
AA5
DD1
DD1
DD1
AA2
S1
S1
F2
B3
BUS
PARKING
1
XXC1
F2
S1
F2
F2
A9
XXC1
F2
F2
F2
WASH
EQUIP/
COMPRESSOR
166
XXC1
F2
F2
S1
F2
A10
S1
S1
S1
B4
XXC1
F2
F2
VEHICLE
BYPASS
152
F2
F2
XXC1
BUS WASH
153
F2
S1
F2
A11
F2
XXC1
F1
WATER
ENTRY
167
XXC1
F2
S1
F2
A12
F1
ELEC EQUIP
168
S1
F2
S1
EAST BUS
PARKING
150
XXC1
F2
F1
S1
S1
B5
XXC1
F1
A13
XXC1
F1
BUS
PARKING
3
ELEC
SWITCH
GEAR
169
DESIGN DEVELOPMENT
F2
JACKSON, WYOMING
F2
S1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
BUS
PARKING
2
XXC1
F1
NOT FOR
CONSTRUCTION
A14
F1
A15
F
S1
S1
E
S1
B6
A16
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
F.9
4/1/2013 9:49:40 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
H.5
1
J.5
BUS PARKING LEVEL 1 - AREA A - LIGHTING PLAN
SCALE: 1/8" = 1'-0"
K.9
L.9
N
N.1
P.2
A
3123
LEVEL 1 - LIGHTING
PLAN - AREA A
R
E-141
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
C.1
D.5
E.5
F.9
High Performance Building Consultants
B3
S1
S1
S1
S1
S1
S1
DESIGN DEVELOPMENT
B5
JACKSON, WYOMING
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
B4
NOT FOR
CONSTRUCTION
F
S1
S1
E
S1
B6
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
4/1/2013 9:49:42 AM
CHECKED BY: Checker
C.1
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
D.5
E.5
BUS PARKING LEVEL 1 - AREA B - LIGHTING PLAN
SCALE: 1/8" = 1'-0"
F.9
B
A
3123
LEVEL 1 - LIGHTING
PLAN - AREA B
E-142
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
GENERAL NOTES
1.
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
N
B1
N.1
P.1
DIRECTOR
155
CC1 DRUG TEST
154
F1
S
R
B1
OS
F1
CC1
DD1
AA1
S1
OS
AA1
AA1
D
AA2
A2
AA2
MARKETING
157
D
BREAK/
COPY OS
156
A1
AA1
A2
AA2
D
S1
AA1
OFFICE
159
OS
AA2E
WW1
A1
AA1
AA1
A3
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
OS
AA2
A3
WW1
VEHICLE
DRIVE AISLE
136
PP1
PP1
PP1
A5
A5
LOBBY
160
S1
PP1 (TYP.)
A7
DESIGN DEVELOPMENT
J.5
JACKSON, WYOMING
H.5
(THIS SHEET)
NOT FOR
CONSTRUCTION
A7
SS1
VESTIBULE
161
S1
DD1
AA5
AA2E
VESTIBULE
162
LOST &
FOUND
163
DD1
F
H
H.3
J
K
L
L.1
L.9
M
N
N.1
P.1
R
E
S
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 9:49:44 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE LEVEL 1 - AREA C - LIGHTING PLAN
B
A
3123
LEVEL 1 - LIGHTING
PLAN - AREA C
SCALE: 1/8" = 1'-0"
E-143
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
GENERAL NOTES
1.
A
B
C
D
E
D.5
E.5
(THIS SHEET)
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
F
F.9
G
H
S1
S1
S1
S1
A2
A3
VEHICLE
DRIVE AISLE
136
A5
S1
S1
S1
A7
DESIGN DEVELOPMENT
S1
JACKSON, WYOMING
S1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
B1
NOT FOR
CONSTRUCTION
S1
S1
S1
B2
F
A
B
C
C.1
D
D.5
E
E.5
F
F.9
G
E
H
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 9:49:46 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
DRIVE AISLE LEVEL 1 - AREA D - LIGHTING PLAN
SCALE: 1/8" = 1'-0"
B
A
3123
LEVEL 1 - LIGHTING
PLAN - AREA D
E-144
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
1.
(THIS SHEET)
m GR UP
e
d e s i g n
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
H
H.3
H.5
J.5
K
L
L.1
P
M
P.1
P.2
Q
XXW2
R2
M1
S1
F1
TOOL CRIB
110
S1
S1
F1
S1
LUBE/
COMPRESSOR
112
R3
F1
S1
PARTS
STORAGE
111
M2
F1
TOOLBOX
STORAGE
113
S1
S1
S1
F1
R4
S2
F2
F2
BATTERY
STORAGE
114
F1
M3
C1
PORTABLE
EQUIP
STORAGE
118
F1
TIRE SHOP
117
F1
M4
S1
S1
F2
F2
F2
F2
F2
F2
F2
F2
R6
M5
HEAVY
REPAIR
2
HEAVY
REPAIR
1
R7
DESIGN DEVELOPMENT
C1
R5
JACKSON, WYOMING
PARTS
ACCESS
116
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
MAINTENANCE
SUPERVISOR
115
S1
NOT FOR
CONSTRUCTION
R8
F2
F2
XXW2
PORTABLE
EQUIP
STORAGE
131
WW3
F1
F2
F1
WW3
F2
M6
F
B1
D
H.3
J
J.5
K
L
L.1
M
N
P
P.2
R
CHECKED BY: Checker
1
MAINTENANCE LEVEL 1 - AREA E - LIGHTING PLAN
SCALE: 1/8" = 1'-0"
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
S
B
N.1
4/1/2013 9:49:48 AM
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
H
DRAWN BY: Author
E
B1
A
3123
LEVEL 1 - LIGHTING
PLAN - AREA E
E-145
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
1.
(THIS SHEET)
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
A
B
C
D
D.5
E.5
F
H
F.9
M1
S1
S1
S1
C1
C1
C1
C1
S1
S1
A2
S1
A2
A2
A2
M2
A2
S1
S1
S1
A2
A2
A2
S2
S1
S2
A2
A2
S1
S2
S1
M3
S2
S2
C1
C1
C1
C1
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
M5
DESIGN DEVELOPMENT
S2
JACKSON, WYOMING
S2
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M4
NOT FOR
CONSTRUCTION
M6
B1
F
A
B
C
D
D.5
E
E.5
F
F.9
G
E
H
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 9:49:50 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
MAINTENANCE LEVEL 1 - AREA F - LIGHTING PLAN
B
A
3123
LEVEL 1 - LIGHTING
PLAN - AREA F
SCALE: 1/8" = 1'-0"
E-146
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
WIRING METHODS UTILIZED WITHIN COMPRESSOR ROOM 1 OF THE CNG SHALL
BE SUITABLE FOR CLASS 1, DIVISION 1 HAZARDOUS LOCATIONS. ALL EQUIPMENT
INSTALLED THIS SPACE SHALL BE EXPLOSIONPROOF.
1
3
DESIGN DEVELOPMENT
1.
(THIS SHEET)
JACKSON, WYOMING
GENERAL NOTES
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
High Performance Building Consultants
3
3
ELECTRICAL/STORAGE
3
NOT FOR
CONSTRUCTION
COMPRESSORS
1
3
OS
OFFICE
2
Z
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
1
4/1/2013 9:49:51 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
CNG LEVEL 1 - LIGHTING PLAN
SCALE: 1/8" = 1'-0"
3123
LEVEL 1 - LIGHTING
PLAN - CNG BUILDING
E-147
1.
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
(THIS SHEET)
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
F.9
H.5
L
J.5
N
P.2
Job #: 755.011
R
High Performance Building Consultants
N.1
CC1
B2
A8
DD4
AA1
PP2
RR1
DD4
DD4
AA1
CC2
AA1
RR1
CC2
RR1
CC2
AA1
PP2
OS
AA1
AA1
A9
RR1
AA1
AA1
PP2
DD4
DD1
PP2
DD1
DD4
CC1D
DD4
AA3
OS
CC1D
DD1
DD1
AA3 OS
CC1D
A10
DD1
DD1
AA3
PP2
B4
DD1
DD1
DD1
DD1
CC1D
CC1D
AA3
PP2
AA3
CC1D
OS
DD1
DD1
CC2
CC2
AA1
PP2
A11
CC2
AA1
AA1
AA1
AA1
PP2
DD2
A12
PP2
B5
PP2
PP2
PP2
PP2
A13
RR3
RR2
PP2
PP2
PP2
DESIGN DEVELOPMENT
AA1
JACKSON, WYOMING
DD2
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
OS
PP2
NOT FOR
CONSTRUCTION
A14
A15
F
B6
E
A16
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
CHECKED BY: Checker
B
H.3
F.9
4/1/2013 9:49:52 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
1
J
K
BUS PARKING LEVEL 2 - AREA A - LIGHTING PLAN
SCALE: 1/8" = 1'-0"
L
L.1
M
N
P.2
N.1
A
3123
LEVEL 2 - LIGHTING
PLAN - AREA A
R
E-151
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
GENERAL NOTES
1.
H
J
H.5
J.5
K
L
(THIS SHEET)
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
P
M
P.2
R
N.1
B1
B1
CC1
CC1
DD3
CC1
CC1
CC1
CC1
CC1
OS
DD1E
SS1
A2
DD1E
DD1E
A1
DD1
CC1
OS
BB1
DD2
A1
A2
BB1
BB1
OS
S1
S1
S1
A3
DD1E
WW1
CC1
BB1
BB1
A3
WW1
AA4
CC1
PP1 PP1 PP1PP1
PP1PP1
CC1
AA4
A5
S1
S1
S1
CC1
AA4 AA4
CC1
AA4
A5
PP1PP1PP1PP1PP1
PP1 PP1 PP1 PP1 PP1
CC1
DESIGN DEVELOPMENT
CC1
CC1
JACKSON, WYOMING
S1
DD1
CC1
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
S1
S1
CC1
AA4
PP1 PP1 PP1 PP1 PP1
PP1 PP1 PP1 PP1 PP1
CC1
AA4
PP1 PP1 PP1 PP1 PP1
PP1 PP1 PP1 PP1 PP1
CC1
AA4
NOT FOR
CONSTRUCTION
K.9
A7
A7
CC1
S1
S1
S1
CC1
CC1
CC1
F
H
H.3
J
K
L
L.1
L.9
P
M
E
S
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
CHECKED BY: Checker
1
4/1/2013 9:49:53 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
N.1
DRIVE AISLE LEVEL 2 - AREA C - LIGHTING PLAN
B
A
3123
LEVEL 2 - LIGHTING
PLAN - AREA C
SCALE: 1/8" = 1'-0"
E-153
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL NOTES
1.
(THIS SHEET)
LIGHTING CONTROL STRATEGIES SHALL INCLUDE AUTOMATIC SHUT-OFF
RESPONSIVE TO VACANCY DETECTION AND AUTOMAITC DIMMING RESPONSIVE TO
DAYLIGHT LEVELS. LIGHTING CONTROL DEVICES TO INCLUDE PHOTO SENSORS,
OCCUPANCY SENSORS & VACANCY SENSORS WILL PROVIDE INPUT TO A
NETWORKED LIGHTING CONTROL PANEL.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
P
P.2
R
J
H.5
J.5
K
L.1
P
M
P.1
P.2
Q
R
N.1
XXW2
M1
WW5
WW5
WW5
WW5
DD3
DD4
DD4
BB2
R3
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
WW5
WW5
WW6
TT1
WW6
DD3
DD4
DD4
BB2
WW6
DD3
DD3
M2
DD4
DD3
WW4
WW4
WW5
DD4
DD5
DD4
DD3
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
R3
WW6
DD3
WW5
DD5
DD4
DD4
DD4
WW5
R4
WW2
DD4
DD5
R4
WW5
DD4
DD5
WW5
DD3
WW4
DD4
DD3
WW5
WW2
DD4 DD4
DD4
WW4
DD4
WW2
WW2
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
WW6
M3
DD4
DD3
WW5
DD4
DD3
WW5
DD3
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
WW6
DD3
TT1
TT1
TT1
WW5
WW5
WW5
WW5
S1
R6
S2
WW5
TT1
TT1
TT1
WW5
TT1
BB2
M4
DD3
R5
WW6
DD4
WW5
WW5
WW5
WW5
R6
S2
WW5
WW5
M5
WW5
WW5
TT1
WW6
WW6
DD3
TT1
TT1
TT1
TT1
TT1
TT1
DD4
DD4
BB2
S1
R7
WW6
DD5
WW5
WW4
WW5
WW5
HEAVY
REPAIR
2
WW5
HEAVY
REPAIR
1
DD4
WW4
S1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
TT1
DD3
DD3
WW5
DD5
TT1
DD4
DD4
DD4
WW2
R8
S2
XXW2
WW3
R7
WW6
DD3
WW4
DD5
TT1
S2
XXW2
WW3
WW3
DESIGN DEVELOPMENT
DD4
DD3
TT1
DD4
WW6
JACKSON, WYOMING
DD4
TT1
TT1
DD3
DD4
R5
R2
WW5
WW5
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
R2
WW5
NOT FOR
CONSTRUCTION
R8
XXW2
WW3
M6
F
B1
B1
E
B1
D
C
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
P.2
R
H
H.3
J
K
L
M
N.1
P
P.2
R
S
CHECKED BY: Checker
B
4/1/2013 9:49:58 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
N.1
1
MAINTENANCE LEVEL 2 - AREA E - LIGHTING PLAN
SCALE: 1/8" = 1'-0"
A
3123
LEVEL 2 - LIGHTING
PLAN - AREA E
E-155
FEEDER
KEY
1.
COPPER CONDUCTORS
FIRE ALARM SYSTEM SHALL BE BY DELEGATED-DESIGN SUBMITTAL. REFERENCE SPECIFICATION 283111 FOR
GENERAL SUBMITTAL REQUIREMENTS.
THE QUALIFIED SYSTEM DESIGNER SHALL DESIGN A SYSTEM COMPLIANT WITH THE REQUIREMENTS OF IFC,
NFPA, STATE OF WYOMING (AHJ), CITY OF JACKSON (AHJ), TETON COUNTY (AHJ) AND JACKSON FIRE
DEPARTMENT (AHJ).
3.
CONTRACTOR SHALL PROVIDE AN ADDRESSABLE ANALOG FIRE ALARM SYSTEM TO INCLUDE, AT A MINIMUM,
THE FOLLOWING SYSTEM COMPONENTS AND FUNCTIONS:
A.
B.
C.
D.
E.
F.
G.
H.
2.
PUBLIC OPERATING MODE WITH AUDIBLE AND VISIBLE NOTIFICATION
VOICE/ALARM COMMUNICATIONS
MANUAL FIRE ALARM
SELECTIVE & SUPPLEMENTARY COVERAGE OF AUTOMATIC FIRE AND SMOKE DETECTION
MONITORING OF ABNORMAL CONDITIONS
ACTIVATION OF FIRE SUPPRESSION SYSTEMS
ACTIVATION OF FIRE SAFETY FUNCTIONS
TRANSMISSION OF ALARM SIGNALS TO OFF-SITE SUPERVISING STATION
REMARK
CONDUCTORS
5
]
ALL FIRE ALARM SYSTEM WIRING AND CABLING SHALL BE INSTALLED IN METAL CONDUIT REGARDLESS OF
CODE EXCEPTIONS.
4.
REFERENCE DIVISION 21 SPECIFICATIONS, DIVISION 23 SPECIFICATIONS, FIRE SUPPRESSION DRAWINGS AND
MECHANICAL DRAWINGS FOR REQUIRED SEQUENCE OF OPERATIONS.
5.
120V POWER CIRCUITS FOR FIRE ALARM REMOTE POWER SUPPLIES ARE NOT SHOWN THIS FIRE ALARM
RISER DIAGRAM OR ON THE DRAWINGS. QUANTITY AND LOCATIONS OF REMOTE POWER SUPPLIES SHALL BE
DETERMINED BY THE QUALIFIED FIRE ALARM SYSTEM DESIGNER. 120V CIRCUITS SHALL BE PROVIDED AS
REQUIRED BY FIRE ALARM SYSTEM DESIGN DOCUMENTS. COSTS ASSOCIATED WITH THESE CIRCUITS SHALL
BE CARRIED IN THE CONTRACTOR'S BASE BID.
[
"C
3-1/2
REMARK
CONDUCTORS
50A3 G
3/4
3#
6 , 1#
10 G
NA
70A3 G
1
3#
4 , 1#
8 G
NA
250A3 G
2
3 # 250 , 1 #
4 G
2-1/2
3 # 350 , 1 #
2 G
100A4 G
1-1/2
4#
1 , 1#
8 G
1-1/2
4#
1 , 1#
6 G
150A4 G
1-1/2
4#
1/0 , 1 #
6 G
2
4#
3/0 , 1 #
4 G
175A4 G
2
4#
2/0 , 1 #
6 G
2-1/2
4#
4/0 , 1 #
4 G
225A4 G
2-1/2
4#
4/0 , 1 #
4 G
2-1/2
4 # 300 , 1 #
2 G
[
400A4 G
2
[
2
4#
3/0 , 1 #
3 G
]
2
[
2-1/2
4 # 250 , 1 #
1 G
]
800A4 G
3
[
3
4 # 300 , 1 #
1/0 G
]
4
[
2-1/2
4 # 250 , 1 #
3/0 G
]
5
[
3-1/2
4 # 500 , 1 #
350 G
] SCHEDULE 80
5
[
4
4 # 600 , 1 #
350 G
] SCHEDULE 80
5
4 # 400 , 1 #
3
[
4/0 G
]
CONTRACTOR SHALL COORDINATE INSTALLATION OF SERVICE TRANSFORMER WITH LOWER VALLEY
ENERGY (LVE). CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED BY LVE.
2.
ALL MOTOR CIRCUIT CONDUCTORS, GROUNDING ELECTRODE CONDUCTORS AND BRANCH CIRCUIT
WIRING SHALL BE THHN/THWN INSULATED COPPER CONDUCTORS.
3.
FEEDER TAGS THIS ONE-LINE HAVE SUBSCRIPTS DENOTING EITHER COPPER (CU) OR ALUMINUM (AL).
4.
ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR SIZED PER
NFPA 70. A MAXIMUM OF THREE BRANCH CIRCUITS SHALL BE PERMITTED TO SHARE THE SAME
HOMERUN. MULITWIRE BRANCH CIRCUITS SHALL NOT BE PERMITTED.
5.
PROVIDE 4" THICK CONCRETE HOUSEKEEPING PADS FOR ALL TRANSFORMERS AND FREE STANDING
ELECTRICAL ENCLOSURES. EXTEND HOUSEKEEPING PADS 6" BEYOND THE FOOT PRINT OF THE
EQUIPMENT.
6.
ALL WIRING SHALL BE IN CONDUIT. CONDUIT EXPOSED TO WEATHER SHALL BE HOT DIPPED, RIGID
GALVANIZED STEEL. CONDUIT INSTALLED BELOW GRADE SHALL BE SCHEDULE 80 PVC. STUB-UPS
FROM BELOW GRADE SHALL BE ACCOMPLISHED UTILIZING HOT DIPPED, RIGID GALVANIZED STEEL
CONDUIT ELBOWS WRAPPED IN PVC TAPE. PVC CONDUIT IS NOT PERMITTED ABOVE GRADE.
7.
FLEXIBLE METAL CONDUIT CONNECTION TO MOTORS, TRANSFORMERS AND OTHER VIBRATING
EQUIPMENT SHALL BE PERMITTED. LIGHTING FIXTURE WHIPS MAY UTILIZE FLEXIBLE METAL
CONDUIT FOR CONNECTION BETWEEN HOMERUN JUNCTION BOX AND FIXTURE.
8.
AUTOMATIC TRANSFER SWITCHES SHOWN THIS SHEET SHALL BE OPEN-TRANSITION, BYPASS
ISOLATION TYPE. NEUTRAL CONDUCTOR SHALL BE SWITCHED.
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
KEY NOTES
X
Job #: 755.011
(THIS SHEET)
High Performance Building Consultants
HVAC SHUTDOWN, FIRE PUMP,
FLOW & TAMPER SWITCHES AND PIV
F
1.
]
4 # 600
4 # 400
1600A4 G
3.
SETS
3
5
(THIS SHEET)
ALUMINUM CONDUCTORS
1400A4 G
FIRE ALARM SYSTEM RISER SHOWN THIS SHEET AND FIRE ALARM DEVICE LAYOUT SHOWN ON DRAWINGS
ARE FOR GENERAL CONFORMANCE TO CODE AND TO PROVIDE A BASIS OF DESIGN. IN ADDITION TO THIS
INFORMATION, CONTRACTOR'S BASE BID SHALL INCLUDE ALL SYSTEMS AND COMPONENTS AS DEEMED
NECESSARY BY THE QUALIFIED FIRE ALARM SYSTEM DESIGNER. THE QUALIFIED FIRE ALARM SYSTEM
DESIGNER SHALL MEET THE MINIMUM QUALIFICATIONS REQUIRED BY SPECIFICATION 283111.
AUXILIARY RELAYS AND
ADDRESSABLE MODULES
"C
SETS
1600A4
2.
GENERAL NOTES
SCHEDULE
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL FIRE ALARM SYSTEM NOTES
1.
PROVIDE LOWER VALLEY ENERGY APPROVED CT CABINET FOR INSTALLATION OF CURRENT
TRANSFORMER AND UTILITY METER.
2.
PROVIDE STEEL REINFORCED CONCRETE PAD. DESIGNED BY STRUCTURAL ENGINEER AND
INSTALLED BY CONTRACTOR. AT A MINIMUM, CONCRETE PAD SHALL EXTEND 1' BEYOND EQUIPMENT
FOOTPRINT ON ALL SIDES.
3.
DIESEL GENERATOR BASIS OF DESIGN: 480Y/277V, 800kW CUMMINS MODEL DQFAB;
WEATHER-PROTECTIVE STEEL ENCLOSURE; SUPER CRITICAL MUFFLER; 2,400 GALLON UL142
DOUBLE WALL BASE FUEL TANK; PACKAGE DIMENSIONS 332" LONG x 98" WIDE x 142" HEIGHT.
DIMENSIONS SHALL BE CONFIRMED WITH GENERATOR MANUFACTURER PRIOR TO INSTALLATION.
4.
PROVIDE TYPE II SURGE PROTECTION DEVICE WITH MINIMUM SURGE CURRENT CAPACITY OF 250kA
PER PHASE AND 125kA PER MODE. CONNECT TO MAIN SWITCHBOARD BY WAY OF CIRCUIT BREAKER
DISCONNECT.
5.
PROVIDE 25% PREPARED SPACE CAPACITY FOR CONNECTION OF FUTURE CIRCUIT BREAKERS.
INITIATING DEVICE CIRCUITS
WG
NOTIFICATION APPLIANCE CIRCUITS
FIRE ALARM
CONTROL PANEL
(FACP)
120V-20A CIRCUIT, LABEL "FIRE ALARM CONTROL PANEL"
DEDICATED TELEPHONE LINE
TELEPHONE LINE VIA LINE SEIZURE
FIRE ALARM DIAGRAM
2
SCALE: NO SCALE
L6
225A MLO
120/208V
3 -4W
L3
225A MLO
120/208V
3 -4W
MAINT
MEZZ
800A3P
(L,INST)
250A3P
(INST)
150A4G
CU
U/G
CU
AL
CU
U/G
ATS-SB1
1400A, 4-POLE
277/480V
65kAIC
L
SWITCHBOARD "ESB1"
1600A, 277/480V
65kAIC, 3 -4W
100A4G
150A4G
ELEC
RM 169
CU
CU
N
E
NOT FOR
CONSTRUCTION
3
DIESEL GENERATOR
800kW-480Y/277V
1
SERVICE
TRANSFORMER
480Y/277V
5
SWITCHBOARD "SB1"
1400A, 277/480V, 65kAIC, 3 -4W
DESIGN DEVELOPMENT
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
50A3G
AL
BUS
STORAGE
MEZZ
MAIN SWITCHBOARD "MSB1"
1600A, 277/480V, 65kAIC, 3 -4W
N
G
M
277/480V
RESISTIVE
& REACTIVE
LOAD BANK
2
1600A3P
(LSI)
AL
WASH EQUIP /
COMPRESSOR
RM 166
100A3P
AL
BUS
STORAGE
MEZZ
150A3P
(INST)
AL
MAINTENANCE
BAY
MEZZ
JACKSON, WYOMING
100A4G
175A4G
70A3G
ELEC
RM 169
U/G
250A3P
(INST)
4
SPD
U/G
250A3P
(INST)
E
1400A3P
(LSIG)
AL
LTG1
100A MLO
277/480V
3 -4W
150A4G
T-LDP1
150kVA
480V208Y/120V
LTG2
100A MLO
277/480V
3 -4W
ATS-HLS
150A 4-POLE
277/480V
N 65kAIC
150A3P
(INST)
ELEC
RM 169
T
HDP1
400A MLO
277/480V
3 -4W
1400A3P
(LSI)
AL
#2
GND
HDP2
800A MLO
277/480V
3 -4W
1400A4G
T-LDP2
150kVA
480V208Y/120V
250A3G
ELEC
RM RES
T
HDP3
800A MLO
277/480V
3 -4W
100A4G
#2
GND
AL
250A3G
T-LDP3
150kVA
480V208Y/120V
U/G
L
%VD
BUS
STORAGE
MEZZ
CU
CU
100A3P
AL
AL
WASH EQUIP /
COMPRESSOR
RM 166
100A4G
%VD
T-L1
45kVA
480V208Y/120V
U/G
ELEC
RM 169
BUS
STORAGE
MEZZ
HLS
150A MLO
277/480V
3 -4W
100A3P
ELEC
RM 169
800A4G
%VD
T
ECB-1
600A-3P
(L,INST)
ECB-2
600A-3P
(L,INST)
800A4G
800A4G
AL
U/G
800A4G
AL
#6
GND
T-LS
30kVA
480V208Y/120V
CU
AL
%VD
T
WASH EQUIP /
COMPRESSOR
RM 166
400A4G
%VD
#8
GND
L1
175A MCB
120/208V
3 -4W
BUS
STORAGE
MEZZ
800A4G
800A4G
MAINTENANCE
BAY MEZZ
BUS
STORAGE
MEZZ
CU
225A4G
LDP1
600A MCB
120/208V
3 -4W
ELEC
RM RES
250A3G
225A4G
LDP2
600A MCB
120/208V
3 -4W
LDP3
600A MCB
120/208V
3 -4W
T
225A4G
AL AL AL
CU CU CU CU CU AL
#2
GND
BUS
STORAGE
MEZZ
AL AL AL
225A4G
100A4G
100A4G
100A4G
100A4G
100A4G
ELEC
RM RES
225A4G
L7
225A MLO
120/208V
3 -4W
225A4G
R3
100A MCB
120/208V
3 -4W
225A4G
MAINT
MEZZ
400A3P
(L,INST)
R1
100A MCB
120/208V
3 -4W
A
225A MLO
120/208V
3 -4W
800A3P
(L,INST)
R6
100A MCB
120/208V
3 -4W
L4
225A MLO
120/208V
3 -4W
BUS
STORAGE
MEZZ
400A3P
(L,INST)
MAINT
MEZZ
LS
100A MCB
120/208V
3 -4W
800A4G
R2
100A MCB
120/208V
3 -4W
R7
100A MCB
120/208V
3 -4W
L2
225A MLO
120/208V
3 -4W
G
L5
225A MLO
120/208V
3 -4W
BUS
STORAGE
MEZZ
G
N
G
2
#6 CU GND IN 1/2"C
#3/0 CU GND
IN 3/4"C
#3/0 CU GND IN 3/4"C
CHECKED BY: Checker
4/1/2013 9:49:59 AM
DRAWN BY: Author
1
METAL UNDERGROUND
WATER PIPE
BUILDING STEEL
AL
CONCRETE ENCASED
ELECTRODE (UFER)
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
1400A4G
ELECTRICAL ONE−LINE DIAGRAM − BUS STORAGE AND MAINTENANCE FACILITY
SCALE: NO SCALE
400A4G
AL
CU
PRIMARY UTILITY FEEDER;
COORDINATE WITH LOWER
VALLEY ENERGY (LVE)
1600A4G
CU
CONCRETE ENCASED
ELECTRODE (UFER)
1600A4
AL
GROUND ROD
1400A4G
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
3123
ELECTRICAL
ONE-LINE DIAGRAM
E-301
FEEDER
KEY
1.
3.
30A3 G
1/2
3#
10 , 1 #
10 G
40A3 G
3/4
3#
8 , 1#
10 G
1-1/2
3#
1/0 , 1 #
6 G
2
3 # 250 , 1 #
2 G
100A4 G
1-1/2
4#
1 , 1#
8 G
150A4 G
1-1/2
4#
1/0 , 1 #
6 G
250A4 G
2-1/2
4 # 250 , 1 #
4 G
3
4 # 400 , 1 #
2/0 G
2.
[
1000A4 G
2
3
[
[
CONTRACTOR SHALL COORDINATE INSTALLATION OF SERVICE TRANSFORMER WITH LOWER VALLEY
ENERGY (LVE). CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED BY LVE.
2.
ALL CNG WIRING SHALL BE THHN/THWN INSULATED COPPER COPPER CONDUCTORS.
3.
ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR SIZED PER
NFPA 70. A MAXIMUM OF THREE BRANCH CIRCUITS SHALL BE PERMITTED TO SHARE THE SAME
HOMERUN. MULITWIRE BRANCH CIRCUITS SHALL NOT BE PERMITTED.
4.
PROVIDE 4" THICK CONCRETE HOUSEKEEPING PADS FOR ALL TRANSFORMERS AND FREE STANDING
ELECTRICAL ENCLOSURES. EXTEND HOUSEKEEPING PADS 6" BEYOND THE FOOT PRINT OF THE
EQUIPMENT.
5.
ALL WIRING SHALL BE IN CONDUIT. CONDUIT EXPOSED TO WEATHER SHALL BE HOT DIPPED, RIGID
GALVANIZED STEEL. CONDUIT INSTALLED BELOW GRADE SHALL BE SCHEDULE 80 PVC. STUB-UPS
FROM BELOW GRADE SHALL BE ACCOMPLISHED UTILIZING HOT DIPPED, RIGID GALVANIZED STEEL
CONDUIT ELBOWS WRAPPED IN PVC TAPE. PVC CONDUIT IS NOT PERMITTED ABOVE GRADE.
6.
FLEXIBLE METAL CONDUIT CONNECTION TO MOTORS, TRANSFORMERS AND OTHER VIBRATING
EQUIPMENT SHALL BE PERMITTED. LIGHTING FIXTURE WHIPS MAY UTILIZE FLEXIBLE METAL
CONDUIT FOR CONNECTION BETWEEN HOMERUN JUNCTION BOX AND FIXTURE.
]
]
FIRE ALARM SYSTEM RISER SHOWN THIS SHEET AND FIRE ALARM DEVICE LAYOUT SHOWN ON DRAWINGS
ARE FOR GENERAL CONFORMANCE TO CODE AND TO PROVIDE A BASIS OF DESIGN. IN ADDITION TO THIS
INFORMATION, CONTRACTOR'S BASE BID SHALL INCLUDE ALL SYSTEMS AND COMPONENTS AS DEEMED
NECESSARY BY THE QUALIFIED FIRE ALARM SYSTEM DESIGNER. THE QUALIFIED FIRE ALARM SYSTEM
DESIGNER SHALL MEET THE MINIMUM QUALIFICATIONS REQUIRED BY SPECIFICATION 283111.
7.
3.
ALL FIRE ALARM SYSTEM WIRING AND CABLING SHALL BE INSTALLED IN METAL CONDUIT REGARDLESS OF
CODE EXCEPTIONS.
4.
REFERENCE DIVISION 21 SPECIFICATIONS, DIVISION 23 SPECIFICATIONS, FIRE SUPPRESSION DRAWINGS AND
MECHANICAL DRAWINGS FOR REQUIRED SEQUENCE OF OPERATIONS.
5.
120V POWER CIRCUITS FOR FIRE ALARM REMOTE POWER SUPPLIES ARE NOT SHOWN THIS FIRE ALARM
RISER DIAGRAM OR ON THE DRAWINGS. QUANTITY AND LOCATIONS OF REMOTE POWER SUPPLIES SHALL BE
DETERMINED BY THE QUALIFIED FIRE ALARM SYSTEM DESIGNER. 120V CIRCUITS SHALL BE PROVIDED AS
REQUIRED BY FIRE ALARM SYSTEM DESIGN DOCUMENTS. COSTS ASSOCIATED WITH THESE CIRCUITS SHALL
BE CARRIED IN THE CONTRACTOR'S BASE BID.
AUXILIARY RELAYS AND
ADDRESSABLE MODULES
1.
]
4 # 400
500A3 G
PUBLIC OPERATING MODE WITH AUDIBLE AND VISIBLE NOTIFICATION
VOICE/ALARM COMMUNICATIONS
MANUAL FIRE ALARM
SELECTIVE & SUPPLEMENTARY COVERAGE OF AUTOMATIC FIRE AND SMOKE DETECTION
MONITORING OF ABNORMAL CONDITIONS
ACTIVATION OF FIRE SUPPRESSION SYSTEMS
ACTIVATION OF FIRE SAFETY FUNCTIONS
TRANSMISSION OF ALARM SIGNALS TO OFF-SITE SUPERVISING STATION
REMARK
CONDUCTORS
3
5
150A3 G
CONTRACTOR SHALL PROVIDE AN ADDRESSABLE ANALOG FIRE ALARM SYSTEM TO INCLUDE, AT A MINIMUM,
THE FOLLOWING SYSTEM COMPONENTS AND FUNCTIONS:
A.
B.
C.
D.
E.
F.
G.
H.
"C
SETS
THE QUALIFIED SYSTEM DESIGNER SHALL DESIGN A SYSTEM COMPLIANT WITH THE REQUIREMENTS OF IFC,
NFPA, STATE OF WYOMING (AHJ), CITY OF JACKSON (AHJ), TETON COUNTY (AHJ) AND JACKSON FIRE
DEPARTMENT (AHJ).
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
www.megroup.com
Job #: 755.011
High Performance Building Consultants
(THIS SHEET)
PROVIDE LOWER VALLEY ENERGY APPROVED CT CABINET FOR INSTALLATION OF CURRENT
TRANSFORMER AND UTILITY METER.
2.
PROVIDE STEEL REINFORCED CONCRETE PAD. DESIGNED BY STRUCTURAL ENGINEER AND
INSTALLED BY CONTRACTOR. AT A MINIMUM, CONCRETE PAD SHALL EXTEND 1' BEYOND
ENCLOSURE FOOTPRINT ON ALL SIDES.
3.
DIESEL GENERATOR BASIS OF DESIGN: 480Y/277V, 450kW CUMMINS MODEL DFEJ;
WEATHER-PROTECTIVE STEEL ENCLOSURE; SUPER CRITICAL MUFFLER; 1,470 GALLON UL142
DOUBLE WALL BASE FUEL TANK; PACKAGE DIMENSIONS 200" LONG x 82" WIDE x 128" HEIGHT.
DIMENSIONS SHALL BE CONFIRMED WITH GENERATOR MANUFACTURER PRIOR TO INSTALLATION.
4.
PROVIDE TYPE II SURGE PROTECTION DEVICE WITH MINIMUM SURGE CURRENT CAPACITY OF 250kA
PER PHASE AND 125kA PER MODE. CONNECT TO MAIN SWITCHBOARD BY WAY OF CIRCUIT BREAKER
DISCONNECT.
5.
PROVIDE 25% PREPARED SPACE CAPACITY FOR CONNECTION OF FUTURE CIRCUIT BREAKERS.
WG
NOTIFICATION APPLIANCE CIRCUITS
X
1.
INITIATING DEVICE CIRCUITS
m GR UP
e
d e s i g n
AUTOMATIC TRANSFER SWITCH SHOWN THIS SHEET SHALL BE OPEN-TRANSITION, BYPASS
ISOLATION TYPE. NEUTRAL CONDUCTOR SHALL BE SWITCHED.
KEY NOTES
HVAC SHUTDOWN, FIRE PUMP,
FLOW & TAMPER SWITCHES AND PIV
F
(THIS SHEET)
COPPER CONDUCTORS
FIRE ALARM SYSTEM SHALL BE BY DELEGATED-DESIGN SUBMITTAL. REFERENCE SPECIFICATION 283111 FOR
GENERAL SUBMITTAL REQUIREMENTS.
1600A4
2.
GENERAL NOTES
SCHEDULE
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
GENERAL FIRE ALARM SYSTEM NOTES
FIRE ALARM
CONTROL PANEL
(FACP)
120V-20A CIRCUIT, LABEL "FIRE ALARM CONTROL PANEL"
DEDICATED TELEPHONE LINE
TELEPHONE LINE VIA LINE SEIZURE
FIRE ALARM DIAGRAM
30A3G
40A3G
500A3G
40A3G
100A4G
100A3P
L
CONTROL
PANEL
600A3P
(LSI)
ATS-SB2
1000A, 4-POLE
277/480V
65kAIC
CONTROL
PANEL
500A3G
CONTROL
PANEL
DIESEL GENERATOR
450kW-480Y/277V
1600A3P
(LSIG)
DISTRIBUTION BOARD "SB2"
1000A, 277/480V, 65kAIC, 3 -4W
E
G
MAIN SWITCHBOARD "MSB2"
1600A, 277/480V, 65kAIC, 3 -4W
3
1
SERVICE
TRANSFORMER
480Y/277V
5
N
DESIGN DEVELOPMENT
4
SPD
JACKSON, WYOMING
M
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
M
1000A3P
(LSI)
M
70A3P
(INST)
T
150A3G
150A4G
500A3G
300HP
COMPRESSOR
T-L8
75kVA
480V208Y/120V
150A3P
(INST)
150A3P
(INST)
600A3P
(LSI)
40A3G
70A3P
(INST)
CONTROL
PANEL
20HP
COOLER
FAN
30A3G
HDP4
150A MLO
277/480V
3 -4W
#4
GND
CONTROL
PANEL
GAS
DRYER
25A3P
M
1000A3P
(LSI)
M
L8
250A MCB
120/208V
3 -4W
1000A4G
300HP
COMPRESSOR
250A4G
20HP
COOLER
FAN
500A3G
SCALE: NO SCALE
40A3G
2
M
N
G
G
N
G
2
NOT FOR
CONSTRUCTION
#6 CU GND IN 1/2"C
#3/0 CU GND
IN 3/4"C
#3/0 CU GND IN 3/4"C
SCALE: NO SCALE
PRIMARY UTILITY FEEDER;
COORDINATE WITH LOWER
VALLEY ENERGY (LVE)
1000A4G
CONCRETE ENCASED
ELECTRODE (UFER)
METAL UNDERGROUND
WATER PIPE
BUILDING STEEL
ELECTRICAL ONE−LINE DIAGRAM − CNG
AL
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
PROJECT No:
3123
CHECKED BY: Checker
ELECTRICAL
ONE-LINE DIAGRAM
4/1/2013 9:50:00 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
1
CONCRETE ENCASED
ELECTRODE (UFER)
1600A4
GROUND ROD
1000A4G
E-302
KEY
DESCRIPTION
EQUIV.
LISTED LOAD
HP
FLA
KW
LOAD (VA)
VOLTS
NEMA
DISCONNECT
PH MOTOR CIRCUIT CONDUCTORS
CONDUCTORS
CONDUIT
SWITCH
FUSE
STARTER SIZE
SOURCE PANEL
NOTES
MAINTENANCE EQUIPMENT SCHEDULE
EQUIP #
DESCRIPTION
QTY
LISTED LOAD
HP
AHU-1
AIR HANDLER (OFFICE/ADMIN)
48
39.91
39906
480
3
3 # 4, 1 # 8 G
1
60 A 3 P
60
-
HDP2
-
ERV-1
ERV (BUS STORAGE)
66.4
55.2
55204
480
3
3 # 2, 1 # 8 G
1-1/4
-
-
-
HDP2
1
ERV-2
ERV (MAINTENANCE BAY)
148.8
123.7
123710
480
3
3 # 3/0, 1 # 6 G
2
-
-
-
HDP3
1
ERV-3
ERV (RESIDENTIAL)
64.24
23.1
23144
208
3
3 # 2, 1 # 8 G
1-1/4
-
-
-
LDP3
1
HWP-1
HOT WATER CIRC PUMP
5
7.6
6.32
6319
480
3
3 # 12, 1 # 12 G
1/2
-
-
-
HDP2
1
HWP-2
HOT WATER CIRC PUMP
5
7.6
6.32
6319
480
3
3 # 12, 1 # 12 G
1/2
-
-
-
HDP2
1
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
MECHANICAL EQUIPMENT SCHEDULE
FLA
EQUIV.
KW
VOLTS
PH
LOAD (VA)
FEEDERS
DISCONNECT
PANEL / CIRCUIT #
CONDUCTORS
CONDUIT
DISC SW
FUSE
NOTES
LUBE / COMPRESSOR ROOM #112
2165
AIR COMPRESSOR
1
25
28267
480
3
3 # 4, 1 # 8 G
1 1/4
100 A 3 P
70
2231
DRYER, AIR, REFRIGERATED
1
1-1/2
2494
480
3
3 # 12, 1 # 12 G
3/4
30 A 3 P
15
7240
FLUID MANAGEMENT SYSTEM
1
120
1
2
TIRE SHOP & STORAGE #117
HWP-3
HOT WATER CIRC PUMP
5
7.6
6.32
6319
480
3
3 # 12, 1 # 12 G
1/2
-
-
-
HDP2
1
BP-1
MEZZANINE
1
4.6
1.67
1657
208
3
3 # 12, 1 # 12 G
1/2
-
-
-
L2
1
24501
CHARGER, TIRE, BUS-LARGE TRUCK
1
1
49051
BALANCER, SHEEL ELECTRONIC
1
1
m GR UP
e
d e s i g n
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
BATTERY STORAGE #114
BP-2
MEZZANINE
1
4.6
1.67
1657
208
3
3 # 12, 1 # 12 G
1/2
-
-
-
L2
1
BP-3
MEZZANINE
1
4.6
1.67
1657
208
3
3 # 12, 1 # 12 G
1/2
-
-
-
L2
1
B-1
MEZZANINE
5
600
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
2
B-2
MEZZANINE
5
600
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
2
B-3
MEZZANINE
5
600
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
2
EF-1
ADMIN TOILET ROOMS
1/2
5.4
1.12
1123
208
1
2 # 12, 1 # 12 G
1/2
20 A 2 P
10
-
A
-
EF-2
MAINTENANCE TOILET ROOMS
1/4
5.8
0.7
696
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L4
3
EF-3
BATTERY STORAGE
1/6
4.4
0.5
528
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L4
3
EF-4
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-5
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-6
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-7
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-8
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-9
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-10
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-11
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-12
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-13
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-14
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-15
RESIDENTIAL TOILET ROOM
1/12
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
SEE PLANS
4
EF-16
CNG COMPRESSOR ROOM
1/3
7.2
0.86
864
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L8
3
20751
UH-1
WASH/EQUIP COMPRESSOR ROOM
16
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L1
2
UH-2
WASH/EQUIP COMPRESSOR ROOM
16
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L1
UH-3
WATER ENTRY
16
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
EUH-1
CNG COMPRESSOR ROOM
15
15000
480
3
3 # 10, 1 # 10 G
1/2
-
-
EUH-2
CNG ELECTRICAL ROOM
5
5000
480
3
3 # 12, 1 # 12 G
1/2
-
EUH-3
CNG OFFICE
5
5000
480
3
3 # 12, 1 # 12 G
1/2
EUH-4
VESTIBULE 162
5
5000
480
3
3 # 12, 1 # 12 G
EUH-5
ELEC EQUIP 168
5
5000
480
3
EUH-6
ELEC SWITCHGEAR 168
5
5000
480
GUH-1
WASH BAY
1/3
7.2
0.9
864
GUH-2
CHASSIS WASH
1/3
7.2
0.9
GF-1
GLYCOL FEEDEER TANK
1/3
7.2
DCP-1
BUILDING
1/12
SCP-1
SOLAR DHW
1/2
ESP-1
2045
CHARGER, BATTERY
2
1560
120
1
2 # 12, 1 # 12 G
3/4
2
www.megroup.com
LIGHT DUTY REPAIR BAY #1, #2, #3
3466
REEL, VEHICLE EXHAUST, MOTOR OPERATED, 4" HOSE
2
57141
LIFT, SIRFACE MTD, TWIN POST, 15,000lbs
1
5716
LIFT, SIRFACE MTD, TWIN POST, 18,000lbs
1
3/4
1656
120
1
2 # 10, 1 # 10 G
3/4
30 A 1 P
Job #: 755.011
25
High Performance Building Consultants
1
3
4077
208
1
2 # 8, 1 # 10 G
3/4
60 A 2 P
35
TOOL BOX STORAGE #113
7540
PUMP, DIAPHRAGM, FLUID
1
7541
PUMP, DIAPHRAGM, FLUID
1
REBUILD SHOP #101
20761
GRINDER 6" WITH PEDESTAL
1
1
22051
DRILL PRESS
1
1
23441
IRON WORKER
1
1
26901
SAW, BAND, HORIZONTAL
1
1
29141
WELDER, MIG
1
1
29151
CUTTER, PLASMA
1
1
29401
WELDER, MIG
1
1
3290
FUME EXTRACTION ARM, WELDING
1
92001
UO BURNER
1
1
BUFFER/GRINDER, BENCH MTD
1
1
21911
CRIMPER, FITTINGS/HOSE ELECTRIC
1
1
2
22201
DRILL PRESS
1
1
L1
2
23601
LATHE, BRAKE DRUM
1
1
-
HDP4
6
25501
PRESS, AIR/HYDRAULIC 55 TON
1
1
-
-
HDP4
6
26981
SAW, CUTOFF, ABRASIVE
1
1
-
-
-
HDP4
6
3784
WASHER, PARTS, AUTOMATIC, FRONT LOAD
1
1/2
-
-
-
HDP1
6
7540
PUMP, DIAPHRAGM (UO)
1
3 # 12, 1 # 12 G
1/2
-
-
-
HDP1
6
7541
PUMP, DIAPHRAGM (UC)
1
3
3 # 12, 1 # 12 G
1/2
-
-
-
HDP1
6
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L1
3
2340
FLOOR SCRUBBER, 28" PATH
1
864
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L1
3
29161
WELDER, MIG
1
1
0.9
864
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
3
29351
WELDER, STICK AC/DC
1
1
1
0.12
120
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
5
5.4
1.123
1123
208
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
5
3460
REEL, VEHICLE EXHAUST, MOTOR OPERATED, 6" HOSE
9
ADMINISTRATION ELEVATOR PIT
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
3
35401
TANK, PART CLEANING
1
ESP-2
RESIDENTIAL ELEVATOR PIT
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L7
3
5050
CRANE, BRIDGE, TOP RUNNING, 5 TON
1
WH-1
MAIN BLDG
3
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
2
5691
LIFT, AXLE, SCISSOR, ADJUSTABLE, 60,000 lbs.
2
WH-2
MAIN BLDG
3
120
1
2 # 12, 1 # 12 G
1/2
-
-
-
L2
2
5775
LIFT, PARALLELOGRAM, 75,000 lbs., 30'
1
58401
LIFT, COLUMN, MOBILE (SET OF 4), BATTERY OPERATED, 72,000 POUNDS
2
5842
LIFT, COLUMN, MOBILE (SET OF 4), BATTERY OPERATED, 72,000 POUNDS
1
58421
LIFT, COLUMN, MOBILE (SET OF 4), BATTERY OPERATED, 72,000 POUNDS
1
5861
LIFT, COLUMN, MOBILE (SET OF 6), BATTERY POWERED, WIRELESS, 108,000 POUNDS
1
COMMON WORK AREA #105
3
49
6
10192
208
1
2 # 4, 1 # 8 G
1
120
1
2 # 12, 1 # 12 G
3/4
100 A 2 P
80
PORTABLE EQUIPMENT STORAGE #131
3
HEAVY DUTY REPAIR BAY #1 - #8
1
1914
208
1
2 # 12, 1 # 12 G
3/4
30 A 2 P
15
480
3
3 # 4, 1 # 10 G
1
60 A 3 P
60
1. CONNECT SUPPLY CONDUCTORS TO VFD PROVIDED BY DIVISION 23 CONTRACTOR.
2. PROVIDE HEAVY DUTY, SINGLE-POLE TOGGLE SWITCH TO SERVE AS LOCAL DISCONNECTING MEANS.
3. PROVIDE HEAVY DUTY, SINGLE-POLE, FRACTIONAL HORSEPOWER MANUAL STARTER WITH OVERLOAD PROTECTION. SIZE PER NAMEPLATE RATING OF UNIT.
4. CONNECT TO DEDICATED TOGGLE SWITCH. GANG WITH TOILET ROOM LIGHTING SWITCH.
1
1
5. UNIT PROVIDED WITH SUPPLY CORD AND NEMA 5-20P PLUG.
6. UNIT PROVIDED WITH FACTORY INSTALLED DISCONNECT SWITCH.
CHASSIS WASH #133
5775
LIFT, PARALLELOGRAM, 75,000 lbs., 30'
37181
WASHER, HI PRESSURE/HOT WATER, HG
1
20
22447
480
3
3 # 4, 1 # 10 G
1
60 A 3 P
60
1
VEHICLE DRIVE AISLE #136
FLOOR, SCRUBBER, RIDING
2341
1
3
BUS WASH #153
3841
WASHER, TWO BRUSH, DRIVE-THROUGH
1
WASH EQUIP/COMPRESSOR #166
MAIN CONTROL PANEL
1
15
480
3
3 # 12, 1 # 12 G
3/4
RECYCLING/PUMP CONTROL PANEL
1
60
480
3
3 # 6, 1 # 10 G
1
BLOWER CONTROL PANEL
1
125
480
3
3 # 1, 1 # 6 G
1 1/2
OZONE GENERATOR
1
15
120
1
2 # 12, 1 # 12 G
3/4
480
3
3 # 10, 1 # 10 G
3/4
120
1
2 # 12, 1 # 12 G
3/4
DESIGN DEVELOPMENT
22447
JACKSON, WYOMING
20
NOTES:
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
1
WASH EQUIP/COMPRESSOR #166
2161
COMPRESSOR, AIR RECEIVER MTD, 10HP DUPLEX
1
2228
DRYER, AIR, REFRIGERATEDM 100CFM
1
10
11639
0.93
30 A 3 P
25
NOTES:
NOT FOR
CONSTRUCTION
1. EXISTING EQUIPMENT - VERIFY EXACT REQUIREMENTS
2. PROVIDE DEDICATED DUPLEX RECEPTACLE FOR CONNECTION TO EQUIPMENT
3. PROVIDE CONNECTION FOR BATTERY CHARGER - VERIFY REQUIREMENTS WITH VENDOR
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
ELECTRICAL
SCHEDULES
4/1/2013 9:50:01 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
E-601
RESIDENTIAL & ADMINISTRATION LUMINAIRE SCHEDULE
EXTERIOR LUMINAIRE SCHEDULE
MANUFACTURER
DESCRIPTION
AA2
TYPICAL LOCATION
2' X 2' LED TROFFER
OR APPROVED
CATALOG SERIES NUMBER
LAMPS
EQUIVALENT
OR APPROVED EQUIVALENT
(QTY) TYPE
CREE
AR22
3500 K LED
VOLTAGE
MOUNTING
R
120-277
S
P
NOTES
2' X 4' RECESSED LAY-IN TROFFER
NULITE
G2-232T8-UNIV
2 - 32T8
OR APPROVED
CATALOG SERIES NUMBER
LAMPS
INPUT
EQUIVALENT
OR APPROVED EQUIVALENT
(QTY) TYPE
WATTS
LED
154
UNIVERSAL
X
206
UNIVERSAL
X
412
UNIVERSAL
X
309
UNIVERSAL
X
50
UNIVERSAL
X
46
UNIVERSAL
X
54
UNIVERSAL
15
UNIVERSAL
W
X
1
SS1
POLE MOUNTED LED LUMINAIRE WITH ONE HEAD, 2 LIGHT SQUARES,
GLEON
GLEON-AA-02-LED-E1-T3 + 20' TBF
TYPE III DISTRIBUTION, MOUNTED AT 20'.
32 WATT
AA3
DESCRIPTION
TYPE
UNIV
SS2
X
SURFACE MOUNT LED STRIP LIGHT
AXIS
BSLED-B1-500-35-AP-UNV-SC
3500K LED
UNV
SS3
X
POLE MOUNTED LED LUMINAIRE WITH ONE HEAD, 4 LIGHT SQUARES,
GLEON
GLEON-AA-04-LED-E1-T4 + 20' TBF
AA5
SURFACE MOUNT LED STRIP LIGHT
AXIS
BSLED-B1-500-35-AP-UNV-SC
3500K LED
UNV
SS4
X
LED
AA5
SURFACE MOUNT LED STRIP LIGHT
AXIS
BSLED-B1-500-35-AP-UNV-SC
3500K LED
UNV
SA1
X
PENDANT MOUNTED UP/DOWN FLUORESCENT LIGHT
ARCHITECTURAL LIGHTING
LPLUU-S-4-IT8-R-WD
2 - 32T8
GLEON
(2) GLEON-AA-04-LED-E1-T3 ROTATED OPTICS + 20' TBF
UNIV
SA2
X
LED
POLE MOUNTED LED LUMINAIRE WITH ONE HEAD, 6 LIGHT SQUARES,
GLEON
GLEON-AA-06-LED-E1-5WQ + 20' TBF
PENDANT MOUNTED LED ADJUSTABLE RAIL MOUNTED LIGHT
PHILIPS
LEDINO
2700K
120 V
SW3
X
LED
15" X 15" RECESSED CANOPY LED FIXTURE
McGRAW-EDISON
LRC-B16-1-LED-E1-WST @ 9' TBF
FLUORESCENT SOFFIT FIXTURE WITH T8 LAMPS
METALUMEN
CS3-A-N-W-W-4-B
1 - T32T8
NOTES
W
LED
4000 DEG. KELVIN
15" X 15" RECESSED CANOPY LED FIXTURE
McGRAW-EDISON
LRC-B32-4-LED-E1-WST @ 14' TBF
LED
m GR UP
e
d e s i g n
4000 DEG. KELVIN
WALL MOUNTED LED FIXTURE
INVUE
LED
ENT-C02-LED-E1-BL4
X
707 17th Street, SUITE 3000
DENVER, CO
80202
303 . 382 . 1920
T:
303 . 382 . 1930
F:
4000 DEG. KELVIN
(3) 7.5W LED
CC1
P
4000 DEG. KELVIN
WITH WIDE SYMMETRICAL DISTRIBUTION.
BB2
S
4000 DEG. KELVIN
WITH WIDE SYMMETRICAL DISTRIBUTION.
500 LM/FT
BB1
POLE MOUNTED LED LUMINAIRE WITH TWO HEADS HEAD, 4 LIGHT SQUARES
TYPE V SQUARE WIDE DISTRIBUTION, MOUNTED AT 20'.
500 LM/FT
R
4000 DEG. KELVIN
PER HEAD, TYPE III ROTATED OPTICS, MOUNTED AT 20'.
500 LM/FT
MOUNTING
4000 DEG. KELVIN
TYPE IV DISTRIBUTION, MOUNTED AT 20'.
AA4
VOLTAGE
1050 17th STREET
SUITE A200
DENVER, CO 80265
303 295 1717 t
303 292 0845 f
MANUFACTURER
TYPE
277 V
ST4
X
LED STEP LIGHT
COLE LIGHTING
LED
L612 @ 18 INCH
X
3000 DEG. KELVIN
www.megroup.com
CC1-D
FLUORESCENT SOFFIT FIXTURE WITH T8 LAMPS
METALUMEN
CS3-A-N-W-W-4-B
1 - T32T8
277 V
X
1
GENERAL NOTES:
Job #: 755.011
1. TYPICAL LUMINAIRE MOUNTING DESIGNATIONS SHALL BE "R" FOR RECESSED, "S" FOR SURFACE, "P" FOR PENDANT, AND "W" FOR WALL.
2. ALL FLUORESCENT AND LINEAR FLUORESCENT LAMPS SHALL BE 4000 DEGREES KELVIN, UNLESS OTHERWISE NOTED.
CC2
GRID MOUNTED ASYMMETRIC LIGHT
NULITE
X-G44-CM-132-IDP2S32SC-4
1 - 32T8
UNIV
X
High Performance Building Consultants
3. FLUORESCENT BALLASTS SHALL BE ELECTRONIC PROGRAM START, UNLESS OTHERWISE NOTED.
4. ALL INDOOR FIXTURES WITH DOUBLE ENDED LAMPS AND CONTAINING BALLASTS THAT CAN BE SERVICED IN PLACE SHALL BE FURNISHED WITH MEANS OF DISCONNECTION AS REQUIRED BY N.E.C. ARTICLE 410.73(G).
DD1
LED DOWNLIGHT WITH 50 DEGREE CUTOFF
COOPER LIGHTING
LDSQ4-09-ESQ4-835-4LSQ1-H
3500K LED
UNIV
X
UNIV
X
UNIV
X
900 LUMEN
DD2
LED DOWNLIGHT WALL WASH
COOPER LIGHTING
LDSQ4-09-ESQ4-835-4LQOLWW1-H
3500K LED
INTERIOR LUMINAIRE SCHEDULE
900 LUMEN
DD3
DD4
LED DOWNLIGHT FIXED DOWNLIGHT
LED DOWNLIGHT WALL WASH
LUCIFER
LUCIFER
DL38ZP-IC-SS-9508-35-2
3500K LED
DH-IC-ZF-9508-UNIVND
800 LUMEN
DL38ZP-IC-SS-9508-35-2
3500K LED
DH-IC-ZF-9508-UNIVND
800 LUMEN
DD5
SURFACE MOUNTED RECTANGULAR BOX LIGHT FIXTURE
TECH LIGHTING
700BX-L-S-CF
PP1
PENDANT MOUNT SWAG SOCKETT AND LAMP LIGHTS. CEILING
TECH LIGHTING
SoCo-RED-SATIN NICKEL-300BHV483
MOUNTED WITH ADJUSTABLE CORD AND LIGHT LENGTHS
700TDSWG-S SWAG HOOK
MANUFACTURER
6" lED PENDANT MOUNTED CYLINDER
INTENSE
ICCLED6-1100-35-55-SV-C-C144
UNIV
X
10" FLUORESCENT RECESSED WALL WASHER
ELP
118 TTWW-AK
C1
(2) 13W 2GX7
120 V
3500K LED
120 V
X
120/277 V
X
X
F1
RECESSED MOUNTED BEAM 2-3/8" WIDE LED LUMINAIRE
AXIS
BRLED-B1-500-35-SO-S-C-UNV-DF
3500K LED
F2
VERTICAL MOUNTED BEAM 2-3/8" WIDE LED LUMINAIRE
AXIS
BRVLED-B1-500-35-SO-8-C-UNV-DF
1 - 18W
120/277 V
S1
X
SMALL PROFILE SURFACE MOUNTED OPAL ACRYLIC LENSE
NULITE
17-1-32T8-UNV
CABLE MOUNTED ADJUSTABLE LED FIXTURE
OR APPROVED EQUIVALENT
C6L1520-DL-35K-CCD-P-C6L20-N
TRANSIT CENTER
OFFICE
4' FLUORESCENT STRIP FIXTURE WITH WIREGUARD AND CHAIN HANGERS
4' FLUORESCENT STRIP FIXTURE WITH ACRYLIC LENS AND WET LOCATION
(QTY) TYPE
R
LED
120
3500 DEG. KELVIN
277
NOTES
MOUNTING
S
P
W
X
METALUX
2-AC2-232-BP-UNV
(2) 32W T8
UNIVERSAL
EQUIPMENT ROOMS
METALUX
SNF-232-UNV-WG/SNF-4FT-CHAIN
(2) 32W T8
UNIVERSAL
WASH/WET ROOMS
METALUX
VT2-232-LEX-UNV-WL
(2) 32W T8
UNIVERSAL
BUS PARKING AND MAINTAINANCE
ALBEO
LED
UNIVERSAL
X
UNIVERSAL
X
X
X
3500K LED
3500K LED
1 - 32T8
X
LED MODULE HIGH BAY FIXTURE WITH STANDARD 120 DEGREE OPTICS,
HX-2-ST-4H-U2-1-0
TECHNOLOGIES
4000 DEG. KELVIN
HIGH CRI
UNI
S2
X
LED MODULE HIGH BAY FIXTURE WITH STANDARD 120 DEGREE OPTICS,
BUS PARKING AND MAINTAINANCE
ALBEO
HX-6-ST-4H-U2-1-0
TECHNOLOGIES
6 MODULES, AND DIMMING CONTROL
LED
4000 DEG. KELVIN
HIGH CRI
UNI
X
V1
UNV
V2
X
4' FLUORESCENT EMERGENCY STRIP FIXTURE WITH TAMPERPROOF
LOCATIONS WITH LED
HOUSING, LENS, AND BATTERY BCK-UP
GENERAL LIGHTING
INDOOR/OUTDOOR LED EMERGENCY LIGHT FIXTURE WITH WET LOCATION
EXTERIOR EXITS
ATLITE
FTP-2-32
(2) 32W T8
120
X
X
X
277
ISOLITE
ELEC-EM-BZ-H1
LED
LISTING, BATTERY BACK-UP, COLD WEATHER RATING, AND SELF
FLUORESCENT LUMINAIRE
TT1
2' X 4' RECESSED INDIRECT/DIRECT FLURESCENT FIXTURE WITH FROSTED
ACRYLIC LENS, SHIELDING, AND DIMMING CONTROL
2 MODULES, AND DIMMING CONTROL
500 LM/FT
SS1
LIGHTOLIER
VOLTAGE
LISTING
500 LM/FT
RR3
ALL LOCATION TYPES
LAMPS
A19 8W
TRIPLE TUBE
RR2
6" RECESSED LED DOWNLIGHT WITH COMFORT CLEAR DIFFUSE
CATALOG SERIES NUMBER
REFLECTOR
1100 LUMENS
RR1
OR APPROVED
EQUIVALENT
A2
700TDMRD-11-S MINI CANOPIE
PP2
TYPICAL LOCATION
DESCRIPTION
TYPE
120
X
277
DIAGNOSTICS
TECH LIGHTING
700KHELLO-3-SATIN ALUMINUM
1 - MR16
120 V
W1
X
LED EXIT SIGN WITH GREEN LETTERS WHITE HOUSING, AND SELF
ALL LOCATION TYPES
SURE-LITES
WASH/WET ROOMS
ISOLITE
LPX-6-SD
LED
UNIVERSAL
X
X
X
MAX-AC-G-X-WW-XX-SD
LED
UNIVERSAL
X
X
X
DIAGNOSTICS, NUMBER OF FACES, MOUNTING, AND CHEVRONS PER
PLANS
WW1
DECORATIVE LED WALL SCONCE
ARCHITECTURAL LIGHTING
CAS-6 WATT LED-ID-REM-277-AL
3500k LED
277 V
X
6W MR-16 LED
WW2
3 LIGHT BATH LIGHT SATIN NICKEL FINISH
PHILIPS
F479036
12v BIPIN GY6.35
W2
LED EXIT SIGN WITH GREEN LETTERS, WHITE HOUSING, SELF DIAGNOSTICS
AND WET LOCATION LISTING, NUMBER OF FACES, MOUNTING, AND
CHEVRONS PER PLANS
120 V
X
GENERAL NOTES:
1. TYPICAL LUMINAIRE MOUNTING DESIGNATIONS SHALL BE "R" FOR RECESSED, "S" FOR SURFACE, "P" FOR PENDANT, AND "W" FOR WALL.
2. ALL FLUORESCENT AND LINEAR FLUORESCENT LAMPS SHALL BE 3500 DEGREES KELVIN, UNLESS OTHERWISE NOTED.
WW3
DECORATIVE LED WALL SCONCE
ARCHITECTURAL LIGHTING
CAS-6 WATT LED-ID-REM-277-AL
3500k LED
277 V
X
(2) 39W T5
120 V
X
32700K LED
120 V
X
CFQ13W/G24Q
277 V
X
3500K LED
120 V
X
277 V
X
6W MR-16 LED
WW4
RECTANGULAR MIRROR SURROUNDED BY COVE OF LIGHT
TECH LIGHTING
700BCSIB-R-S-CF
WW5
BEDSIDE WALL LED SCONCE READING LIGHT
CERNOGROUP
LEVO 30-120-H
3. FLUORESCENT BALLASTS SHALL BE ELECTRONIC PROGRAM START, UNLESS OTHERWISE NOTED.
4. ALL INDOOR FIXTURES WITH DOUBLE ENDED LAMPS AND CONTAINING BALLASTS THAT CAN BE SERVICED IN PLACE SHALL BE FURNISHED WITH MEANS OF DISCONNECTION AS REQUIRED BY N.E.C. ARTICLE 410.73(G).
HESS AMERICA
XXL1
LINEAR LED EXTERIOR SIGNAGE LIGHT
VISUAL LIGHTING TECHNOLOGIES
CS150-13-7-A-SG
ELL-2SL-2545-35-AL-PG-
5.5W/FT
XXW2
BRONZE LED SLIM WALL PACKS
RAB LIGHTING
SLIM18Y
3000K LED
18W
XXW3
EXTERIOR FLUORESCENT BOLLARD WITH SINGLE SIDE LIGHT
BEGA
8844P
24W FL T5HO
UNIV
70W MH PAR30
277 V
3000k LED
277 V
OUTPUT
XXW4
IID1
EXTERIOR GROUND MOUNTED FLAG POLE LIGHT
PHILIPS
LED 6-1/4" IN GROUND LUMINAIRE
COOPER LIGHTING
SL-23-70MH-277-SPT-ADA-NA-HL
696-6LED3041-277/12-CS
6LED3041
GENERAL NOTES:
A TYPICAL LUMINAIRE MOUNTING DESIGNATIONS SHALL BE "R" FOR RECESSED, "S" FOR SURFACE, "P" FOR PENDANT, AND "W" FOR WALL.
B ALL FLUORESCENT AND LINEAR FLUORESCENT LAMPS SHALL BE 3500 DEGREES KELVIN, UNLESS OTHERWISE NOTED.
C FLUORESCENT BALLASTS SHALL BE ELECTRONIC PROGRAM START, UNLESS OTHERWISE NOTED.
D ALL INDOOR FIXTURES WITH DOUBLE ENDED LAMPS AND CONTAINING BALLASTS THAT CAN BE SERVICED IN PLACE SHALL BE FURNISHED WITH MEANS OF DISCONNECTION AS REQUIRED BY N.E.C. ARTICLE 410.73(G).
PROJECT NOTES:
1 PROVIDE 0-10 VOLT DIMMING
DESIGN DEVELOPMENT
WALL MOUNTED SQUARE COMPACT FLUORESCENT LUMINAIRE
JACKSON, WYOMING
WW6
TOWN OF JACKSON
START BUS MAINTENANCE &
OPERATIONS FACILITY
75 LUMENS
NOT FOR
CONSTRUCTION
1
DESIGN DEVELOPMENT
4/18/13
No
REVISION/SUBMISSION
DATE
COPYRIGHT 2013 - RNL. This document, and the ideas and design concepts incorperated herein, as an
instrument of professional service, can not be used, in whole or in part for this or any other project, without the
written authorization of RNL.
3123
CHECKED BY: Checker
ELECTRICAL
SCHEDULES
4/1/2013 9:50:02 AM
DRAWN BY: Author
D:\My Data\My Revit
Projects\MEG-START_MEP_2013_paul.plewczynski.rvt
PROJECT No:
E-602