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JOB # SET # CONVERSE COUNTY JOINT JUSTICE CENTER BOARD OF COUNTY COMMISSIONERS 1939 1939 CONVERSE COUNTY JOINT JUSTICE CENTER 12/1/15 ---PAGE BREAK--- Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS BMA EXISTING CONDITIONS C1.1 CONVERSE COUNTY JOINT JUSTICE CENTER CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION PROPERTY BOUNDARY UTILITY EAESMENT WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PARKING LOT STRIPING EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER PROPOSED ASPHALT SURFACING SCALE: 1"=40' 80' BEARINGS ARE BASED ON WYOMING STATE PLANE EAST CENTRAL ZONE NAD 83 (1986), ELEVATIONS ARE NGVD 29 DISTANCES ARE GROUND 20' 0 60' 40' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) GAS LINE EXISTING UTILITY CORRIDOR UNDERGROUND POWER LINE CHAIN LINK FENCE EXISTING GROUND MAJOR CONTOUR (10' INTERVAL) DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] ---PAGE BREAK--- EXISTING LIGHT POLE TO BE RELOCATED Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS BMA/MFM DEMOLITION PLAN C2.1 CONVERSE COUNTY JOINT JUSTICE CENTER CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION PROPERTY BOUNDARY UTILITY EAESMENT WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR PARKING LOT STRIPING EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=40' 80' BEARINGS ARE BASED ON WYOMING STATE PLANE EAST CENTRAL ZONE NAD 83 (1986), ELEVATIONS ARE NGVD 29 DISTANCES ARE GROUND 20' 0 60' 40' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) GAS LINE EXISTING UTILITY CORRIDOR NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. 8. ASPHALT TO BE ROTO-MILLED AND REUSED AS SURFACING FOR PROPOSED EMERGENCY ACCESS ROAD - SEE GRADING PLANS FOR DETAILS. UNDERGROUND POWER LINE CHAIN LINK FENCE EXISTING GROUND MAJOR CONTOUR (10' INTERVAL) DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- SIGN -1.0% -1.0% Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM OVERALL GRADING PLAN C3.1 CONVERSE COUNTY JOINT JUSTICE CENTER CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION PROPERTY BOUNDARY UTILITY EAESMENT WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR PARKING LOT STRIPING EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) GAS LINE EXISTING UTILITY CORRIDOR UNDERGROUND POWER LINE CHAIN LINK FENCE EXISTING GROUND MAJOR CONTOUR (10' INTERVAL) DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] NORTH PARKING AREA SEE SHEET C3.2 FOR DETAILED GRADING SOUTH PARKING AREA SEE SHEET C3.4 FOR DETAILED GRADING EMERGENCY ACCESS/ EASTERN PORTION OF SITE SEE SHEET C3.6 FOR DETAILED GRADING PROPOSED DETENTION AREA AND OUTLET TO THE WEST SEE SHEET C3.7 FOR DETAILED GRADING PROPOSED TIERED WATER REMEDIATION GARDEN SEE SHEET C3.3 FOR DETAILED GRADING PROPOSED BUILDING FF ELEV = 4875.50 SCALE: 1"=40' 80' 20' 0 60' 40' MAIN ENTRANCE SEE ARCHITECTURAL AND LANDSCAPING PLANS FOR ELEVATIONS SOUTH SIDE OF BLDG SEE SHEET C3.5 FOR DETAILED GRADING MESA/RICHARDS INTERSECTION SEE SHEET C3.5 FOR DETAILED GRADING NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- -1.1% -0.7% -0.6% -1.7% -2.8% -3.1% -3.2% -1.2% -0.8% -2.0% -1.1% -1.1% -2.0% -2.0% -1.8% -1.9% -0.5% -5.7% -15.9% -17.4% -0.5% -1.9% -0.5% -1.8% -0.5% -1.3% -1.1% -0.7% -0.9% -0.5% -0.5% -1.0% -0.6% -0.6% -0.5% -0.5% -0.5% -0.5% -0.3% -1.9% -1.0% Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILED GRADING C3.2 NORTH PARKING AREA CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR LOCATION MAP N.T.S. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- -2.0% -1.1% -2.0% -0.5% -5.7% -13.0% -13.4% -19.4% -5.0% -7.9% -5.4% -36.5% -36.5% -5.8% -13.2% -15.9% -17.4% -0.5% -1.9% 6% -2.0% -1.3% -1.0% -2.1% Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILED GRADING C3.3 WATER REMEDIATION GARDEN CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- -13.0% -13.4% -19.4% -36.5% -2.6% -2.0% -1.4% -1.8% -1.2% -2.2% -0.8% -1.9% -2.1% -2.3% -2.0% -1.3% 0.5% 1.2% 0.6% 1.1% 0.7% 0.5% -0.7% -0.7% -0.7% -0.7% -0.8% -1.0% -0.7% -1.0% -0.7% -2.1% -2.6% -5.3% -0.5% -25.0% Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILED GRADING C3.4 SOUTH PARKING AREA CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR LOCATION MAP N.T.S. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING BIO-SWALES SEE SHEET C4.4-4.6 FOR STORM SEWER AND LANDSCAPE DETAILS FOR CURB CUTS AND LANDSCAPE INFORMATION BIO-SWALES SEE SHEET C4.4-4.6 FOR STORM SEWER AND LANDSCAPE DETAILS FOR CURB CUTS AND LANDSCAPE INFORMATION ---PAGE BREAK--- -0.5% -1.4% -3.5% -2.0% -2.0% -2.1% -2.1% -2.0% -1.0% -1.0% -13.1% -10.0% -25.0% -2.0% -2.0% TIE TO EXISTING EDGE OF PAVEMENT 60.0' RIGHT OF WAY PROPOSED 18" RCP CULVERT 120.0' RIGHT OF WAY 50' SITE DISTANCE TRIANGLE 50' SITE DISTANCE TRIANGLE TBC RADIUS = 50' TBC RADIUS = 50' Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILED GRADING C3.5 S SIDE BLDG & MESA/RICHARDS INT CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=20' 40' 10' 0 30' 20' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR SCALE: 1"=10' 20' 5' 0 15' 10' LOCATION MAP N.T.S. LOCATION MAP N.T.S. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- -2.6% -2.7% -0.5% -0.6% -1.5% -0.9% -4.5% -0.6% -2.5% -2.1% -2.9% -2.0% -0.8% -0.5% -7.1% -20.7% -2.0% TIE TO EXISTING EDGE OF PAVEMENT BREAK-AWAY CHAIN AND BOLLARDS (BOLLARD DETAIL ON SHEET C6.2) 15.00' 25' RADIUS BOTH SIDES Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILED GRADING C3.6 EMERGENCY ACCESS CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=30' 60' 15' 0 45' 30' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR LOCATION MAP N.T.S. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- -1.2% -2.2% -0.8% -2.3% -2.0% 0.7% -0 -0.7% -0.7% -0 8 -1.0% -0.7% -1.0% -25.0% -25.0% -1.4% -1.4% -1.4% -1.4% -0.6% -2.6% -5.3% -0.5% -0.5% -25.0% Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILED GRADING C3.7 DETENTION & OUTLET CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=20' 40' 10' 0 30' 20' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR d=0.75' 1.75' (min) Q = 4.1 cfs n = 0.035 S = 1.40% TYPICAL GRASS-LINED CHANNEL (OUTFALL TO WEST FROM DETENTION AREA) N.T.S. SLOPE VARIES - MATCH EXISTING AT EASEMENT LINE SLOPE VARIES - MATCH EXISTING AT EASEMENT LINE 20' & 50' DRAINAGE EASEMENTS 11.20' PROPOSED GRASS-LINED CHANNEL SEE DETAIL THIS SHEET TO BE SEEDED PER LANDSCAPE PLANS PROPOSED GRASS-LINED CHANNEL SEE DETAIL THIS SHEET EXISTING 72" RCP STORM PIPE 20' DRAINAGE EASEMENT 50' DRAINAGE EASEMENT CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- -0.6% -2.8% -3.1% -3.2% -0.5% -17.4% -0.5% -0.5% -0.7% -0.5% -0.5% -0.3% -2.0% -1.1% -1.0% -1.0% -1.8% -4.3% -4.8% -1.9% Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILED GRADING C3.8 BUILDING ENTRANCE CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=20' 40' 10' 0 30' 20' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- CATCH BASIN 18" RCP CULVERT @ 1.65% SLOPE W/FLARED ENDS 26.25' TRENCH DRAIN CATCH BASIN HYDRANT HYDRANT HYDRANT 8" PVC SEWER SERVICE LINE 8" PVC SEWER SERVICE LINE 4" PVC WATER SERVICE LINE (FIRE) 8" PVC SEWER SERVICE LINES NE LINE @ 2% NW LINE @ 4% SEE MECHANICAL PLANS FOR CONNECTION INVERTS 6" PVC PERF PIPE - STORM 4" PVC WATER SERVICE LINE (DOMESTIC) CATCH BASINS HYDRANT HYDRANT ROOF DRAIN (TO DAYLIGHT) INV EL 4871.30 HOT TAP EXISTING 12" WATER LINE HOT TAP EXISTING 12" WATER LINE CONNECT TO EXISTING GAS LINE CONNECT TO EXISTING SANITARY SEWER MH HYDRANT TRASH RECEPTACLE ENCLOSURE FOR CHILLER, GENERATOR, TRANSFORMER AND RADIO TOWER (SEE MECHANICAL PLANS FOR DETAILS) SAND OIL INTERCEPTOR GRINDER (SANITARY SEWER) GREASE TRAP EXISTING LIGHT POLE TO BE RELOCATED 12" HDPE STORM PIPE 18" HDPE STORM PIPE TO CATCH BASIN CATCH BASIN & 12" STORM PIPE W/FLARED END 8" PVC STORM PIPE CATCH BASIN & 12" HDPE STORM PIPE W/FLARED END 18" HDPE STORM PIPE (CATCH BASIN TO MH) GARDEN OUTLET (FLARED END SECTION) OUTLET - 12" HDPE STORM PIPE W/FLARED ENDS CURB CUTS FOR BIOSWALES IN PARKING ISLANDS (TYP) SA MH-6 RIM EL 4874.79 INV IN (NE) 4870.40 INV IN (NW) 4870.88 INV OUT 4869.93 12" HDPE STORM PIPE W/FLARED END CONNECT TO EXISTING POWER Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=40' 80' 20' 0 60' 40' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR OVERALL UTILITY PLAN C4.1 NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. 8. SEE ELECTRICAL PLANS FOR COMPLETE ELECTRICAL/LIGHTING LAYOUT. 9. SEE SHEETS C4.2-C4.3 FOR UTILITY PROFILES. 10. SEE SHEETS C4.4-C4.6 FOR DETAILED STORM SEWER. 11. CONTRACTOR TO BORE BENEATH EAST RICHARDS STREET TO CONNECT TO EXISTING SANITARY SEWER AND WATER. 12.ALL WATER PIPE SHALL BE AWWA - C900 DR-18 PVC PIPE. 13. BOTH CONNECT TO EXISTING MAIN ON THE NORTH SIDE OF RICHARDS STREET SHALL BE HOT TAPS. 14.ALL SEWER MAIN SHALL BE SDR-35 PVC SEWER MAIN. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 BP: 20+00.00 PI: 23+58.78 PC: 27+44.32 PT: 27+81.01 PC: 28+25.92 PT: 29+07.51 -1.0% 0 51+00 52+00 BP: 50+00.00 60+00 61+00 62+00 BP: 60+00.00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+85 EP: 8+85.48 SIGN -1.0% -1.0% SWMH-1 STA: 6+24.48 RIM: 4872.26 DEPTH: 4.89' I.E. (OUT): 4867.37 (SW) SWMH-2 STA: 8+02.49 RIM: 4870.48 DEPTH: 4.09' I.E. (IN): 4866.49 (NE) I.E. (OUT): 4866.39 SAMH-2 STA: 4+81.08 RIM: 4873.64 DEPTH: 9.56' I.E. (IN): 4864.18 (SW) I.E. (OUT): 4864.08 (NE) SAMH-3 STA: 6+96.22 RIM: 4871.54 DEPTH: 6.28' I.E. (IN): 4865.43 (SE) I.E. (OUT): 4865.26 (NE) MH-1 (EX) STA: 1+08.85 RIM: 4876.17 DEPTH: 14.10' I.E. (IN): 4862.22 (SW) 372.3 L.F. OF 10 INCH PVC @ 0.50% 178.0 L.F. OF 18 INCH CORRUGATED HDPE PIPE @ 0.49% 76.7 L.F. OF 18 INCH CORRUGATED HDPE PIPE @ 0.50% 215.2 L.F. OF 10 INCH PVC @ 0.50% 12"x12"x12" TEE STA: 1+10.77 12"x12"x6" TEE STA: 3+82.80 12"x12"x8" TEE STA: 6+85.32 STA: 7+99.02 12" X 6" REDUCER STA: 8+75.10 765 L.F. 12" PVC WATER LINE PROPOSED GROUND EXISTING GROUND FIRE HYDRANT ASSEMBLY STA: 3+83.27 18" RCP STORM STA: 2+16.41 FIRE HYDRANT ASSEMBLY STA: 8+79.29 12" VALVE STA: 6+87.02 12" VALVE STA: 6+83.14 12" VALVE STA: 3+84.63 12" VALVE STA: 1+12.06 SAMH-4 STA: 23+58.78 RIM: 4872.68 DEPTH: 5.39' I.E. (IN): 4867.39 I.E. (OUT): 4867.29 (NW) SAMH-5 STA: 26+49.95 RIM: 4874.18 DEPTH: 5.33' I.E. (IN): 4868.95 I.E. (OUT): 4868.85 372.23 L.F. OF 8 INCH PVC @ 0.50% 292.20 L.F. OF 8 INCH PVC @ 0.50% 12"x12"x8" TEE STA: 20+00.80 8"x8"x6" TEE STA: 20+71.64 8"x8"x6" TEE STA: 22+87.75 STA: 23+62.29 8"x8"x4" TEE STA: 24+32.57 8"x8"x4" TEE STA: 24+36.57 8"x8"x6" TEE STA: 25+90.37 STA: 27+70.43 STA: 28+67.31 867 L.F. 8" PVC WATER LINE 18" HDPE STORM STA: 20+10.00 4" PVC SANITARY STA: 22+40.00 4" PVC SANITARY STA: 24+47.75 PROPOSED GROUND EXISTING GROUND FIRE HYDRANT ASSEMBLY STA: 20+71.58 FIRE HYDRANT ASSEMBLY STA: 22+87.71 FIRE HYDRANT ASSEMBLY STA: 25+90.32 8" VALVE STA: 25+88.70 8" VALVE STA: 24+30.99 8" VALVE STA: 20+73.26 Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=40' 80' 20' 0 60' 40' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR UTILITY/ROAD PROFILES C4.2 SHEET 1 SCALE: 1"=40' 80' 20' 0 60' 40' NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. 8. CONTRACTOR TO BORE BENEATH E RICHARDS STREET TO CONNECT TO EXISTING UTILITIES. 9. ALL WATER PIPE SHALL BE AWWA - C900 DR-18 PVC PIPE. 10. BOTH CONNECT TO EXISTING MAIN ON THE NORTH SIDE OF RICHARDS STREET SHALL BE HOT TAPS. 11.ALL SEWER MAIN SHALL BE SDR-35 PVC SEWER MAIN. LOCATION MAP N.T.S. LOCATION MAP N.T.S. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- 50+00 51+00 52+00 53+00 54+00 55+00 55+10 BP: 50+00.00 EP: 55+09.52 62+00 63+00 63+34 EP: 63+34.22 STA: 50+50.30 8"x8"x6" TEE STA: 51+95.79 12"x12"x8" TEE STA: 54+84.20 VERTICAL DEFLECTION STA: 53+74.82 434 L.F. 8" PVC WATER LINE PROPOSED GROUND EXISTING GROUND 8" VALVE STA: 54+82.71 8" VALVE STA: 51+94.07 8"x8"x6" TEE STA: 62+84.23 235 L.F. 6" PVC WATER LINE PROPOSED GROUND EXISTING GROUND FIRE HYDRANT ASSEMBLY STA: 60+50.55 6" VALVE STA: 62+82.89 3+00 4+00 5+00 SIGN -1.0% 52+00 53+00 60+00 61+00 62+00 63+00 63+34 BP: 60+00.00 EP: 63+34.22 Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=40' 80' 20' 0 60' 40' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR UTILITY/ROAD PROFILES C4.3 SHEET 2 SCALE: 1"=40' 80' 20' 0 60' 40' LOCATION MAP N.T.S. LOCATION MAP N.T.S. NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. 8. ALL WATER PIPE SHALL BE AWWA - C900 DR-18 PVC PIPE. 9. BOTH CONNECT TO EXISTING MAIN ON THE NORTH SIDE OF RICHARDS STREET SHALL BE HOT TAPS. 10.ALL SEWER MAIN SHALL BE SDR-35 PVC SEWER MAIN. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- CONNECT TO ROOF DRAIN INV EL 4871.92 45 DEG BEND W/CLEANOUT INV EL 4871.32 CONNECT TO ROOF DRAIN INV EL 4871.61 CONNECT TO ROOF DRAIN INV EL 4870.81 CONNECT TO ROOF DRAIN INV EL 4870.79 CONNECT TO ROOF DRAIN INV EL 4870.57 CONNECT TO ROOF DRAIN INV EL 4870.60 SW MH-4 RIM EL 4873.35 INV IN (NE) 4869.54 INV IN (SE) 4870.27 INV IN (SW) 4870.44 INV OUT 4869.44 26.25' TRENCH DRAIN INV OUT 4873.98 (BOTTOM OF DRAIN) INV EL 4869.19 90 DEG BEND W/CLEANOUT INV EL 4870.53 SW MH-3 RIM EL 4873.37 INV IN (SE) 4870.97 INV OUT (SW) 4870.14 INV EL 4871.05 18" HDPE INV EL 4869.78 6" PVC INV EL 4870.29 18" HDPE INV EL 4869.86 8" PVC INV EL 4870.19 INV EL 4870.56 6" PVC @ CONNECTION INV EL 4872.50 22.5 DEG BEND INV EL 4870.52 26.25' TRENCH DRAIN inv 4874.11 (bottom of drain) Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STORM SEWER C4.4 BUILDING ENTRANCE CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR LOCATION MAP N.T.S. DETAILED NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. 8. THE TRENCH DRAIN AT THE BUILDING ENTRANCE SHALL BE 8 SECTIONS OF ACO KS100 KLASSIKDRAIN STAINLESS STEEL EDGE RAIL CHANNEL SYSTEM WITH INVERT DEPTHS FROM 10.24" TO 11.81". CONTRACTOR TO VERIFY THAT THIS IS COMPATIBLE WITH THE URBAN ACCESSORIES VIPOR TRENCH GRATE (SEE LANDSCAPING PLANS). A KNOCKOUT FOR THE OUTFLOW PIPE IS PROVIDED IN THE ENDING TRENCH DRAIN SECTION. CONTRACTOR TO UTILIZE KNOCKOUT WITH VERTICAL DROP AND CONNECTION TO PROPOSED 6" PVC PIPE PER THIS PLAN . SEE DETAILS THIS SHEET. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- GARDEN OUTLET (FLARED END SECTION) INV EL 4868.17 10 LF 18" HDPE STORM PIPE @ 1.5% (CATCH BASIN TO MH) CB-1 TBC EL 4872.57 INV OUT 4869.68 CB-2 TBC EL 4872.11 INV IN 4869.28 INV OUT 4869.18 CB-3 TBC EL 4871.71 INV IN 4868.98 INV OUT 4868.88 SW MH-1 SEE MESA DR PROFILE INV IN (SE) 4867.47 INV OUT (SW) 4867.37 CONNECT TO ROOF DRAIN INV EL 4872.00 INV EL 4871.86 ROOF DRAIN TO DAYLIGHT EL 4871.00 2.0' CURB CUT 23 LF 12" HDPE STORM PIPE @ 1.0% W/FLARED END INV EL 4868.65 CB-4 TBC EL 4872.56 INV IN 4867.69 INV OUT 4867.59 Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STORM SEWER C4.5 GARDEN AREA CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR LOCATION MAP N.T.S. DETAILED NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- DETENTION OUTLET - 38 LF 12" HDPE PIPE @ 1.0% W/FLARED ENDS SW MH-2 SEE MESA DR PROFILE INV IN (NE) 4866.49 INV IN (NW) 4866.49 INV OUT (SW) 4866.39 INV EL 4866.01 3'X6' RIPRAP CB-5 (DOUBLE INLET) TBC EL 4870.78 INV OUT 4866.64 CB-6 TBC EL 4871.47 INV OUT 4866.64 INV EL 4866.32 2'X4' RIPRAP CB-7 (DOUBLE INLET) TBC EL 4870.14 INV OUT 4866.15 INV EL 4866.00 2'X4' RIPRAP INV EL 4867.00 INV EL 4867.34 INV EL 4867.71 6" CLEANOUT INV EL 4868.78 6" CLEANOUT INV EL 4868.04 CURB CUTS FOR BIOSWALES IN PARKING ISLANDS (TYP) SEE LANDSCAPING PLANS FOR DETAILS INV EL 4865.59 2'X4' RIPRAP INV EL 4865.17 3'X6' RIPRAP Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STORM SEWER C4.6 SOUTHERN AREA CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR LOCATION MAP N.T.S. DETAILED NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- 0+00 1+00 2+00 3+00 4+004+09 BP: 0+00.00 EP: 4+08.89 PROPOSED DRAINAGE SWALE FLOWLINE @ 1.4% EXISTING GROUND EXISTING 72" CLASS III RCP STORM PIPE @ 0.52% Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DRAINAGE SWALE C4.7 PROFILE CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=40' 80' 20' 0 60' 40' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR PROPOSED GRASS-LINED CHANNEL SEE PROFILE THIS SHEET EXISTING 72" RCP STORM PIPE 20' DRAINAGE EASEMENT 50' DRAINAGE EASEMENT CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING INSTALL RIPRAP TIE TO EXISTING RIPRAP APPROX 11.5' X 20' ---PAGE BREAK--- 12 - 10' X 20' SPACES 12 - 10' X 20' SPACES 12 - 10' X 20' SPACES 12 - 10' X 20' SPACES 12 - 10' X 20' SPACES 4-10'X20' SPACES 6 - 10' X 20' SPACES 13 - 10' X 20' SPACES 18 - 10' X 20' SPACES 16 - 10' X 20' SPACES 11 - 10' X 20' SPACES 9 - 10' X 20' SPACES 1-12'X20' SPACE 1-12'X20' SPACE 4-9 3 4'X18' SPACES 5-9'X20' SPACES 10'x20' HANDICAPPED PARKING STALLS WITH 10' ACCESS AISLES. INSTALL 6" WHITE PARKING STALL AND ACCESS AISLE STRIPING AND HANDICAPPED SYMBOLS AND SIGNS. 2 - 10'x20' HANDICAPPED PARKING STALLS WITH 9' ACCESS AISLE. INSTALL 6" WHITE PARKING STALL AND ACCESS AISLE STRIPING AND HANDICAPPED SYMBOLS AND SIGNS. 1-10'X20' SPACE 1-9'X20' SPACE 9'x20' HANDICAPPED PARKING STALL WITH 6' ACCESS AISLE. INSTALL 6" WHITE PARKING STALL AND ACCESS AISLE STRIPING AND HANDICAPPED SYMBOL AND SIGN. 6.0' 6.0' 12.0' 6.0' 5.0' 5.0' 5.0' 5.0' 4.5' 5.0' 4.5' 10.0' 5.0' 6.0' 6.0' WHEEL BLOCKS TO BE INSTALLED 6 PARKING SPACES WHEEL BLOCKS TO BE INSTALLED 4 PARKING SPACES SEE ARCHITECTURAL AND LANDSCAPING PLANS FOR MAIN ENTRANCE DETAILS 24.00' 24.00' 25.00' 25.00' 25.00' 25.00' 25.00' 35.00' 13.00' 13.00' 5.00' 25.00' STOP SIGN AND STREET SIGN AT THIS LOCATION 15' UTILITY EASEMENT PROPERTY LINE 15' UTILITY EASEMENT INSTALL STOP BAR 5' CONCRETE APRON FOR ACCESS TO GENERATOR/CHILLER ENCLOSURE 2 1 1 1 2 2 2 2 3 3 2 2 2 2 2 3 3 3 3 3 3 3 2 3 3 3 3 2 2 2 2 3 2 2 4 4 16 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 8 8 8 8 8 9 11 11 10 10 10 12 12 12 12 13 3 13 13 13 14 15 15 8 8 4 14 5 4 16 4 5 6 7 8 8 SNOW MELT AREAS (ALTERNATE) SEE MECHANICAL PLANS FOR DETAILS SNOW MELT AREAS (ALTERNATE) SEE MECHANICAL PLANS FOR DETAILS 41.00' NO CURB ALONG ENTRANCE. PROVIDE TRUNCATED DOME WARNING PLATES (NEENAH CAST IRON) AND BOLLARDS ALONG ENTIRE LENGTH (SEE LANDSCAPING PLANS FOR BOLLARD PLACEMENT) 9.00' 30.50' PROFILE GRADE 8" PAVED ROAD SUBGRADE PROCESSING INSTALL TYPE HIGH-BACK CURB AND GUTTER (TYP.) SLOPE VARIES INSTALL 5' WIDE PEDESTRIAN PATHWAY TIE TO EXISTING GROUND 10.0" GRADING CRUSHED BASE 4.0" HOT PLANT BITUMINOUS ASPHALTIC PAVEMENT EXTEND BASE AND PREP 1' BEHIND BACK OF CURB ROAD SECTION - MESA DRIVE 4" GRADING BASE COURSE PREPARED SUBGRADE S = 0.02 FT/FT 6" CONCRETE PAVING PREPARED SUBGRADE TYPICAL CONCRETE SIDEWALK SECTION TYPICAL ASPHALT PAVING SECTION 4" ASPHALT PAVING 6" GRADING BASE COURSE SLOPE VARIES Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] SURFACING, C5.1 SIGNING AND STRIPING CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION PROPERTY BOUNDARY UTILITY EAESMENT WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR PARKING LOT STRIPING EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) GAS LINE EXISTING UTILITY CORRIDOR UNDERGROUND POWER LINE CHAIN LINK FENCE EXISTING GROUND MAJOR CONTOUR (10' INTERVAL) SCALE: 1"=40' 80' 20' 0 60' 40' SURFACING DESCRIPTION 1. ASPHALT STREET SECTION - SEE DETAIL FOR MESA DRIVE THIS SHEET. 2. TYPE B CURB AND GUTTER - CATCH - SEE DETAIL D-1 ON SHEET C6.1. 3. TYPE B CURB AND GUTTER - OUTFALL - SEE DETAIL D-1 ON SHEET C6.1. 4. 8" FILLET. 5. VALLEY GUTTER - SEE DETAIL D-5 ON SHEET C6.1. 6. ASPHALT PAVING - SEE SECTION THIS SHEET. 7. 6" SIDEWALK - SEE SECTION THIS SHEET. 8. CONCRETE ADA RAMPS W/TRUNCATED DOME WARNING PLATES (NEENAH CAST IRON) SEE DETAILS D-2 AND D-3 ON SHEET C6.1. 9. 6" CONCRETE PAD FOR TRASH RECEPTACLE. 10. ROTO-MILLED ASPHALT PAVING. 11. TEMPORARY TURN-AROUND - ROTO-MILLED ASPHALT PAVING. 12. RIPRAP - SEE LANDSCAPE PLANS FOR DETAILS. 13. INSTALL STOP SIGN - SEE DETAIL D-17 ON SHEET C6.2. 14. INSTALL SIGN - "AUTHORIZED VEHICLES ONLY" - SEE DETAIL D-17 ON SHEET C6.2. 15. INSTALL 5' X 8' X 6" CONCRETE SLAB - SEE DETAIL 3, SHEET S4.1. 16. INSTALL CROSSWALK MARKINGS AND STOP BAR. # NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DOUGLAS AND WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND INFRASTRUCTURE IMPROVEMENTS AND THE 2015 IBC, UNLESS OTHERWISE STATED IN THESE PLANS AND SPECIFICATIONS. 2. ALL WATER CROSSINGS WITH OTHER UTILITY SYSTEMS WHERE VERTICAL CLEARANCE IS LESS THAN 18", SHALL BE INSULATED AND ENCASED IN FLOW FILL, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF UNDERGROUND PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 4. SANITARY SEWER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 2.0% SLOPE. 5. DRY UTILITY TRENCHING AND CONDUIT INSTALLATION WILL BE PERFORMED BY THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE THESE ITEMS. 6. THE CITY OF DOUGLAS PUBLIC WORKS DEPARTMENT SHALL BE CONTACTED PRIOR TO ANY WORK. ALL CITY PERMITTING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR STAKING AND MATERIALS TESTING. 8. CONCRETE WALKS AND SECTIONS TO HAVE CONTRACTION JOINTS EVERY 6' AND PREFORMED HALF-INCH EXPANSION JOINTS EVERY 100', AT RADIUS POINTS, AND AT CONNECTIONS TO BUILDING AND WITH EXISTING CONCRETE. EXPANSION JOINTS SHALL BE SEALED WITH AN APPROPRIATE SILICONE JOINT SEALANT. CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING SITE PLAN GENERAL NOTES A. Total Land Area = 14.29 Acres. B. Total Building Area = 57,447 sf (footprint) C. Square Feet Building Addition - N/A D. Percentage of Land Covered by Structures = 9.2% of Site E. Building Height = 16' - 26' F. Building is 2 stories - 1st Floor = 57,447 sf, 2nd Floor = 6,662 sf. G. Total Number of Parking Spaces = 163 (13 Handicap) H. Parking Area = 49,350 sf. I. Land covered by Parking = 7.9% J. Landscaped Area = 428,982 sf K. Landscaping = 69% of site. L. The southwest area of the southern parking lot and northwest area of the northern parking lot will be utilized for snow removal and storage as needed. M. All necessary drainage and utility easements serving this development have been provdided. ---PAGE BREAK--- Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STAKING PLAN C5.2 NORTH PARKING AREA CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STAKING PLAN C5.3 WATER REMEDIATION GARDEN CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STAKING PLAN C5.4 SOUTH PARKING AREA CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=10' 20' 5' 0 15' 10' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- TIE TO EXISTING EDGE OF PAVEMENT 60.0' RIGHT OF WAY 120.0' RIGHT OF WAY TBC RADIUS = 50' TBC RADIUS = 50' Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STAKING PLAN C5.5 S SIDE BLDG & MESA/RICHARDS INT CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=20' 40' 10' 0 30' 20' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR SCALE: 1"=10' 20' 5' 0 15' 10' CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- TIE TO EXISTING EDGE OF PAVEMENT BREAK-AWAY CHAIN AND BOLLARDS (BOLLARD DETAIL ON SHEET C6.2) 15.00' Project 140145 Date: 12.01.15 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STAKING PLAN C5.6 EMERGENCY ACCESS CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER SCALE: 1"=30' 60' 15' 0 45' 30' GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] STAKING PLAN C5.7 MESA DRIVE CENTERLINE OF ROAD TOP BACK CURB GAS LINE SANITARY LINE WATER LINE IRRIGATION PIPE FIBER OPTIC LOCATION UNDERGROUND POWER LINE CHAIN LINK FENCE WATER GATE VALVE FIRE HYDRANT STORM GRATE FIBER OPTIC VAULT UTILITY BOX "GROUND" IRRIGATION VALVE BOX ELECTRICAL VAULT BOLLARD POST MONITOR WELL SANITARY SEWER MANHOLE LUMINAIRE POLE 1-POLE SIGN CABLE TV PEDESTAL TREE SANITARY SEWER CLEANOUT STORM LINE STORM SEWER MANHOLE DELINEATOR EXISTING GROUND MAJOR CONTOUR INTERVAL) EXISTING GROUND MINOR CONTOUR INTERVAL) TRANSFORMER SURVEY CONTROL MONUMENT SECTION CORNER GAS METER BH- PROPOSED BORE HOLE LOCATION (AND NUMBER) CHILLED WATER LINE EXISTING UTILITY CORRIDOR SCALE: 1"=20' 40' 10' 0 30' 20' CONCRETE SURFACING EXISTING ASPHALT SURFACING EXISTING GRAVEL SURFACING PROPOSED ASPHALT SURFACING ---PAGE BREAK--- GUTTER SLOPES OUTWARD AT SAME SLOPE (1/2"-FT) FOR OUTFALL CURB AND GUTTER - 3/8" LIP FOR ASPHALT, DEPTHS OF PAVEMENT, BASE COURSE & SUBGRADE PREP REMAIN THE SAME 8" MIN FOR RISER PIPE RISER PIPE (IF NEEDED) D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-12 D-13 D-14 Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILS C6.1 ---PAGE BREAK--- D-17 STORM SEWER CLEANOUT DETAIL NOTES: 1. ALL FITTINGS SHALL BE GASKETED. 2. CLEANOUTS TO BE SAME DIAMETER A D-18 SECTION A-A PLAN VIEW SECTION B-B STORM SEWER CATCH BASIN DETAIL D-15 D-16 Project 140145 Date: 01.04.16 Drawn By: BOARD OF COUNTY COMMISSIONERS MFM CONVERSE COUNTY JOINT JUSTICE CENTER DOUGLAS, WYOMING No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] DETAILS C6.2 TYPICAL STREET SIGN INSTALLATION ---PAGE BREAK--- No. Revision Description Date 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] ---PAGE BREAK--- 1084.75' 923.85' RICHARDS STREET FUTURE COURTHOUSE DETENTION SHERIFF POLICE RANGE ENTRY MESA DRIVE CHILLER MECH. ELEC. VEHICLE SALLYPORT KITCHEN TR SIGN RADIO TOWER ROTO-MILLED ASPHALT BREAK-AWAY CHAIN & POSTS 18" MIN. CULVERT FUTURE PARKING GEN. TRANSFORMER FUTURE ARCADE SA SA SA SC SC SC SC SA SB SB SA 1 3 2 FLAG NOTES THIS SHEET: 1. GENERATOR FEEDER. TO ATS-L AND ATS-S. 2. PROVIDE THE FOLLOWING FOR GENERATOR: -BLOCK HEATER 30A, 208V. CIRCUIT TO -BATT. CHARGER 20A, 120V. CIRCUIT TO -1"C. TO ATS'S FOR GENERATOR START -1"C. TO REMOTE GENSET ANNUNCIATOR IN DISPATCH. 3. SECONDARY SERVICE CONDUCTORS. TO RMP METERING AND MAIN CB SWITCHBOARD. 4. REFER TO BLOCK HEATER PEDESTAL DETAIL ON E7.1. 5. EXISTING ROCKY MOUNTAIN POWER CABINET 32-71-1553384. 6. BORE UNDER RICHARDS STREET 6" HDPE CONDUIT. OBTAIN ALL NECESSARY LOCAL OR STATE PERMITS. COORDINATE REQUIRED DEPTH WITH ROCKY MOUNTAIN POWER. 7. 60" RADIUS FIBERGLASS OR STEEL SWEEP. 8. 6" PVC SCHEDULE 40 CONDUIT. 9. NEW CONCRETE 15KV, THREE-PHASE SECTIONALIZING CABINET. PADVAULT SI #7992605. CONTRACTOR FURNISHED AND INSTALLED. 10. NEW CONCRETE PADVAULT FOR THREE-PHASE 15KV PADMOUNTED SWITCHGEAR. PADVAULT SWGEAR #7999954. CONTRACTOR FURNISHED AND INSTALLED. 11. 4" PVC SCHEDULE 40 CONDUIT. 12. NEW THREE-PHASE PAD MOUNT TRANSFORMER CONCRETE VAULT. STOCK #7992958. CONTRACTOR FURNISHED AND INSTALLED. CONDUITS TO VAULT TO HAVE 48" RADIUS SWEEP OF FIBERGLASS OR STEEL. 13. FIXTURE SHOWN FOR REFERENCE ONLY. FIXTURE WILL BE INSTALLED AT THE TIME THE FUTURE PARKING AREA IS CONSTRUCTED. 14. FIXTURE HEAD SHOWN FOR REFERENCE ONLY. FIXTURE HEAD WILL BE INSTALLED AT THE TIME THE FUTURE PARKING AREA IS CONSTRUCTED. EXISTING POLE WILL BE PRE-DRILLED TO ACCOMMODATE FUTURE FIXTURE HEAD. 15. PROVIDE (2)1"C, WITH PULL STRING, TO DISPATCH EQUIPMENT ROOM A146 FOR FUTURE POWER AND DATA REQUIREMENTS. 16. PROVIDE 6" CONCRETE PAD 6" LARGER THAN GENERATOR DIMENSION WITH #5 REBAR 12" ON CENTER IN BOTH DIRECTIONS CENTERED IN PAD. 17. VAULT FOR SEWAGE GRINDER BY OTHERS. PROVIDE SINGLE TYPE LITHONIA #XWMLED LED WET LOCATION STRIP LIGHT IN VAULT WITH SNAP SWITCH FOR CONTROL. COORDINATE FINAL LOCATION WITH MECHANICAL CONTRACTOR. CONNECT FIXTURE TO THE SAME CIRCUIT AS SE-1. 18. FIELD VERIFY FIXTURE FINAL LOCATIONS WITH LANDSCAPING. UG UG SB SB1 SB SB1 SB SB SB SG4 SC SH4 SH4 SH4 SH4 SH4 WP,GFI 4 4 4 4 5 6 7 8 9 8 10 11 9 12 GENERAL NOTES: A. INSTALLATION OF NEW MEDIUM VOLTAGE CONDUIT AND EQUIPMENT TO FOLLOW PACIFICORP/ROCKY MOUNTAIN POWER'S (RMP) LATEST ELECTRICAL SERVICE REQUIREMENTS. B. CONTRACTOR TO INSTALL ALL CONDUIT, CONCRETE VAULTS AND METERING FACILITIES AT THE DIRECTION OF RMP. RMP TO INSTALL ALL CONDUCTORS FROM THE SOURCE TO THE PADMOUNT TRANSFORMER. RMP WILL PROVIDE AND INSTALL ALL THE CABINETS AND PADMOUNT TRANSFORMER TO BE SET ON CONCRETE VAULTS. SH4 SG4 SG4 SG4 SK SG2 SG2 SG2 SG2 SA SA SL SL SL SL SL SL SL SL SA SA 13 13 13 14 14 SG4 SG4 SG4 SG4 SG4 SG4 SG4 SK SG4 SG4 SG4 SG4 SG4 SG4 SK SK SK SK SK SK SK SK J 15 X 16 J 17 EHS-(14,16,18) ELS-40 SG-1 SE-1 18 18 TYP. TYP. 18 TYP. 18TYP. 18TYP. 18TYP. HA-3 HA-2 HA-4 (PART 1/2) (PART 1/2) HA-5 SWITCH LEG SWITCH LEG SWITCH LEG SWITCH LEG PROJECT DATE: DRAWN BY: 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] BOARD OF COUNTY COMMISSIONERS 1201 MESA DRIVE, DOUGLAS, WY 82633 CONVERSE COUNTY JOINT JUSTICE CENTER 2015.01.0015 12/1/15 95% CONSTRUCTION DOCUMENTS No. Revision Description Date 7600 East Orchard Road, Suite 250-S Greenwood Village, CO 80111-2518 tel: [PHONE REDACTED] Fax: [PHONE REDACTED] www.mkkeng.com CONSULTING ENGINEERS, INC. Mechanical, Electrical & Energy Consultants PROJECT DATE: DRAWN BY: 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] BOARD OF COUNTY COMMISSIONERS 1201 MESA DRIVE, DOUGLAS, WY 82633 CONVERSE COUNTY JOINT JUSTICE CENTER 2015.01.0015 12/1/15 95% CONSTRUCTION DOCUMENTS No. Revision Description Date 7600 East Orchard Road, Suite 250-S Greenwood Village, CO 80111-2518 tel: [PHONE REDACTED] Fax: [PHONE REDACTED] www.mkkeng.com CONSULTING ENGINEERS, INC. Mechanical, Electrical & Energy Consultants SCALE: E1.01 1 1" = 40'-0" SITE LIGHTING PLAN SITE ELECTRICAL PLAN E1.1 RMW ---PAGE BREAK--- nPODM nPP16 WHITE N BLK/ORN H BLUE BLK-120V ORN-277V BLUE nCM PDT 10 2P OCCUPANCY SENSOR 20MIN TIME DELAY LOAD CAT5 ZONE CAT5 WHITE-RED STRIPE RED BLUE BLUE WHITE nPP16 ER EM LOAD BLACK N H EM HOT EM NEUTRAL N H NORMAL HOT NORMAL NEUTRAL CAT5 - AUTO ON - 1HR TIME DELAY - MANUAL ON NO SCALE TYPICAL MEN'S AND WOMEN'S LOCKER ROOMS/ MEDIUM/LARGE REST ROOM LIGHTING CONTROL DIAGRAM NO SCALE 3-WAY WALL SWITCH SENSOR WIRING DETAIL WALL MOUNTED SWITCH SUBSCRIPTS: WALL MOUNTED CONTROLS: LIGHTING CONTROLS LEGEND = 2-ZONE, 6 BUTTON LOW VOLTAGE DIGITAL SWITCH WITH RAISE/LOWER = LOW VOLTAGE DUAL-TECH WALL SWITCH SENSOR = LOW VOLTAGE PIR WALL SWITCH SENSOR O1 O2 = 1-ZONE, 3-BUTTON LOW VOLTAGE DIGITAL SWITCH WITH RAISE/LOWER L3 L1 #nWSX-PDT-LV-WH #WSX-WH #nPODM-DX-WH #nPODM-2P-DX-WH 2 1 LOW VOLTAGE EXTENDED RANGE DUAL-TECH: #nCM-PDT-10 CEILING MOUNTED CONTROLS NOTE: ALL PART NUMBERS ARE ACUITY BRANDS CONTROLS UNLESS NOTED OTHERWISE. LIGHTING CONTROLS NOTES: 1. CIRCUIT EXIT SIGNS AND SENSING LEAD FOR EMERGENCY BALLASTS AHEAD OF LOCAL CONTROLS. 2. PROVIDE nLIGHT MAPVIEW SOFTWARE FOR LIGHTING CONTROLS HEAD END SOFTWARE. 3. PROVIDE INTERFACE WITH THE FIRE ALARM SYSTEM. UPON ALARM, TURN ALL RELAYS ON. 4. PROVIDE INTERFACE WITH THE SECURITY SYSTEM. UPON INTRUSION DETECTION, TURN ALL RELAYS ON. 5. PRIOR TO SUBMITTING SHOP DRAWINGS, PROVIDE AN ENTIRE SET OF THE MOST UP-TO-DATE ELECTRICAL PLANS TO A FACTORY-AUTHORIZED MANUFACTURER'S REPRESENTATIVE AND ALLOW THE MANUFACTURER'S REPRESENTATIVE TWO WEEKS TO LAY OUT THE LIGHTING CONTROLS SYSTEM ON THE CEILING PLANS, SHOWING DEVICE LOCATIONS FOR ALL SPACES FOR PLACEMENT REVIEW BY THE ENGINEER. REFERENCE SPECIFICATION SECTION 26 0923 FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE RELAY PACKS (nI/O DEVICE) AS NECESSARY FOR A COMPLETE, OPERATIONAL SYSTEM. 3 LOW VOLTAGE EXTENDED RANGE PIR: #nCM-10 4 LOW VOLTAGE STANDARD RANGE PIR: #nCM-9 5 LOW VOLTAGE STANDARD RANGE 2-CHANNEL PIR: #nCM-9-2P LOW VOLTAGE STANDARD RANGE DUAL-TECH: #nCM-PDT-9 = 1-ZONE, 2-BUTTON, LOW VOLTAGE DIGITAL SWITCH L2 #nPODM-WH nI/O INPUT OUTPUT DEVICE WITH INTEGRAL RELAY LIGHTING CONTROLS NARRATIVE LIGHTING CONTROL NARRATIVE PROVIDE BRIDGES, GATEWAYS AND OTHER PERIPHERALS FOR A COMPLETE AND FUNCTIONING SYSTEM. CORRIDOR EGRESS LIGHTING: AUTOMATIC ON VIA TIME CLOCK AT 6:00 A.M. AUTOMATIC OFF VIA TIME CLOCK AT 7:00 P.M. AUTOMATIC ON VIA CEILING OCCUPANCY SENSORS FROM 7:00 P.M. TO 6:00 A.M. AUTOMATIC OFF 30 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR(S) FROM 7:00 P.M. TO 6:00 A.M. SENSORS TO BE DISABLED FROM 6:00 A.M. AND 7:00 P.M. CORRIDOR LIGHTING: AUTOMATIC ON VIA TIME CLOCK AT 6:00 A.M. AUTOMATIC OFF VIA TIME CLOCK AT 7:00 P.M. AUTOMATIC OFF 5 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR(S) FROM 7:00 P.M. TO 6:00 A.M. MANUAL ON VIA LOW VOLTAGE SWITCHES BETWEEN 7:00 P.M. AND 6:00 A.M. SWITCHES AND SENSORS ARE TO BE DISABLED FROM 6:00 A.M. AND 7:00 P.M. TYPICAL OFFICE/INTERVIEW ROOM/HEARING ROOM: MANUAL ON VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL RAISE/LOWER OPERATION VIA LOW VOLTAGE SWITCH. AUTOMATIC OFF 30 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR(S). SMALL OFFICE: MANUAL ON VIA WALL MOUNTED LOW VOLTAGE SENSOR SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SENSOR SWITCH. MANUAL RAISE/LOWER OPERATION VIA LOW VOLTAGE SENSOR SWITCH. AUTOMATIC OFF 15 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY WALL MOUNTED SENSOR SWITCH. MEN'S AND WOMEN'S LOCKER ROOMS/MEDIUM REST ROOM/LARGE REST ROOM: AUTOMATIC ON VIA CEILING MOUNTED SENSOR(S). MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SWITCH FOR NON-EMERGENCY FIXTURES ONLY. NO MANUAL OVERRIDE TO OFF FOR EMERGENCY FIXTURES. AUTOMATIC OFF 30 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR(S) FOR NON-EMERGENCY FIXTURES ONLY. AUTOMATIC OFF 1 HOUR AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR(S) FOR EMERGENCY FIXTURES. BASEMENT EGRESS LIGHTING: AUTOMATIC ON VIA CEILING OCCUPANCY SENSORS. AUTOMATIC OFF 1 HOUR AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR(S). BASEMENT LIGHTING: MANUAL ON VIA LOW VOLTAGE SWITCHES. AUTOMATIC OFF 30 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR(S). STORAGE ROOM: MANUAL ON VIA WALL MOUNTED SENSOR SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED SENSOR SWITCH. AUTOMATIC OFF 5 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY WALL MOUNTED SENSOR SWITCH. TYPICAL CLOSET: MANUAL ON VIA WALL MOUNTED LOW VOLTAGE SENSOR SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SENSOR SWITCH. AUTOMATIC OFF 5 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY WALL MOUNTED SENSOR SWITCH. DISPATCH EQUIPMENT/IT EQUIPMENT: MANUAL ON/OFF VIA WALL MOUNTED LOW VOLTAGE SWITCH. SWEEP OFF AT 12:00 A.M., NO 2 HOUR COUNTDOWN. MECH/ELEC/SECURITY/MEZZANINE ROOM: MANUAL ON/OFF VIA WALL MOUNTED LOW VOLTAGE SWITCH. SWEEP OFF AT 12:00 A.M., NO 2 HOUR COUNTDOWN. SMALL REST ROOM: MANUAL ON VIA WALL MOUNTED LOW VOLTAGE SENSOR SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SENSOR SWITCH. AUTOMATIC OFF 15 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY WALL MOUNTED SENSOR SWITCH. CONFERENCE ROOM: 2 ZONE ON/OFF AND RAISE/LOWER. MANUAL ON VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL RAISE/LOWER OPERATION VIA LOW VOLTAGE SWITCH. AUTOMATIC OFF 30 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR. DISPATCH: 3 ZONE ON/OFF AND RAISE/LOWER. MANUAL ON VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL RAISE/LOWER OPERATION VIA WALL MOUNTED LOW VOLTAGE SWITCH. TRAINING: 2 ZONE ON/OFF AND RAISE/LOWER. MANUAL ON VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL RAISE/LOWER OPERATION VIA LOW VOLTAGE SWITCH. AUTOMATIC OFF 30 MINUTES AFTER LAST DETECTION OF OCCUPANCY BY CEILING MOUNTED SENSOR. DETENTION DAYROOM/SLEEPING ROOM LIGHTING: MANUAL ON VIA SECURITY CONTROL TOUCH SCREEN THROUGH RELAY CONTROL PANEL. MANUAL OFF VIA SECURITY CONTROL TOUCH SCREEN THROUGH RELAY CONTROL PANEL. DETENTION CORRIDOR/BOOKING/VEHICLE SALLYPORT LIGHTING: FIXTURES INTENDED FOR 24/7 OPERATION. DETENTION CONTROL ROOM/CONTROL CORRIDOR LIGHTING: MANUAL ON VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL OVERRIDE TO OFF VIA WALL MOUNTED LOW VOLTAGE SWITCH. MANUAL RAISE/LOWER OPERATION VIA LOW VOLTAGE SWITCH. (PROVIDE UL924 LISTED DEVICE WHERE CONTROLLING EMERGENCY FIXTURES) sL1 LOW VOLTAGE SWITCH MATRIX BUTTON NUMBER BUTTON LABEL OPERATION 1 ON/OFF TOGGLE ON/OFF FOR FIXTURES ON CORRESPONDING CONTROL ZONE(S) 2 ▲ RAISE DIMMING LEVEL OF ALL FIXTURES ON CORRESPONDING CONTROL ZONE(S) 3 ▼ LOWER DIMMING LEVEL OF ALL FIXTURES ON CORRESPONDING CONTROL ZONE(S) 4 ON/OFF TOGGLE ON/OFF FOR FIXTURES ON CORRESPONDING CONTROL ZONE(S) 5 ▲ RAISE DIMMING LEVEL OF ALL FIXTURES ON CORRESPONDING CONTROL ZONE(S) 6 ▼ LOWER DIMMING LEVEL OF ALL FIXTURES ON CORRESPONDING CONTROL ZONE(S) sL3 LOW VOLTAGE SWITCH MATRIX BUTTON NUMBER BUTTON LABEL OPERATION 1 ON/OFF TOGGLE ON/OFF FOR FIXTURES ON CORRESPONDING CONTROL ZONE(S) 2 ▲ RAISE DIMMING LEVEL OF ALL FIXTURES ON CORRESPONDING CONTROL ZONE(S) 3 ▼ LOWER DIMMING LEVEL OF ALL FIXTURES ON CORRESPONDING CONTROL ZONE(S) sL2 LOW VOLTAGE SWITCH MATRIX BUTTON NUMBER BUTTON LABEL OPERATION 1 ON ON FOR FIXTURES ON CORRESPONDING CONTROL ZONE 2 OFF OFF FOR FIXTURES ON CORRESPONDING CONTROL ZONE EXTERIOR LUMINAIRE SCHEDULE TYPE SOURCE DESCRIPTION INPUT LOAD INPUT VOLTAGE MOUNTING MANUFACTURER, SERIES NOTES QTY. TYPE CCT CRI SA - LED - 5882 LUMENS 3000K 70+ LED AREA FIXTURE WITH 30 LEDs (ONE ENGINE), 700mA DRIVE CURRENT, TYPE 4 MEDIUM DISTRIBUTION, SQUARE POLE MOUNTING, HOUSE SIDE SHIELD, AND TEXTURED DARK BRONZE FINISH. 68VA MVOLT POLE +20'-0" LITHONIA AREA D-SERIES SIZE 1 #DSX1 SB - LED - 11,764 LUMENS 5882 LM PER HEAD 3000K 70+ LED AREA FIXTURE WITH 2 OPPOSING HEADS, EACH WITH 30 LEDs (ONE ENGINE), 700mA DRIVE CURRENT, TYPE 4 MEDIUM DISTRIBUTION, AND HOUSE SIDE SHIELDS TOGETHER ON SQUARE POLE MOUNTING WITH TEXTURED DARK BRONZE FINISH. 136VA MVOLT POLE +20'-0" LITHONIA AREA D-SERIES SIZE 1 #(2)DSX1 SB1 - LED - 5882 LUMENS 3000K 70+ LED AREA FIXTURE WITH 30 LEDS (ONE ENGINE), 700MA DRIVE CURRENT, TYPE 4 MEDIUM DISTRIBUTION, SQUARE POLE MOUNTING, HOUSE SIDE SHIELD, AND TEXTURED DARK BRONZE FINISH. POLE SHALL BE DRILLED TWO AT 180 DEGREES TO ACCOMMODATE FUTURE FIXTURE HEAD. 68VA MVOLT POLE +20'-0" LITHONIA AREA D-SERIES SIZE 1 #DSX1 SC - LED - 5773 LUMENS 3000K 70+ LED AREA FIXTURE WITH 30 LEDs (ONE ENGINE), 700mA DRIVE CURRENT, TYPE 2 SHORT DISTRIBUTION, SQUARE POLE MOUNTING, HOUSE SIDE SHEILD, AND TEXTURED DARK BRONZE FINISH. 68VA MVOLT POLE +20'-0" LITHONIA AREA D-SERIES SIZE 1 #DSX1 SD - LED - 2888 LUMENS 3000K 70+ LED WALL FIXTURE WITH 10 LEDs (ONE ENGINE), 1000mA DRIVE CURRENT, TYPE 4 MEDIUM DISTRIBUTION, SURFACE MOUNTING BRACKET, HOUSE SIDE SHIELD, AND TEXTURED DARK BRONZE FINISH. 40VA MVOLT SURFACE WALL AT HEIGHT A.F.G. PER ARCH LITHONIA WALL D-SERIES SIZE 1 #DSXW1 SE - LED - 2870 LUMENS 3000K 70+ LED WALL FIXTURE WITH 10 LEDs (ONE ENGINE), 1000mA DRIVE CURRENT, TYPE 2 MEDIUM DISTRIBUTION, SURFACE MOUNTING BRACKET, HOUSE SIDE SHIELD, AND TEXTURED DARK BRONZE FINISH. 40VA MVOLT SURFACE WALL AT HEIGHT A.F.G. PER ARCH LITHONIA WALL D-SERIES SIZE 1 #DSXW1 SF - LED - 2978 LUMENS 3000K 70+ LED WALL FIXTURE WITH 10 LEDs (ONE ENGINE), 1000mA DRIVE CURRENT, TYPE 3 SHORT DISTRIBUTION, SURFACE MOUNTING BRACKET, HOUSE SIDE SHIELD, AND TEXTURED DARK BRONZE FINISH. 40VA MVOLT SURFACE WALL AT HEIGHT A.F.G. PER ARCH LITHONIA WALL D-SERIES SIZE 1 #DSXW1 SG2 - LED - 1750 LUMENS 875 LM/FT 3000K 70+ 2' OVERALL LENGTH LED RECESSED INGROUND FIXTURE WITH HIGH OUTPUT, 24V PACBOX, ASYMMETRIC WALL WASH OPTIC, INTERNAL LOUVER, 0-10V DIMMING DRIVER STANDARD, AND ANTI-SLIP LENS. 31VA 277 RECESSED IN-GROUND AT 1' 0" FROM WALL LUMENFACADE INGROUND SERIES FIXTURE: #LOI HO-24V-24-30K-WW-TS0-INTL-DIM-ASL PACBOX: #PACBOX-31-277-24V-DIM BLOCKOUT: #LOI-RBO-24-GRD SG4 - LED - 3500 LUMENS 875 LM/FT 3000K 70+ 4' OVERALL LENGTH LED RECESSED INGROUND FIXTURE WITH HIGH OUTPUT, 24V PACBOX, ASYMMETRIC WALL WASH OPTIC, INTERNAL LOUVER, 0-10V DIMMING DRIVER STANDARD, AND ANTI-SLIP LENS. 61VA 277 RECESSED IN-GROUND AT 1' 0" FROM WALL LUMENFACADE INGROUND SERIES FIXTURE: #LOI HO-24V-48-30K-WW-TS0-INTL-DIM-ASL PACBOX: #PACBOX-61-277-24V-DIM BLOCKOUT: #LOI-RBO-48-GRD SH4 - LED - 4000 LUMENS 1000 LM/FT 3000K 70+ 4' OVERALL LENGTH LED RECESSED INGROUND FIXTURE WITH HIGH OUTPUT, 24V PACBOX, 10 x 10 DEGREE OPTIC, INTERNAL LOUVER, 0-10V DIMMING DRIVER STANDARD, AND ANTI-SLIP LENS. 61VA 277 RECESSED IN-GROUND AT 1' 0" FROM WALL LUMENFACADE INGROUND SERIES FIXTURE: #LOI HO-24V-48-30K-10x10-TS0-INTL-DIM-ASL PACBOX: #PACBOX-61-277-24V-DIM BLOCKOUT: #LOI-RBO-48-GRD SI - LED - 1369 LUMENS 3000K 90+ 9" x 9" LED WALL MOUNTED FIXTURE WITH ASYMMETRICAL DISTRIBUTION AND CUSTOM DARK BRONZE FINISH. 27VA UNV SURFACE COLUMN AT A.F.G. PER ARCH SISTEMALUX MOVIT SQUARE SERIES #S.3050W-[BRONZE]-4545-0024-075-UNV-ND SJ - LED - 1660 LUMENS 3000K 90+ 16" TALL DECORATIVE LED WALL SCONCE WITH BLACK FINISH. 20VA 120 SURFACE WALL AT HEIGHT A.F.G. PER ARCH MODERN FORMS VOID SERIES #WS-W5116-BK SK - LED - 1260 LUMENS 3000K 80+ 3.5' TALL DECORATIVE LED BOLLARD WITH BLACK FINISH. 14VA 277 BOLLARD ZANEEN MOON SERIES #L9B023-01 SL - LED - 6419 LUMENS 3000K 70+ LED FLOOD LUMINAIRE WITH FOUR COB ENGINES, FLOOD DISTRIBUTION, AND DARK BRONZE FINISH. 74VA MVOLT KNUCKLE WITH 1/2" NPS THREADED PIPE LITHONIA FLOOD D-SERIES SIZE 2 #DSXF2 SM - LED - 53 LUMENS 3000K 90+ 2" x 2" LED INGRADE FIXTURE WITH NARROW FLOOD BEAM, CLEAR LENS, NO ANGLE BRACKET, DC INPUT VOLTAGE, STANDARD FLANGE, NO BASE, AND BRONZE FINISH. 3VA 277 RECESSED IN-GROUND MP LIGHTING L304 SERIES #L304-2-W30-H-N-C-0-D-S-0-BZ LUMINAIRE SCHEDULE NOTES: BID AS SPECIFIED. NO ALTERNATES WILL BE CONSIDERED. OVERALL LENGTH TO BE VERIFIED FROM FIELD DIMENSIONS PRIOR TO ORDERING. ARCHITECT TO VERIFY CUSTOM RAL FINISH COLOR. PROVIDE MOUNTING, NUMBER OF FACES, AND DIRECTIONAL CHEVRONS AS INDICATED ON PLANS AND AS REQUIRED TO MEET LOCAL A.H.J. REQUIREMENTS PRIOR TO ORDERING. COORDINATE LETTERING COLOR AND FIELD COLOR WITH LOCAL A.H.J. REQUIREMENTS PRIOR TO ORDERING. PROVIDE ALL NECESSARY PARTS AND ACCESSORIES FOR A COMPLETE OPERATIONAL SYSTEM. ARCHITECT TO VERIFY ALL BUILDING MOUNTED HEIGHTS. WSD PDT N LOAD WSD PDT BLACK BLACK BLACK BLACK H GREEN GREEN = 2-ZONE, 4-BUTTON LOW VOLTAGE DIGITAL SWITCH L4 #nPODM-2P-WH sL2 LOW VOLTAGE SWITCH MATRIX BUTTON NUMBER BUTTON LABEL OPERATION 1 ON ON FOR FIXTURES ON CORRESPONDING CONTROL ZONE 2 OFF OFF FOR FIXTURES ON CORRESPONDING CONTROL ZONE 3 ON ON FOR FIXTURES ON CORRESPONDING CONTROL ZONE 4 OFF OFF FOR FIXTURES ON CORRESPONDING CONTROL ZONE LIGHTING CONTROL SCHEDULE: "LCPHA" RELAY PANEL LOCATION: ELECTRICAL A130 CONTROL VOLTAGE: 277V MANUFACTURER: nLIGHT MODEL NUMBER: nPANEL 4 RELAY NO. / SWITCH CIRCUIT DESIGNATION AREA CONTROLLED ELECTRICAL CIRCUIT CONTROLLED CONTROL NARRATIVE 1/a EXTERIOR LIGHTING HA-2 AUTOMATIC ON VIA ASTRONOMIC TIME CLOCK 30 MINUTES PRIOR TO SUNDOWN. AUTOMATIC OFF VIA ASTRONOMIC TIME CLOCK 30 MINUTES AFTER SUNRISE. 2/b EXTERIOR LIGHTING HA-3 AUTOMATIC ON VIA ASTRONOMIC TIME CLOCK 30 MINUTES PRIOR TO SUNDOWN. AUTOMATIC OFF VIA ASTRONOMIC TIME CLOCK 30 MINUTES AFTER SUNRISE. 3/c EXTERIOR LIGHTING HA-4 AUTOMATIC ON VIA ASTRONOMIC TIME CLOCK 30 MINUTES PRIOR TO SUNDOWN. AUTOMATIC OFF VIA ASTRONOMIC TIME CLOCK 30 MINUTES AFTER SUNRISE. 4/d EXTERIOR LIGHTING HA-5 AUTOMATIC ON VIA ASTRONOMIC TIME CLOCK 30 MINUTES PRIOR TO SUNDOWN. AUTOMATIC OFF VIA ASTRONOMIC TIME CLOCK 30 MINUTES AFTER SUNRISE. LIGHTING CONTROL SCHEDULE: "LCPLA" RELAY PANEL LOCATION: ELECTRICAL A130 CONTROL VOLTAGE: 120V MANUFACTURER: nLIGHT MODEL NUMBER: nPANEL 4 RELAY NO. / SWITCH CIRCUIT DESIGNATION AREA CONTROLLED ELECTRICAL CIRCUIT CONTROLLED CONTROL NARRATIVE 1/aa EXTERIOR LIGHTING LA-80 AUTOMATIC ON VIA ASTRONOMIC TIME CLOCK 30 MINUTES PRIOR TO SUNDOWN. AUTOMATIC OFF VIA ASTRONOMIC TIME CLOCK 30 MINUTES AFTER SUNRISE. 2/bb EXTERIOR LIGHTING LA-82 AUTOMATIC ON VIA ASTRONOMIC TIME CLOCK 30 MINUTES PRIOR TO SUNDOWN. AUTOMATIC OFF VIA ASTRONOMIC TIME CLOCK 30 MINUTES AFTER SUNRISE. 3 SPARE 4 SPARE LIGHTING CONTROL SCHEDULE: "LCPEHL" RELAY PANEL LOCATION: EMERGENCY ELECTRICAL A120A CONTROL VOLTAGE: 277V MANUFACTURER: nLIGHT MODEL NUMBER: nPANEL 4 RELAY NO. / SWITCH CIRCUIT DESIGNATION AREA CONTROLLED ELECTRICAL CIRCUIT CONTROLLED CONTROL NARRATIVE 1/aaa EXTERIOR LIGHTING EHL-2 AUTOMATIC ON VIA ASTRONOMIC TIME CLOCK 30 MINUTES PRIOR TO SUNDOWN. AUTOMATIC OFF VIA ASTRONOMIC TIME CLOCK 30 MINUTES AFTER SUNRISE. 2 SPARE 3 SPARE 4 SPARE PROJECT DATE: DRAWN BY: 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] BOARD OF COUNTY COMMISSIONERS 1201 MESA DRIVE, DOUGLAS, WY 82633 CONVERSE COUNTY JOINT JUSTICE CENTER 2015.01.0015 12/1/15 95% CONSTRUCTION DOCUMENTS No. Revision Description Date 7600 East Orchard Road, Suite 250-S Greenwood Village, CO 80111-2518 tel: [PHONE REDACTED] Fax: [PHONE REDACTED] www.mkkeng.com CONSULTING ENGINEERS, INC. Mechanical, Electrical & Energy Consultants PROJECT DATE: DRAWN BY: 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] BOARD OF COUNTY COMMISSIONERS 1201 MESA DRIVE, DOUGLAS, WY 82633 CONVERSE COUNTY JOINT JUSTICE CENTER 2015.01.0015 12/1/15 95% CONSTRUCTION DOCUMENTS No. Revision Description Date 7600 East Orchard Road, Suite 250-S Greenwood Village, CO 80111-2518 tel: [PHONE REDACTED] Fax: [PHONE REDACTED] www.mkkeng.com CONSULTING ENGINEERS, INC. Mechanical, Electrical & Energy Consultants LIGHTING CONTROL SCHEDULES AND DETAILS E9.1 MTD ---PAGE BREAK--- MOW-LINE SIGN, RE: ARCH. TRASH RECEPTACLE, TYP. TABLE, TYP. SANDSTONE SLAB TRENCH DRAIN CONCRETE PAVERS TYPE 1 COURTYARD SEAT WALL PLANTER BIKE RACK, TYP. TIERED WATER REMEDIATION GARDEN FREESTANDING CONCRETE WALL SANDSCAPE CONCRETE LED PAVER LIGHT, TYP. PEA GRAVEL RIVER ROCK Know what's R LEGEND DECIDUOUS CANOPY TREES EVERGREEN TREES DECIDUOUS ORNAMENTAL TREES IRRIGATED SOD IRRIGATED NATIVE SHRUB BED WITH WOOD MULCH SHRUB BED WITH ROCK MULCH IRRIGATED SEMI-AQUATIC SEED MIX IRRIGATED NO-MOW FINE FESCUE NON-IRRIGATED SEED MIX COBBLE EDGER MOW-LINE SWALE REILLY JOHNSON ARCHITECTURE COPYRIGHT 2015 DRAWN DECEMBER 01, 2015 ISSUE SCHEMATIC DESIGN DD DOUGLAS, WYOMING DD CD L1.0 NOTE: ALL DISTURBED AREAS TO BE RE-SEEDED ---PAGE BREAK--- EP: 8+85.48 MOW-LINE SIGN, RE: ARCH. 88-FRG 57-FRG 43-FRG 76-RSG 68-RSG 33-RSG 29-RSG 25-FRG 2-MCH 14-FRG 2-MJJ 3-BOS 2-MJJ 20-FRG 296-LEM 90-HFG 18-FRG 5-YIG 3-RHM 8-COG 5-IDO 12-RHM 1-ACK 7-COG 4-RSG 4-LBS 4-JBB 2-RHM 6-IDO 3-BCJ 3-MKL 1-AML 6-RSG 4-HCO 3-BCJ 2-ABT 9-MKL 1-AML 6-RSG 6-HCO 1-AML 21-COG 5-HCO 17-COG 1-AML 1-MCH 10-RSG 4-NSW 20-FRG 2-CEA 4-BUF 4-SBA 2-BOS 8-LBS 7-RHM 1-CEA 20-RSG 11-RHM 2-BOS 18-HFG 3-SBA 2-CEA 20-FRG 2-NSW 4-BUF 2-SHL 9-COG 12-FRG 6-BGS 4-AME 2-POP 10-COG 8-FRG 11-FRG 15-SWG 2-WHA 6-NSW 8-SWG 2-WHA 4-AME 6-LBS 4-BLC 28-YIG 3-AME 6-SWG 11-COG 2-SHL 9-BFE 5-FRG 10-LBS 6-BLC 11-YIG 9-COG 6-BLC 13-FRG 13-COG 2-SHL 11-SWG 2-BSP 21-YIG 4-FRG 6-NSW 1-WHA 4-AME 4-BLC 50-YIG 2-AME 11-COG 9-RSG 22-HFG 3-POP 1-WHA 4-AME 4-LBS 8-BLC 2-BSP 6-SWG 6-LBS 8-NSW 1-WHA 4-SWG 2-BSP 10-BLC 2-SWG 2-SWG 1-WHA 4-AME 14-FRG 9-COG 2-SHL 6-LBS 10-COG 17-FRG 1-LCO 3-LCO 2-CEA 33-RSG 3-MBH 3-MBH 3-MBH 3-MBH 3-MBH 3-MBH 3-MBH 3-MBH 3-MBH 3-MBH 3-MBH 2-CEA 20-FRG 3-JBB 9-COG 7-LBS 2-BOS 5-YIG 20-RSG 1-CEA 3-SBA 6-LBS 2-BOS 2-IDO 6-LBS 2-CEA 8-COG 20-FRG 2-BOS 7-RHM 27-RSG 3-SBA 2-CEA 10-COG 8-LBS 3-JBB 10-COG 1-SHL 1-RHM 15-LBS 8-BGS 8-RSG 1-CND 2-BOS 4-SWG 4-MLM 1-CND 4-BGS 2-SWG 2-BOS 11-COG 2-SHL 6-LBS 6-BGS 4-FSS 17-RSG 12-BGS 1-WHA 10-RSG 2-BSP 4-SWG 8-BGS 1-WHA 6-SWG 4-MLM 2-BSP 4-RSG 21-YIG 8-BGS 1-WHA 8-RSG 4-FSS 7-HFG 11-COG 2-SHL 6-LBS 7-HFG 6-LBS 10-COG 11-COG 1-SHL 6-LBS 32-YIG 1-BGS 9-FSS 8-RSG 8-BGS 1-WHA 4-RSG 21-YIG 2-BSP 6-SWG 4-MLM 8-BGS 1-WHA 4-SWG 2-BSP 10-RSG 12-BGS 1-WHA 13-RSG 4-FSS 6-BGS 6-LBS 1-SHL 11-COG 2-JBB 13-COG 15-DCM 5-NSW 5-IHD 24-BGS 3-NSW 13-COG 3-NSW 5-RHM 21-DCM 53-DCM 18-PFC 4-RHM 20-BGS 13-IDO 6-PFC 14-DCM 10-COG 4-AME 15-BCJ 9-LCO 45-JAR 64-JAR 45-JAR 8-FRG 7-BGS 2-EOA 6-BCJ 2-CEA 2-CEA 2-CEA 2-CEA 8-BLC 3-BSP 3-SBA 2-MJJ 2-SBA 3-MJJ 2-MJJ 3-SPR 2-SBA 1-MJV 20-JFG 1-TAN 1-MJA 27-LEM 2-FSS 2-AME 2-TLS 3-AME 2-FSS 2-TLS 36-DDY 12-BFE 12-BFE 3-RHM 76-BFE 4-COG 15-BFE 5-FRG 3-PFC 3-LOD 3-RHM 8-KOR 3-BGS 17-RSG 14-FRG 9-BFE 5-HFG 3-NSW 2-BGS 8-FRG 3-RHM 10-HFG 7-BGS 9-BFE 54-FRG 15-RHM 12-HFG 15-BGS 10-BFE 8-BFE 48-SWW 6-COG 5-CEA 13-BFE 2-CBT 25-BFE 34-LEM 8-COG 19-BFE 6-LOD 2-SWG 33-VIN 7-COG 5-RSG 19-BFE 33-SWW 6-NSW 18-RSG 8-COG 2-MJJ 10-RSG 3-CEA 3-SWG 8-CBT 8-NSW 8-COG 21-LBS 33-VIN 8-NSW 8-COG 4-CEA 25-SWW 33-BFE 10-BFE 45-VIN 57-LEM 6-BCJ 13-BFE 12-LBS 8-COG 16-COG 8-CBT 8-COG 12-RSG 8-NSW 10-BFE 40-BFE 48-LEM 4-LOD 2-SWG 24-LBS 2-BCJ 8-LOD 2-SWG 36-DDY 12-FRG 4-JBB 5-TCH 18-FRG 3-MJJ 18-FRG 4-HCO 18-FRG 4-MJJ 18-FRG 21-YIG 1-CND 8-RHM 9-RSG 7-YIG 10-COG 1-SHL 6-LBS 33-SWW 1-MJJ 3-RHM 10-BES 24-BFE 5-RSG 3-SWG 5-RHM 9-BFE 5 L1.6 3 L1.6 4 L1.6 BIOSWALE 6 L1.6 TRENCH DRAIN 7 L1.6 COURTYARD SEAT WALL PLANTER 8 L1.6 SANDSTONE SLAB 1 L1.7 FREESTANDING CONCRETE WALL TABLE TRASH RECEPTACLE FLAG POLE BIKE RACK TRASH RECEPTACLE, TYP. TABLE, TYP. SANDSTONE SLAB TRENCH DRAIN CONCRETE PAVERS TYPE 1 COURTYARD SEAT WALL PLANTER BIKE RACK, TYP. TIERED WATER REMEDIATION GARDEN FREESTANDING CONCRETE WALL SANDSCAPE CONCRETE LED PAVER LIGHT, TYP. PEA GRAVEL RIVER ROCK Know what's R LEGEND DECIDUOUS CANOPY TREES EVERGREEN TREES DECIDUOUS ORNAMENTAL TREES IRRIGATED SOD IRRIGATED NATIVE SHRUB BED WITH WOOD MULCH SHRUB BED WITH ROCK MULCH IRRIGATED SEMI-AQUATIC SEED MIX IRRIGATED NO-MOW FINE FESCUE COBBLE EDGER MOW-LINE SWALE REILLY JOHNSON ARCHITECTURE COPYRIGHT 2015 DRAWN DECEMBER 01, 2015 ISSUE SCHEMATIC DESIGN DD DOUGLAS, WYOMING DD CD L1.1 NON-IRRIGATED SEED MIX ---PAGE BREAK--- TRASH RECEPTACLE, TYP. TABLE, TYP. SANDSTONE SLAB TRENCH DRAIN CONCRETE PAVERS TYPE 1 COURTYARD SEAT WALL PLANTER BIKE RACK, TYP. SANDSCAPE CONCRETE LED PAVER LIGHT, TYP. PEA GRAVEL RIVER ROCK Know what's R LEGEND DECIDUOUS CANOPY TREES EVERGREEN TREES DECIDUOUS ORNAMENTAL TREES IRRIGATED SOD IRRIGATED NATIVE SHRUB BED WITH WOOD MULCH SHRUB BED WITH ROCK MULCH IRRIGATED SEMI-AQUATIC SEED MIX IRRIGATED NO-MOW FINE FESCUE COBBLE EDGER MOW-LINE SWALE REILLY JOHNSON ARCHITECTURE COPYRIGHT 2015 DRAWN DECEMBER 01, 2015 ISSUE SCHEMATIC DESIGN DD DOUGLAS, WYOMING DD CD CONTEXT MAP SCALE: 1"=200' L1.2 EVERGREEN SHRUBS DECIDUOUS SHRUBS ORNAMENTAL GRASSES PERENNIALS NON-IRRIGATED SEED MIX ---PAGE BREAK--- TIERED WATER REMEDIATION GARDEN FREESTANDING CONCRETE WALL Know what's R LEGEND DECIDUOUS CANOPY TREES EVERGREEN TREES DECIDUOUS ORNAMENTAL TREES IRRIGATED SOD IRRIGATED NATIVE SHRUB BED WITH WOOD MULCH SHRUB BED WITH ROCK MULCH IRRIGATED SEMI-AQUATIC SEED MIX IRRIGATED NO-MOW FINE FESCUE COBBLE EDGER MOW-LINE SWALE REILLY JOHNSON ARCHITECTURE COPYRIGHT 2015 DRAWN DECEMBER 01, 2015 ISSUE SCHEMATIC DESIGN DD DOUGLAS, WYOMING DD CD CONTEXT MAP SCALE: 1"=200' L1.3 EVERGREEN SHRUBS DECIDUOUS SHRUBS ORNAMENTAL GRASSES PERENNIALS NON-IRRIGATED SEED MIX ---PAGE BREAK--- Know what's R LANDSCAPE PLANT LIST 2.2 LBS. 1.8 LBS. 2.2 LBS. 6.2 LBS. 1.2 LBS. 2.2 LBS. 6.2 LBS. 22.0 LBS. PLS PER ACRE PANICUM VIRGATUM SCHIZACHYRIUM SCOPARIUS SORGHASTRUM NUTANS SCIENTIFIC NAME AGROPYRON SMITHII BOUTELOUA GRACILIS BOUTELOUA CURTIPENDULA ANDROPOGON GRARDII WESTERN WHEATGRASS SIDE OATS GRAMA LITTLE BLUESTEM INDIANGRASS COMMON NAME BLUE GRAMA BIG BLUESTEM 10% 8% 10% 28% 6% 10% 28% % OF TOTAL 100% TOTAL NATIVE SEED MIX TOTAL 26.5 LBS / ACRE % OF TOTAL WETLAND VEGETATED BASIN MIX LODORN GREEN NEEDLEGRASS COMMON NAME KAW BIG BLUESTEM SCIENTIFIC NAME ANDROPOGON GERARDII NASSELLA VIRIDULA PLS PER ACRE 3.60 3.60 15% 15% 100% TOMAHAWK INDIANGRASS SORGHASTRUM NUTANS 4.90 15% NEB 28 PANICUM VIRGATUM 2.20 10% MANDAN CANADA WILDRYE ELMUS CANADENSIS 5.00 15% ALKALI SACATON SPOROBOLUS AIROIDES 0.10 2% BALTIC RUSH JUNCUS BALTICUS 0.10 1% CAMPER LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 3.30 10% PRAIRIE CORDGRASS SPARTINA PECTINATA 3.60 15% TUFTED HAIRGRASS DESCHAMPSIA CEPSPITOSA 0.10 2% NO-MOW FINE FESCUE: SOD 24" MIN. WIDTH B&B, GUY AND STAKE 24" MIN. WIDTH #5 MAHONIA REPENS CREEPING OREGON GRAPE HOLLY COG #1 #1 CALAMAGROSTIS ARUNDINACEA 'KARL FOERSTER' FEATHER REED GRASS FRG 24" MIN. WIDTH 24" MIN. WIDTH 24" MIN. WIDTH 24" MIN. WIDTH #5 #5 #5 #5 #5 24" MIN. WIDTH 24" MIN. WIDTH 24" MIN. WIDTH 24" MIN. WIDTH 24" MIN. WIDTH 24" MIN. WIDTH #5 #5 #5 #5 #5 #5 HEDGE COTONEASTER BLUE MIST SPIREA LODENSE PRIVET IVORY HALO DOGWOOD THREE LEAF SUMAC JAPANESE BARBERRY ISANTI DOGWOOD ALDER-LEAVED SERIVEBERRY SMOOTH SUMAC SHADBLOW SERVICEBERRY APACHE PLUM GRO LOW FRAGRANT SUMAC NANKING CHERRY TLS SMS FSS NAC APL SSB HCO BMS LOD IHD SBA IDO JBB COTONEASTER LUCIDUS LIGUSTRUM VULGARE 'LODENSE' CARYOPTERIS X CLANDONENSIS 'BLUE MIST' BERBERIS THUNBERGII CORNUS STOLONIFERA 'ISANTI' AMELANCHIER ALNIFOLIA 'REGENT' RHUS AROMATICA 'GROW-LOW' RHUS TRILOBATA RHUS GLABRA PRUNUS TOMENTOSA FALLUGIA PARADOXA AMALANCHER CANADENSIS CORNUS ALBA 'BAIL HALO' MCKAY'S WHITE POTENTILLA LITTLELEAF MOUNTAIN MAHOGANY CAROL MACKIE DAPHNE MISS KIM DWARF LILAC MLM DCM MCK MKL DAPHNE X BURKWOODII 'CAROL MACKIE' POTENTILLA FRUTICOSA 'MCKAY'S WHITE' CERCOCARPUS INTRICATUS SYRINGA PATULA 'MISS KIM' #5 #5 #5 #5 #5 24" MIN. WIDTH 24" MIN. WIDTH 24" MIN. WIDTH 24" MIN. WIDTH #5 B&B, GUY AND STAKE, SPECIMEN 1.5" CAL SPRING SNOW CRABAPPLE MALUS X 'SPRING SNOW' SPR 24" MIN WIDTH #5 SPARTAN JUNIPER BUFFALO JUNIPER JUNIPERUS CHINENSIS 'SPARTAN' JUNIPERUS SABINA 'BUFFALO' BUF SAR B&B, GUY AND STAKE 6 - 10' PONDEROSA PINE PINUS PONDEROSA POP B&B, GUY AND STAKE B&B, GUY AND STAKE 2" CAL. 2" CAL. 2" CAL. COMMON HACKBERRY ALLEE ELM* LANCELEAF COTTONWOOD ULMUS PARVIFOLIA 'EMER II' CELTIS OCCIDENTALIS POPULUS X ACUMINATA LCO KCT CEA 2" CAL. BOA BUR OAK* QUERCUS MACROCARPA 24" MIN. WIDTH #5 24" MIN. WIDTH #5 JUNIPERUS HORIZONTALIS 'BLUE CHIP' BLUE CHIP JUNIPER B&B, GUY AND STAKE, SPECIMEN B&B, GUY AND STAKE, SPECIMEN 1.5" CAL 1.5" CAL. COCKSPUR THORNLESS HAWTHORN CRATAEGUS CRUS-GALLI 'INERMIS' AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE SERVICEBERRY B&B, GUY AND STAKE B&B, GUY AND STAKE 6 - 10' 6 - 10' 6 - 10' AUSTRIAN PINE PINUS NIGRA PICEA PUNGENS 'GLAUCA' COLORADO BLUE SPRUCE PINUS HELDREICHII VAR. LEUCODERMIS BOSNIAN PINE B&B, GUY AND STAKE 2" CAL. 2" CAL. TCH ABT AML SHL NOTES SIZE BOTANICAL NAME COMMON NAME SYM. TILIA AMERICANA AMERICAN LINDEN* BCJ AP CBS BOS GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLOCUST* B&B, GUY AND STAKE 2" CAL. CRIMSON KING MAPLE* ACER PLATANOIDES 'CRIMSON KING' ACK B&B, GUY AND STAKE B&B, GUY AND STAKE B&B, GUY AND STAKE #1 #1 #1 #1 HELIANTHUS TUBEROSUS JERUSALEM ARTICHOKE JAR SALVIA, MAY NIGHT STELLA D'ORO DAYLILY BLACK EYED SUSAN SMN DDY BES SALVIA SYLVESTRIS X 'MAINACHT' HEMEROCALLIS 'STELLA D'ORO' RUDBEKIA FULGIDA 'GOLDSTURM' HYDROZONE MEDIUM MEDIUM LOW LOW LOW MEDIUM MEDIUM LOW MEDIUM MEDIUM LOW MEDIUM MEDIUM LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM LOW LOW LOW LOW LOW MEDIUM MEDIUM LOW LOW LOW LOW LOW LOW COLUMNAR BUCKTHORN CBT RHAMNUS FRANGULA 'COLUMNARIS' #5 24" MIN. WIDTH LOW HFG HARDY FOUNTAIN GRASS PENNISETUM ALOPECUROIDES 'HAMELN' #1 LOW RHM R.H. MONTGOMERY SPRUCE PICEA PUNGENS 'R.H. MONTGOMERY' #5 24" MIN. WIDTH MEDIUM LOW PYRAMIDAL EUROPEAN HORNBEAM* CARPINUS BETULUS 'FASTIGIATA' PEH 2" CAL. B&B, GUY AND STAKE LOW 24" MIN. WIDTH #5 PHYSOCARPUS OPULIFOLIUS 'SEWARD' SUMMER WINE NINEBARK NSW MEDIUM #5 24" MIN. WIDTH ROSA 'RADTKO' KOR DOUBLE KNOCK OUT ROSE PFC COMPACT PFITZER JUNIPERUS X MEDIA 'PFITZERANA COMPACT' #5 24" MIN. WIDTH LOW #1 PANICUM VIRGATUM 'SHENANDOAH' RED RSG LOW #1 MEDIUM #1 SCIZACHYRIUM SCOPARIUM LITTLE BLUESTEM LBS MEDIUM #1 PANICUM VARAGATUM HABIT SWG MEDIUM SWW SWEET WOODRUFF GALIUM ODORATUM MEDIUM TULIP DAFFODIL IRIS TUL DAF IR 24" MIN. WIDTH #5 BURKWOOD VIBURNUM VBU VIBURNUM BURKWOODII MEDIUM NAME NOTE: 1. DENOTES 3" CAL. MIN. DECIDUOUS PICEA PUNGENS 'GLOBOSA' QTY. BGS BLUE GLOBE SPRUCE JUNIPERUS CHINENSIS 'ANGELICA BLUE' ANGELICA BLUE JUNIPER #5 ABJ JUNIPERUS CHINENSIS 'MONLEP' MINT JULIP JUNIPER MJJ LOW 24" MIN. WIDTH 24" MIN. WIDTH #5 LOW 24" MIN. WIDTH #5 LOW BIN BING CHERRY PRUNUS AVIUM 'LAPINS' B&B, GUY AND STAKE, SPECIMEN 1.5" CAL. MEDIUM PRUNUS CERASUS 'MONTMORENCY' MCH MONTMORENCY CHERRY 1.5" CAL. MEDIUM B&B, GUY AND STAKE, SPECIMEN YIG YELLOW INDIANGRASS SORGHASRTUM NUTANS 24" MIN. WIDTH 24" MIN. WIDTH LOW #1 QUERCUS ROBUR 'FASTIGIATA' EOA COLUMNAR ENGLISH OAK 1.5" CAL. MEDIUM B&B, GUY AND STAKE, SPECIMEN #1 #1 #1 PARTHENOCISSUS QUINQUEFOLIA ENGELMANNII VIRGINIA CREEPER EGS TRUMPET VINE TVI CAMPSIS RADICANS LOW LOW WHA WASHINGTON HAWTHORN CRATAEGUS PHAENOPYRUM B&B, GUY AND STAKE, SPECIMEN 1.5" CAL. MEDIUM REILLY JOHNSON ARCHITECTURE COPYRIGHT 2015 DRAWN DECEMBER 01, 2015 ISSUE SCHEMATIC DESIGN DD DOUGLAS, WYOMING DD CD PAVING / SURFACE SCHEDULE PRODUCT MANUFACTURER SIZE FINISH/COLOR MATERIAL INFO SANDSCAPE CONCRETE COLORADO HARDSCAPES N/A SANDSCAPE TEXTURE / "PEBBLE" DAVIS COLOR WEBSITE: www.coloradohardscapes.com FIBER MESH CONCRETE WITH SAW-CUT CONTROL JOINTS DIMENSIONS OF INTERIOR SCORING VARIES. REFER TO PLAN STANDARD CONCRETE N/A N/A STANDARD GRAY LIGHT BROOM FINISH RE: CIVIL CONCRETE PAVERS 1 HANOVER 6X24" TUDOR FINISH, CHARCOAL COLOR WEBSITE: www.hanoverpavers.com PREST PAVER, RUNNING BOND RIVER ROCK N/A 1-2" COLOR: DARK GREY - BLACK 3" MIN. DEPTH PEA GRAVEL N/A N/A COLOR: WHITE/LIGHT 3" MIN. DEPTH SANDSTONE SLABS LOCAL QUARY 1'-6"X6', 1'-6"X2'-6" WYOMING RED, OR TO MATCH ARCH. RE: STONE SLAB DETAIL AND LANDSCAPE PLAN CRUSHER FINES COLORADO MATERIALS INC N/A MOUNTAIN GRANITE WEBSITE: www.coloradomaterialsinc.com REFER TO DETAIL IN LANDSCAPE PLAN - CRUSHER FINES TURF GRASS BLEND: SOD 10% 25% 30% CREEPING RED FESCUE BLUE FESCUE HARD FESCUE TOTAL 100% % OF TOTAL COMMON NAME CHEWINGS FESCUE 35% "4-WAY BLUEGRASS BLEND" BY BITTERSWEET TURF FARMS, INC, OR APPROVED EQUAL 25% 25% 25% 25% NUGLADE SR 2100 AWARD FREEDOM II TOTAL 100% % OF TOTAL COMMON NAME B&B, GUY AND STAKE 6 - 10' TANYOSHO PINE PINUS DENSIFLORA 'UMBRACULIFERA' TAN MEDIUM B&B, GUY AND STAKE, SPECIMEN PRUNUS VIRGINIANA 'SHUBERT' CND CANADA RED CHERRY 1.5" CAL. MEDIUM VIN VINCA MINOR/PERIWINKLE V. MINOR 'BOWLES' LOW #1 BOR HIMALAYAN BORDER JEWEL PERSICARIA AFFINIS LOW #1 CMW WALKER'S LOW CATMINT NEPETA FAASSENII 'WALKER'S LOW' LOW #1 YAM MOONSHINE YARROW ACHILLEA 'MOONSHINE' LOW #1 L1.4 ACER PALMATUM 'VIRIDIS' MJV JAPANESE MAPLE 'VIRIDIS' #20 MEDIUM B&B, GUY AND STAKE, SPECIMEN ACER PALMATUM 'BLOODGOOD' MJA JAPANESE MAPLE 'BLOODGOOD' #20 MEDIUM B&B, GUY AND STAKE, SPECIMEN 2" CAL. CNM ACER PLATANOIDES 'COLUMNARE' COLUMNAR NORWAY MAPLE B&B, GUY AND STAKE MEDIUM B&B, GUY AND STAKE 6 - 10' BAKERI SPRUCE PICEA PUNGENS 'BAKERI' BSP MEDIUM B&B, GUY AND STAKE, SPECIMEN SORBUS AUCUPARIA 'BLACK HAWK' MBH BLACK HAWK MOUNTAIN ASH 1.5" CAL. MEDIUM BLACK CHOKEBERRY BLC ARONIA MELANOCARPA #5 24" MIN. WIDTH MEDIUM 24" MIN. WIDTH #5 HIGHBUSH CRANBERRY AME VIBURNUM TRILOBUM MEDIUM #1 FESTUCA GLAUCA 'ELIJAH BLUE' BLUE FESCUE BFE LOW LEM GOLDEN LEMON THYME THYMUS X CITRIODORUS 'AUREUS' LOW #1 #1 HAKENOCHLOA MACRA 'AUREOLA' JAPANESE FOREST GRASS JFE LOW ITEM MANUFACTURER MODEL NUMBER COLOR NOTES 3 DESCRIPTION BIKE RACK TABLE CONTACT 1 35 LOOP BIKE RACK - ALUMINUM SITE AMENITIES SCHEDULE LANDSCAPE FORMS LITTER RECEPTACLE 2 4 METALLIC TITANIUM www.landscapeforms.com REFER TO MANUFACTURERS SPECIFICATIONS FOR INSTALLATION. SURFACE MOUNT. QUANTITY 6 MULTIPLICITY LITTER WITH RECYCLING ALUMINUM AND BLACK REFER TO MANUFACTURERS SPECIFICATIONS FOR INSTALLATION., SURFACE MOUNT. 3 CHARLIE TABLE 2 5 LED PAVER LIGHTS 6"X36" LED PAVER LIGHT T.B.D. NA 20 REFER TO MANUFACTURERS SPECIFICATIONS FOR INSTALLATION. TO BE COORDINATED WITH LIGHTING PLAN AND ELECTRICAL ENGINEER. www.landscapeforms.com LANDSCAPE FORMS www.landscapeforms.com LANDSCAPE FORMS METALLIC TITANIUM REFER TO MANUFACTURERS SPECIFICATIONS FOR INSTALLATION. SURFACE MOUNT. 35' COMMERCIAL - INTERNAL HALYARD W/ WINCH, DARK BRONZE ANODIZED ALUMINUM FLAGPOLE FLAG POLE - 35' THE FLAGPOLE COMPANY (OR APPROVED EQUAL) THE FLAGPOLE COMPANY P.O. BOX 765 BROOKLYN, MICHIGAN 49230 www.theflagpoleco.com CONTRACTOR SHALL WORK WITH FLAG POLE SUPPLIER AND SUBMIT STAMPED STRUCTURAL DRAWINGS OF FOOTER FOR APPROVAL DARK BRONZE - ANODIZED 3 POLE IS SIZED FOR A 5'X8' FLAG TOTAL: 56 TOTAL: 40 TOTAL: 78 TOTAL: 784 TOTAL: 415 TOTAL: 2,284 TOTAL: 936 ---PAGE BREAK--- Know what's R LANDSCAPE NOTES 1. THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS AS CLOSELY AS POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE. OVERALL PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS. 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKES PRECEDENCE OVER WRITTEN QUANTITIES. 3. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S REPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL IS DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE INSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUM SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TO INSTALLATION. 4. THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANT MATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST IS REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION. RE-STOCKING CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A REQUEST FOR MATERIAL CHANGES. 5. THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS. 6. REFER TO IRRIGATION PLANS FOR LIMITS AND TYPES OF IRRIGATION DESIGNED FOR THE LANDSCAPE. IN NO CASE SHALL IRRIGATION BE EMITTED WITHIN THE MINIMUM DISTANCE FROM BUILDING OR WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. ALL IRRIGATION DISTRIBUTION LINES, HEADS AND EMITTERS SHALL BE KEPT OUTSIDE THE MINIMUM DISTANCE AWAY FROM ALL BUILDING AND WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. 7. LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINE AND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL. 8. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM SLOPES ON LANDSCAPE AREAS SHALL BE MAXIMUM SLOPE SHALL BE 25% UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE. 9. PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8“ - 12“ AND AMENDED PER SPECIFICATIONS. 10. ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AT 5 cu.yrds/1,000sf OR AS NOTED IN THE TECHNICAL SPECIFICATIONS. 11. TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION. 12. THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND THE CENTER OF ORNAMENTAL TREES CLOSER THAN 3' FROM A SIDEWALK, STREET OR DRIVE LANE. EVERGREEN TREES SHALL NOT BE LOCATED ANY CLOSER THAN 15' FROM IRRIGATION ROTOR HEADS. NOTIFY OWNER'S REPRESENTATIVE IF TREE LOCATIONS CONFLICT WITH THESE STANDARDS FOR FURTHER DIRECTION. 13. ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 14. ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1 YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES AT THE END OF 1 YEAR FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY THE OWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. 15. ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BE HAND DUG TO PROTECT GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALL TREES, APPROVAL MUST BE GIVEN BY OWNER'S REPRESENTATIVE PRIOR TO DOING WORK. 16. TREE WRAP SHALL BE APPLIED IN LATE FALL AFTER INSTALLATION AND REMOVED THE FOLLOWING SPRING. TREES GREATER THEN 4“ IN CALIPER MAY NOT REQUIRE TREE WRAP IF BARK IS SUFFICIENTLY DEVELOPED. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE WRAPPED. 17. ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE MULCHED FOR EXCESSIVE MOISTURE REASONS. 18. SHRUB, GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY x 14 GAUGE BLACK PERFORATED, WITH PROTECTIVE CAP, INTERLOCKING TYPE STEEL EDGER, RYERSON OR EQUAL. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3“ OF PRE-MULCHED FINAL GRADE. EDGER SHALL NOT BE REQUIRED TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON THE PLANS. 19. IN ALL CASES SHRUB, GROUNDCOVER AND PERENNIAL BEDS ADJACENT TO BUILDING AND WALL FOUNDATIONS SHALL BE CONTAINED BY x 14 GAUGE BLACK PERFORATED, WITH PROTECTIVE CAP, INTERLOCKING TYPE PERFORATED STEEL EDGER, RYERSON OR EQUAL. EDGER SHALL NOT RESTRICT THE FREE FLOW OF DRAINAGE OR DAM WATER IN ANY CASE. EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3“ OF PRE-MULCHED FINAL GRADE. EDGER SHALL NOT BE REQUIRED TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON THE PLANS. 20. ALL SHRUB BEDS ARE TO BE MULCHED WITH MIN. DEPTH, 3/4"-1 1/2'' BLACK GRANITE OR DEPTH SHREDDED CEDAR MULCH OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC. ALL GROUND COVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED WITH DEPTH SHREDDED CEDAR MULCH. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS. 21. EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING TURF SPECIES. DISTURBED NATIVE AREAS WHICH ARE TO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX. 21. WHEN COMPLETE, ALL GRADES SHALL BE WITHIN 1/8“ OF FINISHED GRADES AS SHOWN ON THE PLANS. 22. ALL SODDED, TURF SEEDED, AND LANDSCAPED AREAS SHALL BE WATERED BY AN UNDERGROUND, AUTOMATIC IRRIGATION SYSTEM, AND SHALL PROVIDE 100% COVERAGE TO ALL AREAS. ALL IRRIGATION TO BE INSTALLED PER CITY AND COUNTY STANDARDS. (SEE IRRIGATION PLAN) 23. ROUTINE TREE MAINTENANCE AND PRUNING SHALL PREVENT BRANCHES FROM INTERFERING WITH ALL FIRE ACCESS LANE CLEARANCES. 24. WHEN PLANTER URNS ARE SHOWN ON PLANS, CONTRACTOR SHALL INCLUDE THE FOLLOWING: PLANTER MIX, ANNUAL FLOWER PLANTING PROGRAM (INCLUDES 2 PLANTINGS FOR THE 1ST YEAR (SPRING AND FALL) AND WINTER HAND-WATERING AS NEEDED. UNLESS OTHERWISE SPECIFIED, CONTRACTOR TO PROVIDE ANNUAL PLANTING SELECTION FOR REVIEW BY OWNER. IRRIGATION FOR PLANTERS TO BE ON SEPARATE ZONE(S). CONTRACTOR TO COORDINATE PLACEMENT OF NECESSARY SLEEVING PRIOR TO PLACEMENT OF PAVEMENT. 25. PRIOR TO THE PLACEMENT OF MULCH AND WEED FABRIC, A GRANULAR, PRE-EMERGENT, WEED CONTROL AGENT SHALL BE ADDED TO ALL PLANTING BEDS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION, EXCEPT AROUND ORNAMENTAL GRASSES. 26. THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND LOCAL SPECIFICATIONS FOR LANDSCAPE AND IRRIGATION. IN CASES OF DISCREPANCIES THE HIGHER OF THE TWO STANDARDS SHALL HAVE PRECEDENCE (SPECIFICATIONS AND DETAILS PROVIDED WITH THE PLANS VERSUS THE LOCAL MUNICIPALITY'S SPECIFICATIONS AND DETAILS). 27. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT LANDSCAPE, PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION OR DURING THE SPECIFIED MAINTENANCE PERIOD. CALL FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. 28. THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS. FIELD CONDITIONS IMMEDIATELY TO THE LANDSCAPE ARCHITECT, PRIOR TO CONTINUING WITH THAT PORTION OF WORK. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE 30. DO NOT DISTURB THE EXISTING PAVING, LIGHTING, LANDSCAPING, OR IRRIGATION THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON PLAN. 31. THE LANDSCAPE CONTRACTOR SHALL FURNISH A ONE YEAR MAINTENANCE AND WARRANTY PERIOD FROM THE DATE OF INITIAL ACCEPTANCE. 32. CONTRACTOR TO SUBMIT A SAMPLE FOR APPROVAL BY OWNER. NO FABRIC IS TO BE LEFT OVER THE TREE ROOTBALLS AND KEEP MULCH 4-6" AWAY FROM TREE TRUNKS. 33. COORDINATE INSTALLATION OF IRRIGATION SLEEVING PRIOR TO CURB AND PAVEMENT INSTALLATION. 34. PLANTERS ARE TO INCLUDE SOIL THAT IS FREE FROM DEBRIS. 35. ALL TREES SHALL BE A MINIMUM OF 9' FROM EXISTING WATER LINES AND/OR IRRIGATION MAINLINES WHEN POSSIBLE. 36. SOD BLEND SHALL BE REVEILLE AS SUPPLIED BY GRAFF'S TURF FARMS (1-[PHONE REDACTED]) (WWW.GRAFFSTURFFARMS.COM) OR APPROVED EQUAL. 37. PEDESTRIAN SIGHT: NO ITEMS WIDER THAN 18" MAY BE TALLER THAN 30" WITHIN THIS TRIANGLE. 38. CORNER SIGHT TRIANGLE: MUST BE FREE OF ALL ITEMS OVER 30" IN HEIGHT EXCEPT FOR TRAFFIC CONTROL DEVICES AND EQUIPMENT. 39. ROADWAY SIGHT TRIANGLE: NO ITEMS WIDER THAN 18" MAY BE TALLER THAN 30" WITHIN THIS TRIANGLE EXCEPT FOR STREET TREES AND TRAFFIC CONTROL DEVICES AND EQUIPMENT. LANDSCAPE NOTES (CONTINUED) REILLY JOHNSON ARCHITECTURE COPYRIGHT 2015 DRAWN DECEMBER 01, 2015 ISSUE SCHEMATIC DESIGN DD DOUGLAS, WYOMING DD CD L1.5 1. ALL UTILITIES INDICATED ON THE DRAWINGS REFLECT APPROXIMATE LOCATIONS. THE CONTRACTOR IS TO VERIFY EXACT LOCATIONS OF BOTH EXISTING AND PROPOSED UTILITIES PRIOR TO BEGINNING CONSTRUCTION OPERATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING UTILITIES, WALKWAYS OR OTHER EXISTING STRUCTURES AND IMPROVEMENTS THAT IS A RESULT OF HIS WORK. THE REPAIR OF SUCH DAMAGE WILL BE AT NO ADDITIONAL COST TO THE CITY. DOCUMENT ALL EXISTING DAMAGES PRIOR TO BEGINNING WORK. ANY DAMAGES NOT DOCUMENTED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 3. THE EXISTING CONDITIONS PLAN INDICATES THE APPROXIMATE LOCATIONS OF WORK ITEMS WHICH WILL BE REQUIRED AS PART OF THIS CONTRACT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE AND TO VERIFY THE QUANTITIES AND LOCATIONS OF ITEMS TO BE CLEANED UP AND REMOVED. 4. ALL USEABLE SALVAGED MATERIALS TO BE TURNED OVER TO THE OWNER'S REPRESENTATIVE UNLESS OTHERWISE INDICATED. 5. SALVAGE EXISTING IRRIGATION HEADS TO BE RELOCATED / REUSED AS INDICATED ON THE IRRIGATION PLAN. 6. SEE GENERAL CONDITIONS AND TECHNICAL SPECIFICATIONS FOR FURTHER INFORMATION AND REQUIREMENTS. 7. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE EXISTING TREES ON THE SITE FROM ANY DAMAGES DURING THE PROGRESS OF WORK. 8. THE CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SITE WHEN LEFT UNATTENDED. FENCES AND OR BARRICADES SHALL BE MAINTAINED ALONG THE LIMITS OF CONSTRUCTION. 9. KEEP THE PREMISES CLEAN AND ORDERLY DURING CONSTRUCTION. DISPOSE OF ALL REMOVED MATERIALS AT AN APPROVED DUMP SITE WITHIN 24 HOURS OF REMOVAL. STOCKPILING ON THE SITE WILL BE ALLOWED ONLY WITH APPROVAL FROM THE OWNER'S REPRESENTATIVE. SCHEDULE REMOVALS TO INSURE THAT NO PARTIALLY DISASSEMBLED EQUIPMENT'S LEFT ON SITE OVERNIGHT. REMOVE EXISTING PLAYGROUND SURFACING. FILL PLAY AREA WITH CUT MATERIAL AND MATCH PROPOSED GRADES ON GRADING PLAN. 10. ALL ADJACENT LANDSCAPE, UTILITIES, SIGNS AND HARDSCAPE SHALL REMAIN UNDISTURBED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE. DEMO NOTES 1. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINE AND THE PUBLIC RIGHTS-OF-WAY OF THE CITY AND COUNTY OF DENVER AS A RESULT OF THIS SITE DEVELOPMENT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 2. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. 3. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. 4. THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT ON PUBLIC RIGHT-OF WAYS. 5. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE IS PROHIBITED. 6. THE CLEANING OF CONCRETE TRUCK DELIVERY CHUTES IS PROHIBITED AT THE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO THE STORM SEWER SYSTEM IS PROHIBITED. 7. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. EROSION NOTES 1. THESE PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION OR PERMITTING UNLESS STATED FOR SUCH USE IN THE TITLE BLOCK. 2. DRAWINGS ARE INTENDED TO BE PRINTED ON 30 X 42 PAPER. PRINTING THESE DRAWINGS AT A DIFFERENT SIZE WILL IMPACT THE SCALE. VERIFY THE GRAPHIC SCALE BEFORE REFERENCING ANY MEASUREMENTS ON THESE SHEETS. THE RECIPIENT OF THESE DRAWINGS SHALL BE RESPONSIBLE FOR ANY ERRORS RESULTING FROM INCORRECT PRINTING, COPYING, OR ANY OTHER CHANGES THAT ALTER THE SCALE OF THE DRAWINGS. 3. VERIFY ALL PLAN DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE TO ADDRESS ANY QUESTIONS OR CLARIFY ANY DISCREPANCIES. 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 5. SUBMIT A CHANGE ORDER FOR APPROVAL FOR ANY CHANGES TO WORK SCOPE RESULTING FROM FIELD CONDITIONS OR DIRECTION BY OWNER'S REPRESENTATIVE WHICH REQUIRE ADDITIONAL COST TO THE OWNER PRIOR TO PERFORMANCE OF WORK. 6. THE CONTRACTOR SHALL PROVIDE A STAKED LAYOUT OF ALL SITE IMPROVEMENTS FOR INSPECTION BY THE OWNER'S REPRESENTATIVE AND MAKE MODIFICATIONS AS REQUIRED. ALL LAYOUT INFORMATION IS AVAILABLE IN DIGITAL FORMAT FOR USE BY THE CONTRACTOR. 7. IF A GEOTECHNICAL SOILS REPORT IS NOT AVAILABLE AT THE TIME OF CONSTRUCTION, NORRIS DESIGN RECOMMENDS A REPORT BE AUTHORIZED BY THE OWNER AND THAT ALL RECOMMENDATIONS OF THE REPORT ARE FOLLOWED DURING CONSTRUCTION. THE CONTRACTOR SHALL USE THESE CONTRACT DOCUMENTS AS A BASIS FOR THE BID. IF THE OWNER ELECTS TO PROVIDE A GEOTECHNICAL REPORT, THE CONTRACTOR SHALL REVIEW THE REPORT AND SUBMIT AN APPROPRIATE CHANGE ORDER TO THE OWNER'S REPRESENTATIVE IF ADDITIONAL COSTS ARE REQUESTED. 8. CONTRACTOR SHALL CONFIRM THAT SITE CONDITIONS ARE SIMILAR TO THE PLANS, WITHIN TOLERANCES STATED IN THE CONTRACT DOCUMENTS, AND SATISFACTORY TO THE CONTRACTOR PRIOR TO START OF WORK. SHOULD SITE CONDITIONS BE DIFFERENT THAN REPRESENTED ON THE PLANS OR UNSATISFACTORY TO THE CONTRACTOR, THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND FURTHER DIRECTION. 9. CONTRACTOR IS RESPONSIBLE TO PAY FOR, AND OBTAIN, ANY REQUIRED APPLICATIONS, PERMITTING, LICENSES, INSPECTIONS AND METERS ASSOCIATED WITH WORK. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO ANY VIOLATIONS OR NON-CONFORMANCE WITH THE PLANS, SPECIFICATIONS, CONTRACT DOCUMENTS, JURISDICTIONAL CODES, AND REGULATORY AGENCIES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY LOCATES PRIOR TO ANY EXCAVATION. REFER TO ENGINEERING UTILITY PLANS FOR ALL PROPOSED UTILITY LOCATIONS AND DETAILS. NOTIFY OWNER'S REPRESENTATIVE IF EXISTING OR PROPOSED UTILITIES INTERFERE WITH THE ABILITY TO PERFORM WORK. 12. UNLESS IDENTIFIED ON THE PLANS FOR DEMOLITION OR REMOVAL, THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT OR EXISTING LANDSCAPE, ADJACENT OR EXISTING PAVING, OR ANY PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION, ESTABLISHMENT OR DURING THE SPECIFIED MAINTENANCE PERIOD. ALL DAMAGES SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOGGING ANY DAMAGES PRIOR TO START OF CONSTRUCTION AND DURING THE CONTRACT PERIOD. 13. ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE THESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ANY DISTURBANCE OUTSIDE OF THE LIMITS OF WORK. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN TO THE APPROPRIATE JURISDICTIONAL AGENCIES AND THE OWNER'S REPRESENTATIVE IF THEIR WORK AND OPERATIONS AFFECT OR IMPACT THE PUBLIC RIGHTS-OF-WAY. OBTAIN APPROVAL PRIOR TO ANY WORK WHICH AFFECTS OR IMPACTS THE PUBLIC RIGHTS-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THIS REQUIREMENT DURING THE CONTRACT PERIOD. 16. SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY EQUIPMENT, CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER VISUAL OBSTACLE DURING THE CONTRACT PERIOD AND AT MATURITY OF PLANTS PER LOCAL JURISDICTIONAL REQUIREMENTS. NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED ADJACENT TO FIRE HYDRANTS AS STIPULATED BY JURISDICTIONAL REQUIREMENTS. 17. COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH OWNER'S REPRESENTATIVE. 18. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SAFETY FENCING AND BARRIERS AROUND ALL IMPROVEMENTS SUCH AS WALLS, PLAY STRUCTURES, EXCAVATIONS, ETC. ASSOCIATED WITH THEIR WORK UNTIL SUCH FACILITIES ARE COMPLETELY INSTALLED PER THE PLANS, SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THEIR MATERIAL STOCK PILES AND WORK FROM VANDALISM, EROSION OR UNINTENDED DISTURBANCE DURING THE CONSTRUCTION PERIOD AND UNTIL FINAL ACCEPTANCE IS ISSUED. 20. THE CONTRACTOR SHALL KNOW, UNDERSTAND AND ABIDE BY ANY STORM WATER POLLUTION PREVENTION PLAN ASSOCIATED WITH THE SITE. IF A STORM WATER POLLUTION PREVENTION PLAN IS NOT PROVIDED BY THE OWNER'S REPRESENTATIVE, REQUEST A COPY BEFORE PERFORMANCE OF ANY SITE WORK. 21. MAINTAIN ANY STORM WATER MANAGEMENT FACILITIES THAT EXIST ON SITE FOR FULL FUNCTIONALITY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ANY NEW STORM WATER MANAGEMENT FACILITIES THAT ARE IDENTIFIED IN THE SCOPE OF WORK TO FULL FUNCTIONALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER FOR FAILURE TO MAINTAIN STORM WATER MANAGEMENT FACILITIES DURING THE CONTRACT PERIOD. 22. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM EXITING THE SITE OR ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE REQUIREMENTS DURING THEIR CONTRACTED COURSE OF WORK. 23. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT ANY IMPACTS TO ADJACENT WATERWAYS, WETLANDS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS RESULTING FROM WORK DONE AS PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE STANDARDS DURING THEIR CONTRACTED COURSE OF WORK. 24. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CONSTRUCTION MATERIAL IMPORTED TO OR EXPORTED FROM THE PROJECT SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL DURING TRANSPORT. TRANSPORTATION METHODS ON PUBLIC RIGHT-OF WAYS SHALL CONFORM TO JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING TO THESE REQUIREMENTS. 25. THE CLEANING OF EQUIPMENT IS PROHIBITED AT THE JOB SITE UNLESS AUTHORIZED BY THE OWNER'S REPRESENTATIVE IN A DESIGNATED AREA. THE DISCHARGE OF WATER, WASTE CONCRETE, POLLUTANTS, OR OTHER MATERIALS SHALL ONLY OCCUR IN AREAS DESIGNED FOR SUCH USE AND APPROVED BY THE OWNER'S REPRESENTATIVE. 26. THE CLEANING OF CONCRETE EQUIPMENT IS PROHIBITED AT THE JOB SITE EXCEPT IN DESIGNATED CONCRETE WASHOUT AREAS. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE IN THE STORM SEWER IS PROHIBITED. 27. OPEN SPACE SWALES: IF SWALES ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE CONVEYANCE OF WATER WITHIN THE SWALES DURING THE CONTRACT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DIVERSION OR PUMPING OF WATER IF REQUIRED TO COMPLETE WORK. ANY SWALES DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. IF THE SWALE NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE. 28. DETENTION AND WATER QUALITY PONDS: IF DETENTION PONDS AND WATER QUALITY PONDS ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE PONDS, DRAINAGE STRUCTURES AND SPILLWAYS DURING CONSTRUCTION. ALL PONDS, DRAINAGE STRUCTURES AND SPILLWAYS SHALL BE MAINTAINED IN OPERABLE CONDITIONS AT ALL TIMES. ANY POND OR SPILLWAY AREAS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. IF THE POND NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE. 29. MAINTENANCE ACCESS BENCHES: IF MAINTENANCE BENCHES OR ACCESS ROADS EXIST ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE BENCHES OR ACCESS ROADS DURING CONSTRUCTION. ANY BENCHES OR ACCESS ROADS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING BENCHES AND ACCESS ROADS DURING THE CONSTRUCTION PERIOD. IF ACCESS NEEDS TO BE BLOCKED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INTERRUPTION OF ACCESS. 30. LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONS OR PROCEDURES SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONS WHEN MORE STRINGENT. NOTIFY THE OWNER'S REPRESENTATIVE IF CONFLICTS OCCUR. 1. THE CONTRACTOR IS TO REVIEW, UNDERSTAND AND ADHERE TO SPOT ELEVATIONS AND CONTOURS AS INDICATED ON THE GRADING PLAN UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL VERIFY THAT ALL MINIMUM AND MAXIMUM SLOPES IDENTIFIED ON THE PLANS ARE ACHIEVABLE IN THE FIELD PRIOR TO START OF WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL STAKING NECESSARY TO COMPLETE THE WORK. THIS SHALL INCLUDE ANY RE-STAKING IF NECESSARY. THE CONTRACTOR SHALL PAY FOR ALL STAKING FOR THE PROJECT UNLESS SPECIFICALLY AGREED TO OTHERWISE IN THE CONTRACT DOCUMENTS. 3. ALL AREAS SHALL BE GRADED TO ACHIEVE POSITIVE DRAINAGE. MINIMUM SLOPE ON LANDSCAPED AREAS SHALL BE MAXIMUM SLOPE SHALL BE 25% (4:1) UNLESS OTHERWISE INDICATED ON THE PLANS. 4. MAXIMUM ALLOWED FINAL GRADES FOR LONGITUDINAL SLOPE ON WALKS AND PAVED AREAS SHALL BE 5% UNLESS OTHERWISE INDICATED ON THE PLANS. 5. ALL FINAL GRADES FOR WALKS SHALL HAVE A MINIMUM 1% CROSS SLOPE AND MAXIMUM 2% CROSS SLOPE UNLESS OTHERWISE INDICATED ON THE PLANS. 6. EXCAVATION INCLUDES ALL MATERIAL ENCOUNTERED TO WHATEVER DEPTH INDICATED ON THE PLANS. EXCAVATE TO ALLOW FOR PROPER FILL MATERIAL, SLABS, VOIDS, FORMS, AND FOUNDATIONS. 7. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING GRADING AND EXCAVATION INCLUDING GUIDELINES AND RESTRICTIONS FOR EARTHWORK AND PLACING OF PAVEMENT AND LANDSCAPE SURFACING FOR THIS PROJECT. 8. CONTRACTOR SHALL ENSURE EXISTING GRADES ARE WITHIN OF A FOOT PRIOR TO START OF WORK. 9. CONTRACTOR SHALL ENSURE THEIR COMPLETED GRADES ARE WITHIN 1/8" OF A FOOT WHEN COMPLETED WITH WORK. GRADING NOTES 1. WRITTEN DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. SHOULD SITE CONDITIONS BE DIFFERENT THAN WHAT IS INDICATED ON THE DRAWINGS CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION. 3. CURVED WALKS AND CURB EDGES ARE INTENDED TO BE CONSTRUCTED WITH SMOOTH FLOWING CURVES. ANYTHING OTHER THAN SMOOTH FLOWING CURVES WILL BE REJECTED. 4. THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK. 5. THE CONTRACTOR SHALL PROVIDE A STAKED LAYOUT OF ALL SITE IMPROVEMENTS FOR INSPECTION BY THE OWNER'S REPRESENTATIVE AND MAKE MODIFICATIONS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR SHALL INSTALL SLEEVING FOR IRRIGATION IMPROVEMENTS PRIOR TO INSTALLING CONCRETE FLATWORK. REFER TO IRRIGATION PLANS. 7. LAYOUT WALKS, SCORE JOINTS AND PAVING PATTERNS AS CLOSELY AS POSSIBLE TO PLANS, DETAILS, AND SPECIFICATIONS. DO NOT DEVIATE FROM PLANS UNLESS SPECIFIC APPROVAL IS OBTAINED FROM THE OWNER'S REPRESENTATIVE. 8. ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE THESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE OBTAINED FROM THE LANDSCAPE ARCHITECT PRIOR TO ANY DISTURBANCE OUTSIDE OF THE LIMITS OF WORK. SEE TECHNICAL SPECIFICATIONS. 9. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY FENCING AROUND ALL PLAY STRUCTURES UNTIL PROPER FALL SURFACE IS COMPLETELY INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. CONTRACTOR IS RESPONSIBLE FOR SUPERVISING ALL SAFETY SURFACING AND PAVEMENT DURING THE CURING PROCESS. LAYOUT NOTES GENERAL NOTES GENERAL NOTES (CONTINUED) ---PAGE BREAK--- Know what's R 2' MIN. SOIL 2'-6" MIN 2'-6" MIN APPROXIMATELY 9'-0" AT WIDEST SECTION - RE: PLANS 6" DEPTH ROCK MULCH 18" FROM CURB CUTS 18" TYP 6" MIN. 6" MIN. 3"-12" RE: CIVIL VARIES, 6" MIN. 3" PLAN VIEW - THREE STAKES 2X 120° 120° 1 2 3 4 5 6 7 8 9 10 11 12 14 13 PRUNING NOTES: 1. ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS. 2. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKING NOTES: 1. STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON. 1.1 1-1 2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W. SIDE) 1.2 1-1 2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR PREVAILING WIND SIDE AND 180° FROM THAT SIDE) 1.3 3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM 2. WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1-1 2" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE. PLACE MIN. 1 2" PVC PIPE AROUND EACH WIRE. EXPOSED WIRE SHALL BE MAX. 2" EACH SIDE 6 FT. UNTREATED WOOD POST (MIN. 1.5" DIAMETER). ALL SHALL BE DRIVEN OUTSIDE ROOTBALL AND IN UNDISTURBED SOIL. TREE WRAP TO BE INSTALLED ONLY FROM OCTOBER 1 THROUGH APRIL 30. (DECIDUOUS ONLY) PLANT TREE SO THAT FIRST ORDER MAJOR ROOT IS 1"-2" ABOVE FINAL GRADE. 3" DEEP MULCH RING PLACED A MINIMUM OF 4 FT. IN DIAMETER. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK (FINISHED GRADE REFERENCES TOP OF MULCH). 1:1 SLOPE ON SIDES OF PLANTING HOLE. REMOVE ALL TWINE, ROPE, BURLAP AND WIRE FROM ENTIRE ROOT BALL AND TRUNK GROMMETED NYLON STRAPS GALVANIZED WIRE, MIN. 12 GAUGE CABLE - TWIST WIRE ONLY TO KEEP FROM SLIPPING. 4-6" HIGH WATER SAUCER IN NON-TURF AREAS. BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20% (BY VOLUME) ORGANIC MATERIAL. WATER THOROUGHLY WHEN BACKFILLING 2 FT. STEEL T-POST. ALL SHALL BE DRIVEN BELOW GRADE AND OUTSIDE ROOTBALL IN UNDISTURBED SOIL. PLACE SOIL AROUND ROOT BALL FIRMLY, DO NOT COMPACT OR TAMP. SETTLE SOIL WITH WATER TO FILL ALL AIR POCKETS. PLACE ROOT BALL ON UNDISTURBED SOIL TO PREVENT SETTLEMENT. TYPICAL TREE PLANTING SCALE: 3/16" = 1'-0" SPECIFIED MULCH AMENDED SOIL IN PLANTING BED PER SPECIFICATIONS. TILL SOIL TO A DEPTH OF EIGHT INCHES. FINISH GRADE (TOP OF MULCH) TYPICAL SHRUB PLANTING SCALE: 1-1/2" = 1'-0" SET SHRUB ROOT-BALL 1" HIGHER THAN FINISH BED GRADE 2X CONTAINER WIDTH PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING 1 2 3 NOTE: 1. BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED 2. CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT FROM ITS CONTAINER 3. ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE FINISH GRADE OF THE MULCH LAYER 4. DIG PLANT PIT TWICE AS WIDE AND HIGH AS THE CONTAINER SMOOTH CAP TO SIT ON ROUGH STONE TO MATCH BUILDING FOOTER - REFER TO STRUCTURAL ORNAMENTAL GRASSES ROUGH STONE WALL RIVER ROCK WEEP HOLE COURTYARD SEAT WALL PLANTER SCALE: 1/2" = 1'-0" 16" 24" 12" 24" 24" 2 1 3 4 5 6 7 WATER DRAINS TO DETENTION AREA, REFER TO CIVIL FREESTANDING CONCRETE WALL GABION WALL TO BE FILLED WITH 4-8" ASPHALT RUBBLE FROM ON-SITE DEMOLITION, OR APPROVED EQUAL TREES, REFER TO LANDSCAPE PLAN 6" DEPTH COMPACTED ROAD BASE STORMWATER COLLECTS IN SWALE BEFORE DRAINING TO LOWER TIER, 8" MAX. PONDING DEPTH, REFER TO CIVIL 12" RIPRAP, REFER TO LANDSCAPE MATERIAL SCHEDULE NOTE: NATIVE SOIL/COMPOST MIX SHALL HAVE INFILTRATION LIMITED TO LESS THAN 2.4 IN/HR TIERED WATER REMEDIATION GARDEN SCALE: 1/4" = 1'-0" 2 3 4 5 6 1 3'-0" 10'-0" 3'-0" 7 TRENCH DRAIN NTS MANUFACTURER: MODEL: COLOR/FINISH: MATERIAL: CONTACT: URBAN ACCESSORIES VIPER, 4.84" x 19.68" RAW NATURAL FINISH 100% RECYCLED IRON WWW.URBANACCESSORIES.COM *OR APPROVED EQUAL REILLY JOHNSON ARCHITECTURE COPYRIGHT 2015 DRAWN DECEMBER 01, 2015 ISSUE SCHEMATIC DESIGN DD DOUGLAS, WYOMING DD CD SANDSTONE SLAB SCALE: 1/2" = 1'-0" SANDSTONE SLABS APPROX. 18" WIDE X 6'-0" LONG X 18" THICK OR 18" WIDE X 2' LONG X 18" THICK. REFER TO LANDSCAPE PLAN FOR QUANTITIES. ALL SIDES SHALL HAVE A NATURAL BROKEN FACE. CONTACT OWNER'S REPRESENTATIVE TO SELECT STONES. TOP FACE SHALL BE SET AS LEVEL AS POSSIBLE. SET STONE PRIOR TO POURING CONCRETE. 4" DEPTH COMPACTED ROAD BASE ADJACENT SURFACE - REFER TO LANDSCAPE PLAN 18" 4" 22" REFER TO PLAN APPROX. 18" 1 NATURAL FACE 2 3 1 3 3 COMPACTED SUBGRADE HANOVER CONCRETE PAVERS COLD JOINT ALTERNATE EXPOXY DOWL AT 2'-0" O.C. C.I.P. CONCRETE SLAB, BY OTHERS. 1 2 4 1 CONCRETE PAVERS SCALE: 1-1/2" = 1'-0" 2 WIDTH VARIES - RE: PLANS 5 6 5 4 6 NOTE: PAVERS TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS L1.6 ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- PSA MONITOR PSA MONITOR VEND. 30x36 REF. PSA MONITOR 30x36 REF. STACK W / D 30x36 REF. K-430KING STON C_T OILETS VITREOU S CHINA K-430KING STO N C_ TOILET S VITR EOU S CH IN A K-430KING STO N C_ TOILET S VITR EOU S CH IN A 1 4 5 6 7 8 R S 10 11 9 12 12 13 13 17 18 19 21 21 20 22 23 24 25 26 26 28 29 29 30 30 J K L Q I H H G E D C Z Y AA CC EE EE BB HH KK SERGEANT'S OFFICE P102 OFFICE P103 OFFICE P104 OFFICE P105 LIEUTENANT'S OFFICE P106 CONFERENCE P122 OFFICE P121 SERGEANT'S OFFICE P119 INVESTIGATOR'S OFFICE P120 SERGEANT'S OFFICE P118 STORAGE P117 ARMORY P116 CHIEF'S OFFICE P108 LIEUTENANT'S OFFICE P107 CORRIDOR P101 CORRIDOR A131 FITNESS A137 WOMEN'S LOCKER ROOM A136 MEN'S LOCKER ROOM A134 RANGE MASTER/STORAGE R104 WEAPONS MAINTENANCE R103 I.T. ROOM A133 CORRIDOR A132 VESTIBULE R102 BREAK/GALLEY A128 SQUAD ROOM P115 ADMIN. ASSISTANT P109 JUVENILE DIVERSION P110 SUPPLIES / RECORDS P111 CLERK P112 CORRIDOR A129 INTERVIEW P114 ELECTRICAL A130 SHERIFF EVIDENCE VAULT S125 BAG & TAG S124 POLICE EVIDENCE VAULT P123 BAG & TAG P124 CORRIDOR A102 STORAGE A127 STORAGE A126 TRAINING A125 JANITOR A135 STORAGE A138 INTERVIEW A103 OBSERVATION A110 OBSERVATION A109 INTERVIEW A104 INTERVIEW A105 INTERVIEW A106 OBSERVATION A107 OBSERVATION CORRIDOR A111 OBSERVATION A108 GROUNDS A117 MECHANICAL A116A MAINTENANCE OFFICE A118 MECHANICAL A116B CORRIDOR A115 JANITOR OFFICE A114 I.T. OFFICE A113 STORAGE A112 CORRIDOR A121 MEN'S A122 WOMEN'S A123 SQUAD ROOM S117 SERGEANT'S WORKROOM S116 INVESTIGATOR'S OFFICE S122 FOUND PROPERTY S123 EMERGENCY ELECTRICAL A120A ARMORY S118 FILES S120B WAITING S101 ? ? PRINT/COPY S103 STORAGE S104 UNDER-SHERIFF'S OFFICE S114 I.T. EQUIPMENT A147 LIEUTENANT'S OFFICE S113 QUARTERMASTER EQUIPMENT S106 SERGEANT'S OFFICE S112 SERGEANT'S OFFICE S111 DEPUTY'S OFFICE S110 DEPUTY'S OFFICE S109 CONFERENCE S108 RECORDS S107 P FIREARMS RANGE R101 CORRIDOR A124 ELECTRICAL A120B INVESTIGATOR'S WORKROOM S120A SHERIFF'S OFFICE S115 VESTIBULE S119 CORRIDOR S105 CORRIDOR S105 CORRIDOR S105 CORRIDOR S105 ADMIN. ASSISTANT S129 CIVIL S126 DEPUTY S127 DEPUTY S128 CORRIDOR A124 CORRIDOR P101 CORRIDOR P101 18' - 9" 16' - 5" 24' - 10" 24' - 10" 18' - 7" 5' - 9" 35' - 9" 21' - 0" 104' - 4" 3' - 6" 15' - 5" 16' - 9" 18' - 0" 16' - 9" 13' - 8" 23' - 0" 32' - 7" 34' - 11" 1' - 10" 11' - 7" 9' - 3" 8' - 10" 9' - 0" 9' - 9" 18' - 8" 24' - 10" 32' - 6" 38' - 5" 11' - 6 13/16" 50' - 0" 14' - 0" 9' - 0" 2' - 0" 4' - 8" 20' - 0" 14' - 8" 35' - 8" 4' - 4 1/2" 4' - 4 1/2" 37' - 8" 9' - 4" 5' - 4" 17' - 3" 21' - 0" 30' - 5" 26' - 9" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 30' - 0" 16' - 0" 10' - 4" 13' - 3" AREA A AREA B AREA B AREA C AREA C AREA D AREA D AREA E AREA F AREA B VEHICLE SALLYPORT D157 DRE/JUV. NEG. AIR HOLDING B122 HOLDING CELL B121 HOLDING CELL B120 INTAKE B119 INMATE RESTROOM B117 STAFF RESTROOM B118 BULK PROPERTY B116 SALLYPORT D156 HOLDING CELL B123 JANITOR B126 STAFF RESTROOM B125 RECORDS B124 BOOKING B104 SAFETY CELL B113 INMATE RESTROOM B114 PROPERTY STORAGE B115 DRESS-IN B112 LINENS B111 MEDICAL B107 MEDICAL STORAGE B108 INTERVIEW B109 BREAKROOM B110 MEN'S L105 VIDEO VISITING L110 PRIVATE L111 SALLYPORT B103 FINGERPRINT B101 VESTIBULE B102 SALLYPORT D101 VISIT PUBLIC B105 VISIT INMATE B106 SLEEPING D104 ELECTRICAL D115 RESTROOM D105 DAYROOM D103 DAYROOM D106 RESTROOM D108 GENERAL STORAGE D114 SLEEPING D107 OFFICE D110 OFFICE D111 JANITOR/STORAGE D113 CORRIDOR D112 DRYERS D116A LAUNDRY D116 SALLYPORT D118 STORAGE D117 SECURITY ELECTRONICS D131 SHWR. 'B1' D134 CELL 'B2' D133 CELL 'B1' D132 SHWR. 'C1' D136 CELL 'C1' D137 CELL 'C2' D138 CELL 'D2' D142 CELL 'D1' D141 SHWR. 'D1' D140 JJ 14 EXTERIOR VESTIBULE L168 VESTIBULE L101 LOBBY L103 WAITING P113 CORRIDOR L104 SAFE ROOM L102 DISPATCH MANAGER'S OFFICE A140 STORAGE A141 QUIET ROOM A142 DISPATCH A139 BREAKROOM A143 STORAGE A145 DISPATCH EQUIPMENT A146 JANITOR L107 WOMEN'S L106 VESTIBULE L108 WAITING L109 CORRIDOR L104 CORRIDOR D102 CORRIDOR D109 JAN. D119 CELL 'A4' D128 CELL 'A3' D127 CELL 'A2' D126 CELL 'A1' D125 JANITOR D120 SHWR. 'A1' D124 CORRIDOR D119 CELL 'F4' D153 CELL 'F3' D152 CELL 'F2' D151 CELL 'F1' D150 KITCHEN D158 MULTIPURPOSE ROOM D144 CORRIDOR D119 SHWR. 'E1' D148 POD DAYROOM D123 POD DAYROOM D130 POD DAYROOM D135 POD DAYROOM D139 WARE WASH D164 OFFICE D159 JAN. D160 SALLYPORT D161 TOILET D162 DRY STORAGE D163 DETERGENTS D165 FRZR. D166 COOLER D167 CELL 'E2' D147 CELL 'E1' D146 POD DAYROOM D145 KITCHEN D158 POD DAYROOM D149 SHWR. 'F1' D154 STAIRS D155 SALLYPORT D122 STORAGE A144 CONTROL D121 2 3 16 31 31 32 33 33 34 35 35 36 37 37 A B F M N O DD DD T U V W FF FF FF.1 GG LL MM NN 18' - 0" 32' - 4 1/8" 17' - 11 1/2" 25' - 8 1/2" 6' - 3 1/2" 12' - 0 1/2" 12' - 7 1/2" 26' - 5 13/16" 17' - 7" 27' - 4" 4' - 0" 15 II 20' - 5 3/16" 31' - 6" 23' - 10" 27 14' - 6" ROOF ACCESS A148 OO 32.1 PP X 2' - 0" 5' - 4" 7' - 3 1/2" 18' - 4" 26' - 0" 17' - 8" 14' - 0" 9' - 0" VESTIBULE L112 STAFF TOILET S130 INVESTIGATOR'S OFFICE S121 GROUNDS STORAGE D165 A B C D E F PROJECT DATE: DRAWN BY: 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] 12/1/2015 4:32:26 PM G:\PROJECTS\1939 Converse Co Joint Justice Center\DRAWINGS\REVIT\1939 Converse County Joint Justice Center_ARCH_nzimmerman.rvt OVERALL FLOOR PLAN A2.1 CM BOARD OF COUNTY COMMISSIONERS 1201 MESA DRIVE, DOUGLAS, WY 82633 CONVERSE COUNTY JOINT JUSTICE CENTER 1939 12/1/15 95% CONSTRUCTION DOCUMENTS No. Revision Description Date 1/16" = 1'-0" A2.1 1 OVERALL FLOOR PLAN NORTH KEY PLAN ---PAGE BREAK--- K-430KINGSTO N C_T OILETS VITREOUS CHINA K-430KING STO N C_ TOILET S VITR EOU S CH INA K-430KING STO N C_ TOILET S VITR EOU S CH INA REF. REF. REF. 1 4 5 6 7 8 R S 10 11 9 12 12 13 13 17 18 19 21 21 20 22 23 24 25 J K L Q I H H G E D C Z AA CC EE EE BB SERGEANTS'S OFFICE P102 OFFICE P103 OFFICE P104 OFFICE P105 LIEUTENANT'S OFFICE P106 LIEUTENANT'S OFFICE P107 CHIEF'S OFFICE P108 ADMIN. ASSISTANT P109 JUVENILE DIVERSION P110 SUPPLIES / RECORDS P111 CLERK P112 CORRIDOR A129 ELECTRICAL A130 INTERVIEW P114 SQUAD ROOM P115 CORRIDOR P101 ARMORY P116 STORAGE P117 SERGEANT'S OFFICE P118 SERGEANT'S OFFICE P119 INVESTIGATOR'S OFFICE P120 OFFICE P121 CONFERENCE P122 FITNESS A137 WOMEN'S LOCKER ROOM A136 JANITOR A135 STORAGE A138 MEN'S LOCKER ROOM A134 RANGE MASTER/STORAGE R104 VESTIBULE R102 WEAPONS MAINTENANCE R103 I.T. ROOM A133 CORRIDOR A132 SHERIFF EVIDENCE VAULT S125 BREAK/GALLEY A128 STORAGE A127 1232 SF TRAINING A125 STORAGE A126 BAG & TAG S124 POLICE EVIDENCE VAULT P123 BAG & TAG P124 CORRIDOR A102 INTERVIEW A103 INTERVIEW A104 INTERVIEW A105 INTERVIEW A106 OBSERVATION A107 OBSERVATION A108 OBSERVATION A109 OBSERVATION A110 GROUNDS A117 OBSERVATION CORRIDOR A111 STORAGE A112 I.T. OFFICE A113 MECHANICAL A116 MAINTENANCE STORAGE A119 MAINTENANCE OFFICE A118 JANITOR OFFICE A114 CORRIDOR A121 MEN'S A122 WOMEN'S A123 ARMORY S118 EMERGENCY ELECTRICAL A120A CORRIDOR A115 INVESTIGATOR'S OFFICE S122 FOUND PROPERTY S123 FILES S120B SQUAD ROOM S117 SERGEANT'S WORKROOM S116 RECEPTION S102 WAITING S101 PRINT/COPY S103 DEPUTY'S OFFICE S109 CONFERENCE S108 P P FIREARMS RANGE R101 CORRIDOR A131 CORRIDOR P101 CORRIDOR P101 CORRIDOR A124 35' - 9" 21' - 5" 18' - 9" 16' - 5" 24' - 10" 24' - 10" 18' - 7" 5' - 9" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 30' - 0" 16' - 0" 10' - 4" 13' - 3" 18' - 0" 13' - 8" 23' - 0" 32' - 7" 34' - 11" 1' - 10" 11' - 7" 9' - 3" 8' - 10" 9' - 0" 9' - 9" 18' - 8" 24' - 10" 32' - 6" 30' - 5" 21' - 0" 17' - 3" 38' - 5" 17' - 3" CORRIDOR S105 ELECTRICAL A120B 14 6' - 5" 15' - 5 3/4" 5' - 6 1/4" 15' - 0" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 8' - 5" 10' - 4" 16' - 5" 12' - 6" 12' - 4" 12' - 6" 12' - 4" 12' - 6" 12' - 1" 103' - 8" 2' - 0" 153.43° 153.43° 56.00° 17' - 2 1/2" 10" 8' - 11" 1' - 2" 6' - 3 1/2" 8' - 0 5/8" 8' - 0 3/8" 17' - 0" 13' - 8 7/8" 7' - 8" 5' - 6 5/8" 4' - 4 5/16"3' - 0" 18' - 2 1/2" 18' - 10 5/8" 2' - 7 3/4" DISPATCH A139 QUIET ROOM A142 STORAGE A141 DISPATCH MANAGER'S OFFICE A140 BREAKROOM A143 STORAGE A144 LOBBY L103 SAFE ROOM L102 VESTIBULE L101 EXTERIOR VESTIBULE L168 STORAGE S104 CORRIDOR L104 ADMIN. ASSISTANT S129 CIVIL S126 DEPUTY S127 DEPUTY S128 DISPATCH EQUIPMENT A146 STORAGE A145 INVESTIGATOR'S WORKROOM S120A VESTIBULE S119 SHERIFF'S OFFICE S115 CORRIDOR S105 I.T. EQUIPMENT A147 QUARTERMASTER EQUIPMENT S106 RECORDS S107 UNDER-SHERIFF'S OFFICE S114 LIEUTENANT'S OFFICE S113 SERGEANT'S OFFICE S112 SERGEANT'S OFFICE S111 DEPUTY'S OFFICE S110 CORRIDOR S105 WAITING L109 VESTIBULE L108 MEN'S L105 WOMEN'S L106 JANITOR L107 CORRIDOR A124 19' - 4" 10' - 6" 7' - 9" 11' - 7" 5' - 0" 18' - 4 5/8" 135.00° 9' - 7" 8' - 10" 9' - 0" 9' - 8" 7' - 10" 135.00° 26' - 4" 12' - 4 5/8" 6' - 4 3/8" 9' - 2 5/8" 8' - 0 5/8" 13' - 5 3/8" 4' - 7" 12' - 7" 5' - 4" 10' - 6" 22' - 3 3/8" 11' - 10 5/8" 5' - 6" 9' - 5" 10" 10' - 5" 10' - 5" 10' - 8" 10' - 5" 9' - 11" 15' - 0" 6' - 3" 13' - 2 5/8" 3' - 4 3/8" 5' - 3 5/8"5' - 3 3/8" 5' - 3" 14' - 6" 6' - 9" 6' - 5" 5' - 7 5/8" 10' - 6 3/8" 15' - 11" 5' - 4" 7' - 5 3/8" 11 5/8" 13' - 5" 2' - 4" 5' - 4" 14' - 6" 10' - 6" 5' - 6" 8' - 3" 22' - 9" 10' - 3" 9' - 9" 7' - 4" 1' - 2" 2 3 16 A B F M N O T U V W 27' - 4" 4' - 0" 104' - 4" 3' - 6" 15' - 5" 16' - 9" 18' - 0" 16' - 9" 14' - 6" 17' - 7" 15 20' - 7" 31' - 6" 23' - 10" 3" 3" 30' - 6" 25' - 0" 34' - 7" 5' - 7" 8' - 0" 8' - 0" 2 3/8" 3 5/8" 6' - 5" 1" 5" 5" 1" 3' - 2" 21' - 5" 56.00° 3" 3" 3" 3" 4 3/16" 4 1/4" 12' - 5" 8' - 9" 83' - 6 5/8" 83' - 6 5/8" 3" 3" 2 3/8" 3 5/8" 3' - 4" 10' - 4" 9' - 5" 9' - 5" 24' - 6" 10" 4' - 4" 5' - 6" 5' - 10" 12' - 5" 36' - 6" 11' - 10" 28' - 2" 3' - 4" 7' - 4" 10' - 5" 2' - 3 5/8" 12' - 5" 3' - 3 3/8" 4' - 10" 2' - 8" 3' - 2" 33' - 4" 31' - 0 7/8" 7' - 8" 6' - 6" 3' - 4" 3' - 0" 3' - 5" 45.00° 135.00° 7' - 3" 3' - 4" 3' - 6" 5' - 7" 10' - 8" 8' - 2" 13' - 5 1/2" AREA A AREA B AREA A AREA F AREA C AREA B AREA C AREA D AREA C AREA D AREA C 3' - 9 5/8" 6' - 4" 6' - 4" 3' - 10" 2' - 8" 2' - 8" 45.00° 45.00° 9' - 0" 9' - 0" 5' - 3" 5' - 3" ROOF ACCESS A148 2' - 9" 3' - 2" 2' - 7" 10' - 10" 4' - 8" 15' - 0" 19' - 2" 2' - 0" 8' - 6" 5' - 8" 13' - 6" 9' - 9 3/4" 9' - 7 3/4" 5' - 7 1/8" 5' - 7 1/8" 1' - 9 5/8" 8" 4' - 0" 22' - 0" 4' - 0" 9' - 0" 36' - 1" 5' - 6" 8' - 3" 8' - 6" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 5' - 6" 21' - 2" 3" 10' - 0" 7' - 2 3/8" 3' - 2 5/8" 1' - 8" 15' - 10" 26' - 5" 5' - 5" 6' - 1" 7' - 2" 12' - 5" 7' - 7" X 2' - 10 3/8" ROOF ACCESS STAIR A160 VESTIBULE L112 STAFF TOILET S130 9' - 0" A B C D E F ALL WALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UNLESS NOTED OTHERWISE. EXTERIOR DOOR AND WINDOW DIMENSIONS ARE ROUGH OPENINGS. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING OF THE WINDOW UNITS DURING LAYOUT. INTERIOR DOOR AND WINDOW DIMENSIONS ARE TO OUTSIDE FACE OF FRAME. BOLD, ITALIC DIMENSIONS INDICATE DIMENSIONS CALLED OUT FROM FINISH FACE TO FINISH FACE. 1. 2. DIMENSIONS PLAN GENERAL NOTES: PROJECT DATE: DRAWN BY: 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] 11/9/2015 9:30:11 AM G:\PROJECTS\1939 Converse Co Joint Justice Center\DRAWINGS\REVIT\1939 Converse County Joint Justice Center_ARCH_nzimmerman.rvt ENLARGED DIMENSION PLAN - AREA A, B, C A2.2 CM BOARD OF COUNTY COMMISSIONERS 1201 MESA DRIVE, DOUGLAS, WY 82633 CONVERSE COUNTY JOINT JUSTICE CENTER 1939 12/1/15 90% CONSTRUCTION DOCUMENTS No. Revision Description Date 3/32" = 1'-0" A2.2 1 ENLARGED FLOOR PLAN 1" = 100'-0" KEY PLAN-AREA A,B,C ---PAGE BREAK--- 25 26 26 28 29 29 30 30 Z Y AA CC BB HH KK DEPUTY'S OFFICE S109 CONFERENCE S108 26' - 8" 14' - 0" 9' - 0" 11' - 9" 49' - 8" JJ CORRIDOR S105 WAITING L109 5' - 3" 14' - 6" PRIVATE L111 VIDEO VISITING L110 SLEEPING D104 ELECTRICAL D115 RESTROOM D105 DAYROOM D103 DAYROOM D106 RESTROOM D108 GENERAL STORAGE D114 SLEEPING D107 JANITOR/STORAGE D113 CORRIDOR D112 OFFICE D111 OFFICE D110 DRYERS D116A LAUNDRY D116 CORRIDOR D109 CORRIDOR D102 VISIT PUBLIC B105 VISIT INMATE B106 SALLYPORT D101 CORRIDOR L104 SALLYPORT B103 VESTIBULE B102 FINGERPRINT B101 STAFF RESTROOM B125 RECORDS B124 JANITOR B126 HOLDING CELL B123 DRE/JUV. NEG. AIR HOLDING B122 HOLDING CELL B121 HOLDING CELL B120 INTAKE B119 BOOKING B104 STAFF RESTROOM B118 INMATE RESTROOM B117 INMATE RESTROOM B114 SAFETY CELL B113 DRESS-IN B112 PROPERTY STORAGE B115 LINENS B111 MEDICAL B107 MEDICAL STORAGE B108 INTERVIEW B109 BREAKROOM B110 BULK PROPERTY B116 SALLYPORT D156 CORRIDOR D109 VEHICLE SALLYPORT D157 SALLYPORT D118 STORAGE D117 SECURITY ELECTRONICS D131 CELL 'A4' D128 CELL 'A3' D127 CELL 'A2' D126 CELL 'A1' D125 SHWR. 'A1' D124 JANITOR D120 CORRIDOR D119 STAIRS D155 SHWR. 'F1' D154 CELL 'F4' D153 CELL 'F3' D152 CELL 'F2' D151 CELL 'F1' D150 POD DAYROOM D149 POD DAYROOM D123 SHWR. 'E1' D148 POD DAYROOM D145 CELL 'E2' D147 CELL 'E1' D146 COOLER D167 FRZR. D166 TOILET D162 DETERGENTS D165 DRY STORAGE D163 SALLYPORT D161 JAN. D160 OFFICE D159 KITCHEN D158 WARE WASH D164 EXERCISE D143 MULTIPURPOSE ROOM D144 SALLYPORT D122 CORRIDOR D119 CONTROL D121 POD DAYROOM D130 POD DAYROOM D135 POD DAYROOM D139 SHWR. 'B1' D134 CELL 'B2' D133 CELL 'B1' D132 SHWR. 'C1' D136 CELL 'C1' D137 CELL 'C2' D138 CELL 'D2' D142 CELL 'D1' D141 SHWR. 'D1' D140 2' - 0" 4' - 8" 20' - 0" 14' - 8" 35' - 8" 4' - 4 1/2" 4' - 4 1/2" 37' - 8" 9' - 4" 5' - 4" 26' - 9" 30' - 5" 21' - 0" 17' - 3" 32' - 2" 31 31 32 33 33 34 35 35 36 37 37 DD FF FF FF.1 GG LL MM NN 17' - 11 1/2" 25' - 8 1/2" 6' - 3 1/2" 12' - 0 1/2" 12' - 7 1/2" II 27 AREA D AREA C AREA D AREA C Room A162 Room A163 Room A164 Room A165 Room A166 Room A167 Room A168 OO 32.1 5' - 4" 7' - 3 1/2" 18' - 4" 26' - 0" 17' - 8" 14' - 0" 9' - 0" PP 2' - 0" X STAFF TOILET S130 9' - 0" A B C D E F ALL WALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UNLESS NOTED OTHERWISE. EXTERIOR DOOR AND WINDOW DIMENSIONS ARE ROUGH OPENINGS. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING OF THE WINDOW UNITS DURING LAYOUT. INTERIOR DOOR AND WINDOW DIMENSIONS ARE TO OUTSIDE FACE OF FRAME. BOLD, ITALIC DIMENSIONS INDICATE DIMENSIONS CALLED OUT FROM FINISH FACE TO FINISH FACE. 1. 2. DIMENSIONS PLAN GENERAL NOTES: PROJECT DATE: DRAWN BY: 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] 11/9/2015 9:30:26 AM G:\PROJECTS\1939 Converse Co Joint Justice Center\DRAWINGS\REVIT\1939 Converse County Joint Justice Center_ARCH_nzimmerman.rvt ENLARGED DIMENSION PLAN - AREA D, E A2.3 CM BOARD OF COUNTY COMMISSIONERS 1201 MESA DRIVE, DOUGLAS, WY 82633 CONVERSE COUNTY JOINT JUSTICE CENTER 1939 12/1/15 90% CONSTRUCTION DOCUMENTS No. Revision Description Date 3/32" = 1'-0" A2.3 1 ENLARGED DIMENSION PLAN 1" = 100'-0" KEY PLAN-AREA D,E ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- FIRST FLOOR 100' - 0" R S 35' - 9" CHIEF'S OFFICE P108 CORRIDOR P101 STORAGE P117 CORRIDOR A131 A5.3 8 ROOF ACCESS A148 SIM. A8.5 1 FIRST FLOOR 100' - 0" L P FIREARMS RANGE R101 MEN'S LOCKER ROOM A134 CORRIDOR A131 7' - 7 13/16" 36' - 10" 18' - 0" V A8.13 2 FIRST FLOOR 100' - 0" Z AA BB QUARTERMASTER EQUIPMENT S106 CORRIDOR S105 LIEUTENANT'S OFFICE S113 30' - 5" 21' - 0" MEN'S L105 CORRIDOR L104 A8.12 3 A8.5 5 FIRST FLOOR 100' - 0" Z AA CC EE BB 30' - 5" 21' - 0" 17' - 3" 38' - 5" SERGEANT'S WORKROOM S116 CORRIDOR S105 FILES S120B FOUND PROPERTY S123 I.T. EQUIPMENT A147 CORRIDOR L104 A8.5 5 - INVESTIGATOR'S OFFICE S121 FIRST FLOOR 100' - 0" J K L I H G P POLICE EVIDENCE VAULT P123 SHERIFF EVIDENCE VAULT S125 BREAK/GALLEY A128 CORRIDOR A129 36' - 10" 18' - 8" 24' - 10" 19' - 3" 13' - 3" 10' - 4" 01 FIRST LEVEL 0' - 0" L CORRIDOR A124 WAITING P113 V A8.2 2 SIM. A8.5 5 SIM. PROJECT DATE: DRAWN BY: 606 SOUTH DAVID STREET CASPER, WY 82601 T: [PHONE REDACTED] 1775 SHERMAN ST., STE 2550 DENVER, CO 80203 T:[PHONE REDACTED] 12/1/2015 4:39:18 PM G:\PROJECTS\1939 Converse Co Joint Justice Center\DRAWINGS\REVIT\1939 Converse County Joint Justice Center_ARCH_nzimmerman.rvt BUILDING SECTIONS A7.1 PG BOARD OF COUNTY COMMISSIONERS 1201 MESA DRIVE, DOUGLAS, WY 82633 CONVERSE COUNTY JOINT JUSTICE CENTER 1939 12/1/15 95% CONSTRUCTION DOCUMENTS No. Revision Description Date 3/16" = 1'-0" 2 BUILDING SECTION AREA A 3/16" = 1'-0" 1 BUILDING SECTION AREA A.1 3/16" = 1'-0" 3 BUILDING SECTION AREA C 3/16" = 1'-0" 4 BUILDING SECTION AREA C.1 3/16" = 1'-0" 5 POLICE EVIDENCE VAULT P123 SOUTH ELEVATION ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK--- ---PAGE BREAK---