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Carbon Recall ARC
CO V E R SH E E T En g i n e e r i n g 40 6 . 3 9 3 . 2 1 2 7 ww w . a p e c - m t . c o m so m e r s , m o n t a n a C100 CARBON RECALL 125 OLD SCHOOL DRIVE SECTION 33, TOWNSHIP 28 NORTH, RANGE 21 WEST, PMM FLATHEAD COUNTY, MONTANA AUGUST 2024 CONTACT INFORMATION DESIGNER: APEC ENGINEERING, INC. PRIMARY CONTACT: MARC A. LIECHTI 75 SOMERS ROAD SOMERS, MONTANA 59932 PHONE:(406) 393-2127 EMAIL:MARC@APEC-MT.COM OWNER/DEVELOPER: NAME OF CLIENT ADDRESS CITY, STATE ZIP PHONE: (406) ???-???? TOPOGRAPHY SOURCE NOTE EXISTING TOPOGRAPHY BASED ON MAP COMPILED BY WHITEFISH LAND SURVEYING, CRAIG WICKHAM, PLS #14539 DRAWING INDEX SHEET NO.TITLE C100 COVER SHEET C101 EXISTING CONDITIONS C102 PROPOSED SITE PLAN & UTILITY LAYOUT C103 GRADING & DRAINAGE PLAT C700 DETAILS C701 GENERAL NOTES SITE LOCATION MAP NOT TO SCALE N PROJECT NO. 240411 DESIGN MAL 08/22/2024 CADD MAL 08/22/2024 CHECK REVIEW PR O J E C T : CA R B O N R E C A L L - 1 2 5 O L D S C H O O L D R I V E LO C A T E D I N : SE C T I O N 3 3 , T 2 8 N , R 2 1 W , P M M , F L A T H E A D C O U N T Y , M O N T A N A FO R : JA M E S V O G E L RE V I E W S E T - N O T F O R C O N S T R U C T I O N DA T E DE S RE V I S I O N D E S C R I P T I O N CA D D CH K RV W RE V 1 2 3 4 5 6 7 8 8/ 3 1 / 2 4 ma l AD D E D T R A S H E N C L O S U R E PROJECT LOCATION \\ C E N T R A L \ O f f i c e \ P r o j e c t s \ _ A P E C J o b s \ C o n o v e r P a t r i c k - C a r b o n R e c a l l - 2 4 0 4 1 1 \ D r a w i n g s \ A P E C C i v i l 8 - 3 1 - 2 0 2 4 . d w g , C 1 0 0 - C O V E R S H E E T , 8 / 3 1 / 2 0 2 4 1 1 : 5 4 : 4 8 A M N48° 1 5 ' 2 4 " E 1 6 3 . 9 8 ' ( R ) N 4 8 ° 0 8 ' 4 9 " E 1 6 4 . 0 9 ' ( F ) N89° 58' 46"E(R&F) 134.68'(R) 134.63'(F) S0 ° 0 0 ' 3 8 " E 8 1 . 6 7 ' ( R ) S 0 ° 0 7 ' 2 0 " E 8 1 . 5 8 ' ( F ) S3 ° 4 1 ' 5 8 " W 7 8 . 9 4 ' ( R ) S 3 ° 3 5 ' 5 1 " W 7 9 . 0 9 ' ( F ) S89° 59' 22"W 80.97'(R) S89° 45' 15"W 80.85'(F) N 4 5 ° 2 6 ' 4 3 " W 7 8 . 9 4 ' ( R ) N 4 5 ° 2 7 ' 1 0 " W 7 8 . 8 4 ' ( F ) N 4 1 ° 4 4 ' 0 6 " W 3 9 . 6 2 ' ( R ) N 4 1 ° 5 4 ' 2 2 " W 3 9 . 7 0 ' ( F ) E T G SS ST ST T TC TC STEEL FENCE POST CU R B L A Y D O W N C U R B L A Y D O W N OL D S C H O O L D R I V E LOT 1 7 TPED 1042 101.02 10 3 . 0 0 103.00 102.00 101. 0 0 1 0 2 . 0 0 1 0 1 . 0 0 10 0 . 0 0 10 1 . 0 0 1 0 0 . 0 0 10 2 . 0 0 1 0 3 . 0 0 1 0 0 . 0 0 1 0 0 . 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS S C H O O L H O U S E L O O P S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T ST ST ST ST ST ST ST ST ST STST ST ST ST Δ=86° 17' 24"(R) Δ=85° 59' 42"(F) R=52.00'(R&F) L=78.31'(R) L=78.05'(F) Δ=44° 33' 55"(R) Δ=44° 47' 21"(F) R=52.00'(R&F) L=40.45'(R) L=40.65'(F) 20. 0 0 ' 1 0 . 0 0 ' 10 . 0 0 ' 20.00' LEGEND PROPERTY BOUNDARY PROPERTY BOUNDARY SETBACK EXISTING UTILITY EASEMENT PROPOSED UTILITY EASEMENT EXISTING UNDERGROUND GAS PROPOSED UNDERGROUND GAS EXISTING UNDERGROUND TELEPHONE PROPOSED UNDERGROUND TELEPHONE EXISTING UNDERGROUND COMMUNICATION PROPOSED UNDERGROUND COMMUNICATION EXISTING UNDERGROUND POWER PROPOSED UNDERGROUND POWER EXISTING OVERHEAD POWER EXISTING FIBER OPTIC PROPOSED FIBER OPTIC EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SANITARY SEWER SERVICE PROPOSED SANITARY SEWER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN EXISTING WATER SERVICE PROPOSED WATER SERVICE EXISTING FENCE PROPOSED FENCE PROPOSED FENCE EXISTING GATE VALVE PROPOSED GATE VALVE EG EG LI LI U/G G U/G G U/G T U/G T U/G C U/G C U/G P U/G P O/H P U/G F U/G F ST ST ST ST SS SS SS SS SS SL SS SL FM W W W SL W SL X X X X W W CP#10060d NAILEL=3015.19' ET G SS ST W T TC LIGHT POLE FIRE HYDRANT WATER VALVE ELECTRIC TRANSFORMER GAS MARKER SANITARY SEWER MANHOLE STORM SEWER MANHOLE TELEPHONE PEDESTAL TELECOM PEDESTAL DECIDUOUS TREE FOUND SURVEY MONUMENT SURVEY CONTROL POINT LEGEND STORM INLET EX I S T I N G CO N D I T I O N S En g i n e e r i n g 40 6 . 3 9 3 . 2 1 2 7 ww w . a p e c - m t . c o m so m e r s , m o n t a n a C101 PROJECT NO. 240411 DESIGN MAL 08/22/2024 CADD MAL 08/22/2024 CHECK REVIEW PR O J E C T : CA R B O N R E C A L L - 1 2 5 O L D S C H O O L D R I V E LO C A T E D I N : SE C T I O N 3 3 , T 2 8 N , R 2 1 W , P M M , F L A T H E A D C O U N T Y , M O N T A N A FO R : JA M E S V O G E L RE V I E W S E T - N O T F O R C O N S T R U C T I O N DA T E DE S RE V I S I O N D E S C R I P T I O N CA D D CH K RV W RE V 1 2 3 4 5 6 7 8 N SCALE = 1" = 10' \\ C E N T R A L \ O f f i c e \ P r o j e c t s \ _ A P E C J o b s \ C o n o v e r P a t r i c k - C a r b o n R e c a l l - 2 4 0 4 1 1 \ D r a w i n g s \ A P E C C i v i l 8 - 3 1 - 2 0 2 4 . d w g , C 1 0 1 - E X I S T I N G , 8 / 3 1 / 2 0 2 4 1 1 : 5 4 : 5 1 A M N48° 1 5 ' 2 4 " E 1 6 3 . 9 8 ' ( R ) N 4 8 ° 0 8 ' 4 9 " E 1 6 4 . 0 9 ' ( F ) N89° 58' 46"E(R&F) 134.68'(R) 134.63'(F) S0 ° 0 0 ' 3 8 " E 8 1 . 6 7 ' ( R ) S 0 ° 0 7 ' 2 0 " E 8 1 . 5 8 ' ( F ) S3 ° 4 1 ' 5 8 " W 7 8 . 9 4 ' ( R ) S 3 ° 3 5 ' 5 1 " W 7 9 . 0 9 ' ( F ) S89° 59' 22"W 80.97'(R) S89° 45' 15"W 80.85'(F) N 4 5 ° 2 6 ' 4 3 " W 7 8 . 9 4 ' ( R ) N 4 5 ° 2 7 ' 1 0 " W 7 8 . 8 4 ' ( F ) N 4 1 ° 4 4 ' 0 6 " W 3 9 . 6 2 ' ( R ) N 4 1 ° 5 4 ' 2 2 " W 3 9 . 7 0 ' ( F ) E T G SS ST ST T TC TC STEEL FENCE POST CU R B L A Y D O W N C U R B L A Y D O W N OL D S C H O O L D R I V E LOT 1 7 ET 1036 101.32 ET 1037 100.76 ET 1038 101.28 ET 1039 101.46 TPED 1042 101.02 10 3 . 0 0 103.00 102.00 101. 0 0 1 0 2 . 0 0 1 0 1 . 0 0 10 0 . 0 0 10 1 . 0 0 1 0 0 . 0 0 10 2 . 0 0 1 0 3 . 0 0 A 13 F 2 B C D E 132 1 0 0 . 0 0 1 0 0 . 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W S C H O O L H O U S E L O O P S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T S T ST ST ST ST ST ST ST ST ST STST ST ST ST FF 103.50 S S S L S S S L S S S L S S S L S S S L SS S L SS S L SS S L U/G G U/G G U/G G U/G G U/G G U/G G U/G G W SL W SL W SL W SL W SL W SL W SL W SL W SL W SL Δ=86° 17' 24"(R) Δ=85° 59' 42"(F) R=52.00'(R&F) L=78.31'(R) L=78.05'(F) Δ=44° 33' 55"(R) Δ=44° 47' 21"(F) R=52.00'(R&F) L=40.45'(R) L=40.65'(F) EL. 102.33 FG JOIN EXISTING EL. 102.73 FG JOIN EXISTING EL. 103.50 FG EL. 103.50 FG EL. 103.50 FG EL. 103.50 FG EL. 99.95 FG JOIN EXISTING EL. 102.90 FG EL. 102.46 FG EL. 102.46 FG EL. 102.90 FG EL. 102.97 FG EL. 101.37 FG EL. 101.37 FG EL. 101.02 FG EL. 101.52 FG EL. 101.96 FG S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 7 7 5 2 20. 0 0 ' 1 0 . 0 0 ' 10 . 0 0 ' 20.00' PROPOSED WATER SERVICE ST ST ST ST S T ST S T ST S T ST S T EL. 102.00 FG U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T UP LEGEND PROPERTY BOUNDARY PROPERTY BOUNDARY SETBACK EXISTING UTILITY EASEMENT PROPOSED UTILITY EASEMENT EXISTING UNDERGROUND GAS PROPOSED UNDERGROUND GAS EXISTING UNDERGROUND TELEPHONE PROPOSED UNDERGROUND TELEPHONE EXISTING UNDERGROUND COMMUNICATION PROPOSED UNDERGROUND COMMUNICATION EXISTING UNDERGROUND POWER PROPOSED UNDERGROUND POWER EXISTING OVERHEAD POWER EXISTING FIBER OPTIC PROPOSED FIBER OPTIC EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SANITARY SEWER SERVICE PROPOSED SANITARY SEWER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN EXISTING WATER SERVICE PROPOSED WATER SERVICE EXISTING FENCE PROPOSED FENCE PROPOSED FENCE EXISTING GATE VALVE PROPOSED GATE VALVE EG EG LI LI U/G G U/G G U/G T U/G T U/G C U/G C U/G P U/G P O/H P U/G F U/G F ST ST ST ST SS SS SS SS SS SL SS SL FM W W W SL W SL X X X X W W PR O P O S E D CO N D I T I O N S En g i n e e r i n g 40 6 . 3 9 3 . 2 1 2 7 ww w . a p e c - m t . c o m so m e r s , m o n t a n a C102 PROJECT NO. 240411 DESIGN MAL 08/22/2024 CADD MAL 08/22/2024 CHECK REVIEW PR O J E C T : CA R B O N R E C A L L - 1 2 5 O L D S C H O O L D R I V E LO C A T E D I N : SE C T I O N 3 3 , T 2 8 N , R 2 1 W , P M M , F L A T H E A D C O U N T Y , M O N T A N A FO R : JA M E S V O G E L RE V I E W S E T - N O T F O R C O N S T R U C T I O N DA T E DE S RE V I S I O N D E S C R I P T I O N CA D D CH K RV W RE V 1 2 3 4 5 6 7 8 N SCALE = 1" = 10' 8/ 3 1 / 2 4 ma l AD D E D T R A S H E N C L O S U R E \\ C E N T R A L \ O f f i c e \ P r o j e c t s \ _ A P E C J o b s \ C o n o v e r P a t r i c k - C a r b o n R e c a l l - 2 4 0 4 1 1 \ D r a w i n g s \ A P E C C i v i l 8 - 3 1 - 2 0 2 4 . d w g , C 1 0 2 - P R O P O S E D , 8 / 3 1 / 2 0 2 4 1 1 : 5 4 : 5 6 A M W E T G SS SS SS SS ST STST ST T TC TC STEEL FENCE POST CU R B L A Y D O W N C U R B L A Y D O W N SCHOOLHOUSE LOOP OL D S C H O O L D R I V E LOT 1 7 ET 1036101.32 ET 1037100.76 ET 1038101.28 ET 1039101.46 TPED 1042101.02 WV 1095101.93 10 3 . 0 0 103.00 102.00 101.0 0 1 0 2 . 0 0 10 1 . 0 0 100 . 0 0 10 1 . 0 0 10 0 . 0 0 101.00 102. 0 0 10 2 . 0 0 10 3 . 0 0 1 0 0 . 0 0 1 0 0 . 0 0 S S S S S S S S S S S S S S S S S S SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W SSSS S C H O O L H O U S E L O O P S T S T S T S T S T S T S T S T S T S T ST ST ST ST STSTSTSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST FF 103.50 S S S L S S S L SS S L SS S L U/G G U/G G U/G G W SL W SL W SL W SL W SL W SL EL. 102.33 FG JOIN EXISTING EL. 102.73 FG JOIN EXISTING EL. 103.50 FG EL. 103.50 FG EL. 103.50 FG EL. 103.50 FG EL. 100.78 FG JOIN EXISTING EL. 99.95 FG JOIN EXISTING EL. 102.90 FG EL. 102.46 FG EL. 102.46 FG EL. 102.90 FG EL. 102.97 FG EL. 101.37 FG EL. 101.37 FG EL. 101.02 FG EL. 101.52 FG EL. 101.96 FG ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 7 7 5 2 20.0 0 ' 1 0 . 0 0 ' 10 . 0 0 ' 20.00' PROPOSED WATER SERVICE ST S T ST ST S T EL. 102.00 FG U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G P U/G T U/G T U/G T U/G T U/G T U/G T U/G T U/G T UP LEGEND PROPERTY BOUNDARY PROPERTY BOUNDARY SETBACK EXISTING UTILITY EASEMENT PROPOSED UTILITY EASEMENT EXISTING UNDERGROUND GAS PROPOSED UNDERGROUND GAS EXISTING UNDERGROUND TELEPHONE PROPOSED UNDERGROUND TELEPHONE EXISTING UNDERGROUND COMMUNICATION PROPOSED UNDERGROUND COMMUNICATION EXISTING UNDERGROUND POWER PROPOSED UNDERGROUND POWER EXISTING OVERHEAD POWER EXISTING FIBER OPTIC PROPOSED FIBER OPTIC EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING SANITARY SEWER SERVICE PROPOSED SANITARY SEWER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN EXISTING WATER SERVICE PROPOSED WATER SERVICE EXISTING FENCE PROPOSED FENCE PROPOSED FENCE EXISTING GATE VALVE PROPOSED GATE VALVE EG EG LI LI U/G G U/G G U/G T U/G T U/G C U/G C U/G P U/G P O/H P U/G F U/G F ST ST ST ST SS SS SS SS SS SL SS SL FM W W W SL W SL X X X X W W GENERAL NOTES: 1) DESIGN OF INTERNAL PVC PIPING PROVIDED TO LICENSED MANUFACTURER BY ENVIRONMENT 21, LLC. 2) LOCATION AND SIZE OF MANHOLE OPENINGS MAY BE ADJUSTED BY LICENSED MANUFACTURER. 3) MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST A.S.T.M. C478. 4) DESIGN LOADING SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE CONFORM TO LATEST A.A.S.H.T.O. HS20-44. 12"± ORIENT RADIAL 12" OUTLET PIPE TO MATCH SITE LAYOUT ORIENT TANGENTIAL 12" INLET PIPE TO FIT SITE LAYOUT GROUT FLOWFLOW G.C. TO SEAL/GROUT RISER RINGS AS REQUIRED BY MUNICIPALITY BAFFLE WALL ORIFICE G.C. TO GROUT FRAME & COVER (VENTED TYP.) SECTION A-A 12" MAX FROM INLET PIPE TO WALL ENVIRONMENT 21, V2B1, MODEL 3 DETAIL NOT TO SCALE EXISTING 15" R.C.P. CITY OF KALISPELL STORM SEWER MAIN EXISTING 48" STORMWATER MANHOLE REPLACE EXISTING PAVEMENT SECTION TO CLEAN PAVEMENT CUT A MINIMUM OF 12" BEYOND LIMITS OF EXCAVATION EXISTING STORMWATER MANHOLE TIE IN DETAIL NOT TO SCALE NEW 12" C-900 PVC STORM SEWER MAIN, INV. ELEV: 94.43 INV. ELEV: 93.17 GROUT NEW PIPE PENETRATION TO FORM WATER TIGHT SEAL REMOVE TOP OF EXISTING STORMWATER MAINLINE TO EXTENTS OF EXISTING MANHOLE SHELF NOT TO EXCEED 12 OF PIPE DEPTH TYPE 2 PIPE BEDDING AS REQUIRED TO SOFT OR UNSTABLE FOUNDATION SELECT TYPE 1 BEDDING MATERIAL PLACED IN 6" LAYERS AND COMPACTED AS SPECIFIED TYPE 1 PIPE BEDDING PLACED IN 6" MAX. LAYERS AND COMPACTED THOROUGHLY SUBGRADE OR GROUND SURFACE VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO A O.S.H.A. REGULATION TRACER WIRE TRENCH WIDTH = PIPE O.D. PLUS 2', MIN 3.5 FT 4" INSTALL DETECTABLE WARNING TAPE 18" MAX. DEPTH TYPE "A", "B", OR "C" TRENCH BACKFILL BACKSLOPE AS SPECIFIED TO CONFORM TO O.S.H.A. REGULATIONS 12" MIN. EXISTING STREET SURFACE NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE TRENCH OPENING. WHERE A NEAT LINE IN LESS THAN 3' FROM THE EDGE OF THE EXISTING EDGE OF PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. TYPICAL UTILITY TRENCH DETAIL NOT TO SCALE 2' - 6 " 1' - 6 " 18" DEEP CONCRETE FOUNDATION, EXTEND 6" MIN. FROM EDGE OF BOLLARD 12" SCH. 40, STEEL PIPE, PAINT PER ARCHITECTURAL PLAN, FILL WITH CONCRETE, FLUSH TO TOP OF PIPE 2" WIDE REFLECTIVE TAPE EXPANSION JOINT WITH `8" FILL MATERIAL STANDARD BOLLARD DETAIL NOT TO SCALE 3" ASPHALT PAVEMENT, PLACE TO 93% MAX DENSITY 3", 3/4" MINUS CRUSHED GRAVEL AGGREGATE AT 95 % MAX. DRY DENSITY 9", SELECT 3" MINUS PIT RUN AGGREGATE AT 95% MAX. DRY DENSITY REMOVE ALL ORGANIC NATIVE MATERIAL, COMPACT TO 95% MAX. DRY DENSITY STANDARD PARKING LOT SECTION DETAIL NOT TO SCALE GR A D I N G AN D DR A I N A G E PL A N En g i n e e r i n g 40 6 . 3 9 3 . 2 1 2 7 ww w . a p e c - m t . c o m so m e r s , m o n t a n a C103 PROJECT NO. 240411 DESIGN MAL 08/22/2024 CADD MAL 08/22/2024 CHECK REVIEW PR O J E C T : CA R B O N R E C A L L - 1 2 5 O L D S C H O O L D R I V E LO C A T E D I N : SE C T I O N 3 3 , T 2 8 N , R 2 1 W , P M M , F L A T H E A D C O U N T Y , M O N T A N A FO R : JA M E S V O G E L RE V I E W S E T - N O T F O R C O N S T R U C T I O N DA T E DE S RE V I S I O N D E S C R I P T I O N CA D D CH K RV W RE V 1 2 3 4 5 6 7 8 N SCALE = 1" = 20' 8/ 3 1 / 2 4 ma l AD D E D T R A S H E N C L O S U R E \\ C E N T R A L \ O f f i c e \ P r o j e c t s \ _ A P E C J o b s \ C o n o v e r P a t r i c k - C a r b o n R e c a l l - 2 4 0 4 1 1 \ D r a w i n g s \ A P E C C i v i l 8 - 3 1 - 2 0 2 4 . d w g , C 1 0 1 - G R A D I N G A N D D R A I N A G E , 8 / 3 1 / 2 0 2 4 1 1 : 5 5 : 0 1 A M W TYPICAL UTILITY CONNECTIONSG.3 FLOW WATER METER PIT & CURB STOP WATER SERVICE REQUIREMENTS: 1.METER PIT AND CURB STOP SHALL BE CENTERED IN THE BOULEVARD. IF METER PIT IS PLACED IN A DRIVEWAY, A HS20 TRAFFIC RATED RING AND COVER SHALL BE PROVIDED. 2.SERVICE SHALL EXTEND PERPENDICULARLY FROM THE CONNECTION AT THE WATER MAIN TO THE PROPERTY LINE. 3.SERVICE SHALL NOT PASS THROUGH ANY ADJACENT PRIVATE PROPERTY. 4.ONE SERVICE IS REQUIRED FOR EACH PARCEL OWNERSHIP. SEWER SERVICE REQUIREMENTS: 1.SERVICE SHALL EXTEND PERPENDICULARLY FROM THE CONNECTION AT THE SEWER MAIN TO THE PROPERTY LINE. 2.SERVICE SHALL NOT PASS THROUGH ANY ADJACENT PRIVATE PROPERTY. 3.ONE SERVICE IS REQUIRED FOR EACH PARCEL OWNERSHIP. 4.SERVICE SHALL CONNECT AT THE MAIN IN THE DIRECTION OF FLOW. DIRECTION SIDEWALK BOULEVARD CITY RIGHT-OF-WAY CURB AND GUTTER WATER SERVICE CONNECTION DETAILW.2 SERVICE LINE/FIRE SERVICE LINE DETAILW.9 W W W P P P W ACCEPTABLE STANDARD FI R E S E R V I C E DO M E S T I C S E R V I C E 3'3' W FI R E S E R V I C E DO M E S T I C S E R V I C E UNACCEPTABLE STANDARD W FI R E S E R V I C E DO M E S T I C S E R V I C E UNACCEPTABLE STANDARD TYPICAL STORMWATER MANHOLE DETAILDR.2 24 " S U M P CONCRETE ADJUSTMENT RING, 2" MIN, 12' MAX 48" MIN STORM PIPE, SEE PLAN FOR SIZE AND SLOPE NOTE: 1. ALL JOINTS BETWEEN MANHOLE, ADJUSTMENT RINGS, CASTING, AND SEWER PIPE SHALL BE WATER TIGHT. JOINING MATERIAL SHALL BE RAM-NEK OR EQUAL FOR ALL JOINTS OTHER THAN JOINTS BETWEEN SEWER PIPE AND CATCH BASIN. 2. ALL PIPE CONNECTIONS NOT CONSTRUCTIBLE AS DETAILED SHALL BE SUBMITTED TO CITY ENGINEER FOR REVIEW. FLEXIBLE GASKETED OR BOOTED JOINT, GROUT INTERIOR STORM MANHOLE RING AND COVER, SEE DR.7, OR APPROVED EQUAL CONCRETE MANHOLE COLLAR, PER CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION EDGE OF CONCRETE 3/8" BELOW PAVEMENT 24 " M I N . 24" MIN PRECAST CONCRETE MANHOLE MEETING ASTM C478 6" OF 3" MINUS CRUSHED COMPACTED AGGREGATE EROSION AND SEDIMENT CONTROL NOTES: 1.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS ASSOCIATED WITH THIS PROJECT AND IMPLEMENT AND MAINTAIN THE EROSION AND SEDIMENT CONTROL PLAN AND PERMITS REQUIREMENTS UNTIL SUCH TIME AS THE PERMITS ARE TERMINATED. 2.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN OR CHANGE THE EROSION AND SEDIMENT CONTROL PLAN AS THE PROJECT PROGRESSES TO ENSURE PERMIT COMPLIANCE. 3.THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE PUBLIC RIGHT OF WAY AS A RESULT OF THIS PROJECT. SAID MATERIAL SHALL BE REMOVED DAILY OR MORE FREQUENTLY PER THE CITY'S REQUEST. 4.THE CONTRACTOR SHALL ENSURE ALL CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE IS PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY. 5.THE CONTRACTOR SHALL ENSURE ALL CUT AND FILL MATERIAL IMPORTED OR EXPORTED IS NOT STORED IN THE PUBLIC RIGHT OF WAY. 6.ALL STOCKPILED MATERIAL SHALL BE DESIGNATED ON THE EROSION AND SEDIMENT CONTROL PLAN. 7.TEMPORARY BMPS ON THE EROSION PLAN SHALL BE INSTALLED PRIOR TO ANY EXCAVATION. 8.INLET PROTECTION BMPS SHALL BE INSTALLED PRIOR TO ANY EXCAVATION AND MAINTAINED UNTIL PAVING IS COMPLETE. INLET PROTECTION BMPS SHALL BE APPROVED BY THE CITY OF KALISPELL PRIOR TO INSTALLATION. EROSION AND SEDIMENT CONTROL NOTESDR.3 VEHICLE TRACKING STORMWATER BMPDR.4 NOTE: ALL VEHICLES ENTERING AND EXITING THE CONSTRUCTION AND/OR BUILDING SITE SHALL TRAVERSE THE VEHICLE TRACKING PAD TO MINIMIZE MUD AND DIRT FROM TRACKING OFF SITE. ROCK SHALL BE REPLENISHED IF TRACKING OCCURS. TRACKING PAD SHALL BE RENEWED AS NECESSARY TO RETAIN EFFECTIVENESS. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS SHALL BE REMOVED IMMEDIATELY. WIDTH LENGTH PUBL I C S T R E E T MIN. LENGTH MIN. WIDTH RESIDENTIAL 30 FT 15 FT COMMERCIAL 60 FT 25 FT SILT FENCE FILTER FABRIC VEHICLE TRACKING PAD 14" OF 3" -6" STONE VEHICLE TRACKING STONE ENTRANCE REQUIREMENTS: ·3"-6" DIAMETER WASHED ROCK ·UNDERLYING FILTER FABRIC TO BE REQUIRED AS STATED FILTER FABRIC REQUIREMENTS: ·TENSILE GRAB STRENGTH = 200 LBS (ASTM D4632) ·ELONGATION MINIMUM = 15% (ASTM D4632) ·SEAM BREAKING STRENGTH MINIMUM = 180 LBS (ASTM D4632) ·APPARENT OPENING SIZE MAXIMUM = 0.3 MM (#50 SIEVE) (ASTM D4751) ·PERMITTIVITY MINIMUM = 0.3/SEC (ASTM D4491) SILT FENCE STORMWATER BMPDR.5 NOTE: 1.SILT FENCE SHALL BE USED AS A TEMPORARY SEDIMENT CONTROL, FENCES SHALL BE INSTALLED WITH THE CONTOUR OF SLOPE. 2.WOOD POSTS SHALL BE HARDWOOD WITH AND MINIMUM CROSS SECTION AREA OF THREE INCHES. 3.TEMPORARY SILT FENCE SHALL BE REMOVED UPON SITE STABILIZATION WITH 70% ESTABLISHED VEGETATIVE COVER. GEOTEXTILE FABRIC REQUIREMENTS: ·TENSILE GRAB STRENGTH = 90 LBS (ASTM D1682) ·ELONGATION MINIMUM = 50% (ASTM D1682) ·MULLEN BURST STRENGTH MINIMUM = 190 LBS (ASTM D3786) ·PUNCTURE STRENGTH MINIMUM = 40 LBS (ASTM D751) ·EQUIVALENT OPENING SIZE MAXIMUM = 40-80 US STANDARD SIEVE SIZES ·ULTRAVIOLET RADIATION STABILITY = 90 (ASTM G26) 16 " M I N 20 " M I N 8" M I N EMBED FILTER FABRIC INTO GROUND FLOW 36" MIN WOOD, OR STEEL POST GEOTEXTILE FABRIC 10' MAX 20 " M I N GEOTEXTILE FABRIC EMBED FILTER FABRIC INTO GROUND ROAD CONSTRUCTION NOTES AND SPECIFICATIONSST.6 1 ASPHALT - SHALL BE PG58-28 ASPHALT CONCRETE PAVEMENT SURFACE COURSE PG58-28 SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 02510 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, APRIL 2010. SEE CITY OF KALISPELL STANDARDS FOR DESIGN AND CONSTRUCTION FOR PAVEMENT AND MATERIAL TESTING REQUIREMENTS. 2 CRUSHED GRAVEL BASE, -3/4" DIAMETER @95% MAX DRY DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99 3 SUB-BASE @95% MAX DRY DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-991. 4 CRUSHED GRAVEL SHOULDER, -3/4" DIAMETER @ 95% MAX DRY DENSITY (+/- 3% OPTIMUM MOISTURE) PER AASHTO T-99. A.THICKNESSES OF ASPHALT, CRUSHED GRAVEL AND SUB-BASE SHALL BE AS SHOWN, UNLESS AN ALTERNATE DESIGN IS APPROVED. THE FINAL STREET DESIGN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO START OF CONSTRUCTION. B.THE WIDTH OF THE RIGHT-OF-WAY MAY BE INCREASED DUE TO UTILITIES, OR OTHER REQUIREMENTS. C.THE MAXIMUM GRADE SHALL BE 8%. D.ON STREET PARKING GOVERNED BY CITY OF KALISPELL SUBDIVISION REGULATIONS. 1'-6" 1' 2' 1. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT EACH POINT OF CURVATURE AND POINT OF TANGENCY. 2. CONTRACTION JOINTS SHALL BE PLACED AT EVERY 10' OF CURB LENGTH AND SHALL HAVE A MINIMUM DEPTH OF 112" AND A MINIMUM WIDTH OF 1/8". CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. A TOOL SHALL BE USED WHICH WILL LEAVE CORNERS ROUNDED AND DESTROY AGGREGATE INTERLOCK FOR THE SPECIFIED MINIMUM DEPTH. 3. EXPOSED EDGES SHALL BE FINISHED TO A RADIUS OF 1/4". 4. CONCRETE SHALL BE M-4000 WITH 3/4" MAXIMUM AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4000 PSI, 6%+ 1 1/2% AIR ENTRAINMENT, AND MAXIMUM SLUMP OF 4". 5. INDIVIDUAL CONTRACTORS FORMS MAY VARY SLIGHTLY FROM THIS PATTERN. PATTERNS DIFFERING MATERIALLY FROM THE ABOVE DIMENSIONS SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 6. FOUR INCHES OF CRUSHED GRAVEL BASE MATERIAL, -3/4" DIAMETER IS REQUIRED FOR THE CURB AND GUTTER FOUNDATION. THE BASE MATERIAL SHALL BE COMPACTED TO 95% DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99. 6"112" STANDARD CURB AND GUTTER SECTIONST.7 SIDEWALK S=2.00% MAX BOULEVARD 1. PRE-FORMED 1/2" EXPANSION JOINT MATERIAL MEETING THE REQUIREMENTS OF AASHTO M-213 SHALL BE PLACED AT 45-FOOT INTERVALS AND AT ALL COLD JOINTS. 2. CONTRACTION JOINTS SHALL BE SPACED THE APPROXIMATE SAME DIMENSION AS THE WIDTH, BUT NOT TO EXCEED SIX FEET. CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. A TOOL SHALL BE USED WHICH WILL LEAVE THE EDGES ROUNDED AND DESTROY AGGREGATE INTERLOCK FOR THE SPECIFIED MINIMUM DEPTH. CONTRACTION JOINTS SHALL BE A MINIMUM OF 14TIMES THE SIDEWALK THICKNESS. 3. ALL VISIBLE EDGES AND JOINTS SHALL BE ROUNDED WITH AN EDGING TOOL WITH A MINIMUM 1/4" RADIUS. 4. CONCRETE SHALL BE M-4000 WITH 3/4" MAXIMUM AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4000 PSI, 6%+ 1 1/2% AIR ENTRAINMENT, AND MAXIMUM SLUMP OF 4". 5. SIX INCHES OF CRUSHED GRAVEL BASE MATERIAL, -3/4" DIAMETER IS REQUIRED FOR THE SIDEWALK FOUNDATION. THE BASE MATERIAL SHALL BE COMPACTED TO 95% DENSITY (+ 3% OPTIMUM MOISTURE) PER AASHTO T-99. 6. SIDEWALK MINIMUM THICKNESS: RESIDENTIAL: 4" COMMERCIAL OR AT DRIVE APPROACH: 6" S=2.00% MIN RO W 5'9' LOCAL ST. 6' COLLECTOR STANDARD SIDEWALK SECTIONST.10 6' R 5' FLOWLINE EXPANSION JOINT A A 6'5' SIDEWALK APRON SIDEWALK BOULEVARD 2% MAX CURB AND GUTTER SECTION A-A BASE MATERIAL 4'4' CONCRETE 6" CONCRETE W/6" BASE MATERIAL 6' M I N TRANSITION 1. BASE MATERIAL SHALL BE CRUSHED GRAVEL, -3/4" DIAMETER COMPACTED TO 95% DENSITY (+/- 3% OPTIMUM MOISTURE) PER AASHTO T-99. 2. CONCRETE SHALL BE M-4000 WITH 3/4" MAXIMUM AGGREGATE, MINIMUM 28-DAY STRENGTH OF 4000 PSI, 6% +/- 1 1/2% AIR ENTRANEMENT, AND MAXIMUM SLUMP OF 4" DRIVEWAY DETAIL FOR CURB & GUTTERST.11 TRANSITION 6' 9'5' 60' RIGHT OF WAY 10' EASEMENT ST.3 * SEE ROAD CONSTRUCTION GENERAL NOTES FOR MATERIAL SPECIFICATIONS UTILITY NOTE: ALL NEW UTILITIES SHALL BE PLACED UNDERGROUND. EXCEPT FOR SEWER AND WATER, UNDERGROUND UTILITIES, IF PLACED IN RIGHT OF WAY OR EASEMENT SHALL BE LOCATED BETWEEN THE BACK OF SIDEWALK AND EASEMENT LINE. NO UNDERGROUND UTILITIES SHALL BE PLACED IN THE BOULEVARD BETWEEN THE BACK OF CURB AND SIDEWALK. CURB AND GUTTER 10'5'9' 60' RIGHT OF WAY EASEMENT 10' SIDEWALK 5'9'CL14'14' STREET AND STOP SIGN, TYP. STORMWATER CATCH BASIN, TYP. ADA SIDEWALK RAMP, TYP. SS SS SS SS W W W W SS SS SS SS W W W W 15' ST SIDEWALK EASEMENT5' PROPERTY LINE FILLET, 5' x 5' 80' x 80' CLEAR VISION TRIANGLE TYPICAL SANITARY SERVICE TO EXISTING MAINSA.4 SANITARY SEWER MAIN INSERTA-TEE AS APPROVED BY PUBLIC WORKS FOR EXISTING INSTALLATIONS 45° ELBOW PVC BELL AND SPIGOT PIPE, MIN. 4", MIN SLOPE 1/4" PER 12" SERVICE LINE CAP 5' METAL "T" POST, MIN. 3' BURIED AND 2' ABOVE GROUND, PAINT GREEN WOOD 2" x 4" COMPACTED BACKFILL NOTES: 1. NO SERVICE CONNECTIONS SHALL BE MADE AT MANHOLES. PROPERTY LINE PIPE BEDDING 6" ABOVE AND BELOW PIPE DE T A I L S En g i n e e r i n g 40 6 . 3 9 3 . 2 1 2 7 ww w . a p e c - m t . c o m so m e r s , m o n t a n a C700 PROJECT NO. 240411 DESIGN MAL 08/22/2024 CADD MAL 08/22/2024 CHECK REVIEW PR O J E C T : CA R B O N R E C A L L - 1 2 5 O L D S C H O O L D R I V E LO C A T E D I N : SE C T I O N 3 3 , T 2 8 N , R 2 1 W , P M M , F L A T H E A D C O U N T Y , M O N T A N A FO R : JA M E S V O G E L RE V I E W S E T - N O T F O R C O N S T R U C T I O N DA T E DE S RE V I S I O N D E S C R I P T I O N CA D D CH K RV W RE V 1 2 3 4 5 6 7 8 N SCALE = 1" = 10' \\ C E N T R A L \ O f f i c e \ P r o j e c t s \ _ A P E C J o b s \ C o n o v e r P a t r i c k - C a r b o n R e c a l l - 2 4 0 4 1 1 \ D r a w i n g s \ A P E C C i v i l 8 - 3 1 - 2 0 2 4 . d w g , C 7 0 0 - D E T A I L S , 8 / 3 1 / 2 0 2 4 1 1 : 5 5 : 0 6 A M CONTRACTOR SHALL OBTAIN ANY REQUIRED AIR QUALITY PERMITTING PRIOR TO CONDUCTING OPERATIONS. A STORM WATER POLLUTION PREVENTION PLAN AND NOTICE OF INTENT MUST BE SUBMITTED TO THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, MAINTAINING, INSPECTING BMP'S AND KEEPING AN INSPECTION LOG, A COPY OF THE SWPPP, NOI, AND A GENERAL PERMIT AT THE PROJECT SITE AT ALL TIMES. GENERAL NOTES: CONTRACTOR SHALL AT ALL TIMES CONDUCT OPERATIONS SO THAT THERE IS A MINIMUM INTERRUPTION IN THE USE OF STREETS ROADS, ALLEYS AND ANY HIGHWAY INVOLVED. EACH STREET, ALLEY, AND DRIVEWAY SHALL BE AVAILABLE FOR PUBLIC USE AT THE END OF EACH DAY. CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE OF CONSTRUCTION OPERATIONS PRIOR TO INITIATION OF IMPROVEMENTS AND CONSTRUCTION. CONTRACTOR SHALL PROVIDE NOTICE TO THE ENGINEER, THE OWNER AND THE CITY OF KALISPELL PUBLIC WORKS DEPARTMENT A MINIMUM OF TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION ACTIVITIES. DRAWINGS FOR REVIEW ONLY. UPON ISSUANCE OF CONSTRUCTION DRAWINGS THIS PARAGRAPH SHALL STATE "ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH COMPLETE PLAN DRAWINGS". ONLY DRAWINGS STAMPED "APPROVED FOR CONSTRUCTION" IN RED INK, DATED AND INITIALED BY THE ENGINEER ON THE TITLE SHEET SHALL BE ACCEPTABLE FOR CONSTRUCTION. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THAT THE DRAWINGS FROM WHICH THEY ARE WORKING ARE CURRENT. ALL SITE AND UTILITY WORK SHALL COMPLY WITH THE 6TH ED. (2010) OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND THE CITY OF KALISPELL CURRENT STANDARDS FOR DESIGN AND CONSTRUCTION. THE BUILDING AND/OR SITE DEVELOPMENT SHALL COMPLY WITH THE LATEST EDITIONS OF ALL NATIONAL CODES AND STANDARDS INCLUDING ANY ADDENDA, SUPPLEMENTS, AMENDMENTS, OR MODIFICATIONS BY NATIONAL, STATE, OR LOCAL AUTHORITIES HAVING JURISDICTION AS FOLLOWS: WATER AND SEWER (SANITARY AND/OR STORM) MAINS SHALL BE SEPARATED BY A MINIMUM OF 10' (TEN) FEET EDGE-TO-EDGE HORIZONTALLY AND 18" (INCHES) EDGE-TO-EDGE VERTICALLY AT ALL CROSSINGS AND BE INSTALLED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATION STANDARD DRAWING 02660-2. WATER AND SEWER (SANITARY AND/OR STORM) SERVICE CONNECTIONS SHALL BE SEPARATED BY A MINIMUM OF 10' (TEN) FEET EDGE-TO-EDGE HORIZONTALLY AT EACH PROPERTY LINE. GENERAL CONTRACTORS AND SUBCONTRACTORS SHALL ONLY ACCEPT FULL SETS OF DRAWINGS. THERE ARE 5 SHEETS IN THIS SET, SHEETS DATED MARCH 22, 2020" ALL WASTE AND UNACCEPTABLE EXCESS MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR. DISPOSAL AREAS ARE TO BE PROVIDED BY THE CONTRACTOR. THE HAUL ROUTE SHALL BE APPROVED BY THE MONTANA DEPARTMENT OF TRANSPORTATION, FLATHEAD COUNTY AND THE ENGINEER. ONLY ACCEPTABLE EXCESS MATERIAL MAY BE PLACED ONSITE AS DETERMINED AND DIRECTED BY THE ENGINEER. THE CONTRACTOR IS REQUIRED TO FURNISH BACKFILL MATERIAL BY IMPORTING FROM A SOURCE APPROVED BY THE ENGINEER. BACKFILL FOR UTILITY TRENCHES SHALL BE TYPE "A" CONSISTING OF TYPE 1 BEDDING UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SUITABILITY OF MATERIALS FOR ANY BACKFILLS SHALL BE IN ACCORDANCE WITH CITY OF KALISPELL PUBLIC WORKS "STANDARDS FOR DESIGN & CONSTRUCTION" STANDARD 3.4.7. QUANTITIES SHOWN ON THE PLANS ARE FOR ESTIMATES ONLY. ACTUAL QUANTITIES TO BE USED FOR THE PURPOSE OF PAYMENT SHALL BE FIELD MEASURED AND VERIFIED AS CONSTRUCTED IN PLACE UNLESS SPECIFIED OTHERWISE AS PER THE CONTRACT DOCUMENTS,. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY WARNING SIGNS, BARRICADES, HAZARD LIGHTING SYSTEMS AND TRAFFIC DELINEATORS FOR PUBLIC SAFETY AND TRAFFIC CONTROL AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A TRAFFIC CONTROL PLAN, WHEN NECESSARY FOR CONSTRUCTION OPERATIONS. ALL CONSTRUCTION RELATED TEMPORARY TRAFFIC CONTROL (TTC) SHALL COMPLY WITH MUTCD, LATEST EDITION. CONTRACTOR SHALL NOTIFY U-DIG @ 1.800.551.8344 FOR ONSITE UTILITIES LOCATION. ALL EXISTING UNDERGROUND UTILITIES SHALL BE MARKED PRIOR TO CONSTRUCTION OPERATIONS. CONTRACTOR PERFORMING SITE UTILITY INSTALLATIONS SHALL COORDINATE LOCATIONS, DEPTHS, AND TYPE OF SERVICE CONNECTIONS TO THE BUILDING(S) WITH THE ARCHITECT AS WELL AS BUILDING CONTRACTOR AND/OR MECHANICAL (PLUMBING) SUBCONTRACTOR THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING WET UTILITIES WITH THE CITY OF KALISPELL PUBLIC WORKS DEPARTMENT. THE CITY OF KALISPELL SHALL PERFORM ALL TAPS ON EXISTING OR ACTIVE WATER MAINS & WILL INSPECT ALL TAPS ON EXISTING OR ACTIVE SEWER MAINS. THE CONTRACTOR SHALL COORDINATE WITH CITY OF KALISPELL PRIOR TO OPERATION OF ANY EXISTING VALVES OR HYDRANTS OR ENTRY INTO ANY CONFINED SPACES UNDER THE CITY OF KALISPELL'S JURISDICTION. CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL MONUMENTS, VALVE BOXES, HYDRANTS, CURB INLETS, VAULTS, MANHOLES AND OTHER UTILITY INFRASTRUCTURE TO FINAL GRADE UPON ESTABLISHMENT OF SAME. ALL EXCAVATION, TRENCHING, PIPE INSTALLATION, AND BACKFILLING AS WELL AS ANY CONFINED SPACE ENTRY SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS AND ALL APPLICABLE GUIDELINES OF THE MONTANA DEPARTMENT OF LABOR AND INDUSTRY. ALL INSTALLATION OF DRY UTILITIES (ELECTRIC; TELEPHONE; CABLE/COMMUNICATIONS AND ALL SUBJECT CONDUITS, NATURAL GAS/PROPANE) SHALL BE COORDINATED BY CONTRACTOR AND OWNER. INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. UNIFORM PLUMBING CODE (UPC), INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. INTERNATIONAL MECHANICAL CODE (IMC), INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. NATIONAL ELECTRIC CODE (NEC), OF THE NATIONAL FIRE PROTECTION ASSOCIATION. LIFE SAFETY CODE (LSC), NATIONAL FIRE PROTECTION ASSOCIATION. INTERNATIONAL FIRE CODE (IFC), INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS AND WESTERN FIRE CHIEFS ASSOCIATION, INC. NATIONAL FIRE CODE (NFC), NATIONAL FIRE PROTECTION ASSOCIATION. SNOW LOAD ANALYSIS FOR MONTANA, THE STRUCTURAL ENGINEERS OF MONTANA. AMERICANS WITH DISABILITIES ACT OF 1994. ALL LOCAL AND STATES CODES. INTERNATIONAL ENERGY CONSERVATION CODE 27 28 29 30 31 26 25 24 23 22 21 20 19 18 17 16 15 9 7 6 5 4 3 2 1 A B C D E F G H I J K CONCRETE NOTES: 1.CONCRETE SHALL BE M-4000 W/ 3 4" MAX. AGGREGATE AND A MIN. 28-DAY STRENGTH OF 4000 P.S.I.. 6%+/- 1 1/2% AIR ENTRAINMENT AND MAX. SLUMP OF FOUR (4) INCHES. 2.CONTRACTION JOINTS SHALL BE SPACED THE SAME DIMENSION AS WIDTH BUT NOT TO EXCEED SIX (6) FEET EA. WAY. CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWCUT OR SCORED. A TOOL SHALL BE USED WHICH WILL LEAVE CORNERS RADIUSED AND DESTROY AGGREGATE INTERLOCK FOR THE SPECIFIED MIN. DEPTH. CONTRACTION JOINTS SHALL BE A MIN. OF 1 4 TOTAL DEPTH OF CONCRETE. 3. EXPANSION JOINTS, USING 1 2" MATERIAL SHALL BE SPACED @ 45 FEET O.C. MAX 4. ALL SIDEWALK WIDER THAN SIX (6) FEET, SHALL BE SAWCUT LENGTHWISE DOWN THE C.L. A MIN. OF 14 THE DEPTH OF CONCRETE. 5. ALL EDGES AND JOINTS SHALL BE ROUNDED W/ A TOOL OF MIN. 14" RADIUS. 8 UNDERGROUND UTILITIES WERE NOT LOCATED FOR THIS PLAN. LOCATION, DEPTH, SIZE AND TYPE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. UTILITIES SHOWN MAY NOT BE COMPREHENSIVE, COMPLETE, OR ACCURATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE APPROPRIATE UTILITY COMPANIES AND VERIFY THE EXACT LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION OPERATIONS. CONTRACTOR SHALL FIELD VERIFY LOCATION, DEPTH, GRADE, SIZE, AND TYPE OF ALL UTILITIES AND CONNECTIONS THAT ARE RELEVANT TO PROJECT COMPLETION AND/OR CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT CONTRACTORS EXPENSE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. CONTRACTOR SHALL CONDUCT ALL OPERATIONS ENTIRELY WITHIN THE PROJECT PROPERTY AND RIGHT-OF-WAY PROVIDED, UNLESS THE CONTRACTOR RECEIVES WRITTEN PERMISSION FROM ANY ENCROACHED UPON PROPERTY OWNER SO INDICATING THAT THE CONTRACTOR HAS AUTHORITY TO DO OTHERWISE. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATE, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS NOT LOCATED IN THE PUBLIC RIGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. ANY COST ASSOCIATED WITH RELOCATION OR REINSTALLATION OF ANY EXISTING UTILITIES OR PRIVATE PROPERTY IMPROVEMENT, CULVERTS IN DRIVEWAYS OR WATER SERVICE LINES AND/OR CURB STOPS TO ELIMINATE CONFLICTS THAT BECOME APPARENT IN PERFORMANCE OF THE WORK ASSOCIATED WITH THIS CONTRACT SHALL BE DEEMED INCIDENTAL AND INCLUDED IN THE UNIT PRICE SO INDICATED IN THE APPROPRIATE ITEMS. NO EXTRA COMPENSATION WILL BE ALLOWED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES, FIRE OR THEFT RESULTING FROM THE PERFORMANCE OF CONSTRUCTION OPERATIONS. ANY DAMAGE DONE TO OFF-SITE EXISTING IMPROVEMENTS, UTILITIES, LANDSCAPING OR OTHER PROPERTY, AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ALL TREES, SHRUBS, LAWN AREAS, ETC., OTHER THAN THOSE MARKED FOR REMOVAL, THAT ARE DAMAGED OR DESTROYED DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL RESTORE ALL PAVEMENTS AND GRAVELED OR OTHER ROAD, LOT, PATH OR OTHER SURFACES TO PRE-EXISITNG CONDITION OR BETTER TO SATISFACTION OF OWNER, PROJECT ENGINEER, AND ANY RELEVANT GOVERNING AUTHORITY. 10 11 12 14 MINIMUM DEPTH OF COVER FOR GRAVITY SEWER MAINS UNLESS OTHERWISE SHOWN ON PLANS SHALL BE 4.0 FEET ATOP PIPE CROWN.MINIMUM DEPTH OF COVER FOR PRESSURE SEWER MAINS UNLESS OTHERWISE SHOWN ON PLANS SHALL BE 6.0 FEET ATOP PIPE CROWN.MINIMUM DEPTH OF COVER FOR WATER MAINS UNLESS OTHERWISE SHOWN ON PLANS SHALL BE 6.0 FEET ATOP PIPE CROWN. CONTRACTOR SHALL ENSURE ALL WET UTILITY SERVICE STUBS SHALL BE SUITABLY CAPPED/VALVED/PLUGGED FOR VENTING, FLUSHING AND PRESSURE TESTING OF THE SERVICE MAINS. INDIVIDUAL SEWER AND WATER SERVICE CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. ALL CONSTRUCTION TO CONFORM WITH APPLICABLE COVENANTS AND SUBDIVISION REGULATIONS. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR WATER IF REQUIRED FOR COMPACTION, DUST PREVENTION MEASURES, AND FOR TESTING OF LINES. CONTRACTOR SHALL PROVIDE ANY REQUIRED GROUND WATER DEWATERING TO CONSTRUCT THE PROJECT. CONTRACTOR SHALL DISPOSE OF DEWATERING WATER IN A MANNER TO NOT ADVERSELY AFFECT THE ADJACENT PROPERTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PERMITTING REQUIRED FOR GROUND WATER DISPOSAL SITE DESIGN IS BASED UPON ENGINEER'S UNDERSTANDING OF THE EXISTING SITE CONDITION. CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED THE CONTRACTOR SHALL THE ENGINEER AS TO THE DISCREPANCY. CONTRACTOR SHALL NOTIFY THE OWNER OF ANY CONFLICT PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK THAT WOULD BE AFFECTED 32 13 ALL PAVEMENT STRIPING SHALL BE HAZARD YELLOW OR WHITE AS INDICATED, DOUBLE COATED, W/ A MINIMUM 4 HRS BETWEEN APPLICATIONS. ALL STRIPING SHALL BE FOUR (4) INCHES IN WIDTH UNLESS OTHERWISE NOTED. CONCRETE LAMP BASES THAT ENCROACH UPON PARKING SPACES SHALL BE PAINTED HAZARD YELLOW, TWO COATS. ALL POLLUTANTS EXCEPT SEDIMENT RETAINED ON-SITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER CONSISTENT WITH THE SWPPP FOR THIS CONSTRUCTION PROJECT. SPOT ELEVATIONS, IF SHOWN, REFERENCE: TOP OF CURB (TC); FLOWLINE (FL); FINISHED GRADE (FG). FINISHED GRADE TYPICALLY REPRESENTS TOP OF PAVEMENT. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCY OR CONFUSION REGARDING GRADING PLAN ELEVATIONS TO THE ENGINEER FOR CLARIFICATION OR CORRECTION PRIOR TO INSTALLATION OF RELEVANT INFRASTRUCTURE. ALL SITEWORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE GENERAL NOTES. CURB RADII ARE MEASURED TO BACK OF CURB. OTHER RADII SUCH AS MONOLITHIC SIDEWALK OR EDGE OF PAVEMENT ARE TO OUTSIDE EDGE. 5 4 3 2 1 SITE / GRADING NOTES: ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS SPECIFIED OTHERWISE.6 ALL POLLUTANTS EXCEPT SEDIMENT RETAINED ON-SITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER CONSISTENT WITH THE SWPPP FOR THIS CONSTRUCTION PROJECT. ALL SITEWORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE GENERAL NOTES. CATCH BASIN / STORM INLET PROTECTION TO BE USED FOR ALL EXISTING AND NEW STORM INLETS WITHIN THE CONSTRUCTION LIMITS IN ACCORDANCE WITH THE SWPPP FOR THIS CONSTRUCTION PROJECT. DRAINAGE NOTES: ALL CATCH BASIN AND MANHOLE PENETRATIONS FOR STORM SEWER CONVEYANCE MAINS SHALL BE GROUTED TO ENSURE A WATERTIGHT CONNECTION. 3 2 1 4 ALL STORMSEWER MANHOLE COVERS SHALL BE TRAFFIC RATED UNLESS OTHERWISE NOTED. STORMSEWER MANHOLE COVERS SHALL BE APPROX. FLUSH WITH PAVEMENT (RECESS 0.01 FEET). WHERE STORM SEWER MANHOLES ARE LOCATED OUTSIDE PAVED AREAS RIM ELEVATION SHALL BE PER PLAN FOR SLOTTED LIDS AND 0.5 FEET ABOVE FINISHED GRADE FOR SOLID COVERS. ALL SOLID MANHOLE COVERS SHALL BE LABELED "STORM SEWER". 5 UTILITIES NOTES: 1.ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE GENERAL NOTES. 2.ALL FILL MATERIALS SHALL BE IN PLACE AND COMPACTED TO SUBGRADE PRIOR TO INSTALLATION OF TRENCHED UTILITIES. 3.CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITY PROVIDER A MIN. 72 HOURS PRIOR TO ANY OUTAGE OR CONNECTION TO EXISTING LINE. 4.CONTRACTOR SHALL NOTIFY ENGINEER FOR INSPECTION AND DOCUMENTATION PRIOR TO BACKFILL OF ANY TRENCHED UTILITIES. 5.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY PROVIDERS SHALL BE PERFORMED PRIOR TO SERVICES ACTIVATIONS. 6.ALL PARALLEL UTILITY INSTALLATION SHALL MAINTAIN TEN (10) FOOT SEPARATION O.C. UNLESS THE APPROPRIATE UTILITY HAS GRANTED AUTHORITY FOR COMMON INSTALLATION. 7.GAS UTILITY IF SHOWN IS FOR COORDINATION ONLY. GAS MAIN AND METER TO BE INSTALLED BY GAS UTILITY PROVIDER. 8.CONTRACTOR SHALL SUPPLY TO UTILITY PROVIDER ANY MATERIALS GUARANTEE OR WARRANTY FURNISHED WITH PURCHASE OF UTILITY INFRASTRUCTURE. 9.CONTRACTOR SHALL MARK ALL STUBOUT LOCATIONS AS DETAILED IN THESE PLANS OR AS REQUIRED BY THE UTILITY PROVIDER. 30 CONTRACTOR SHALL PROTECT AND PRESERVE SURVEY MONUMENTS AND CORNERS WITHIN THE PROJECT LIMITS. SURVEY MONUMENTS OR CORNERS DISTURBED SHALL BE REPLACED BY A LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. MONUMENTS OR CORNERSPOTENTIALLY REQUIRING RELOCATION OR RESET DUE TO CHANGES IN SURFACE OR FINISHED GRADE SHOULD BE NOTED TO THE ENGINEER PRIOR TO ANY DISTURBANCE OR NO CONSIDERATION FOR PAYMENT WILL BE ALLOWED. ALL UNDERGROUND DETENTION PIPE JOINTS SHALL BE WATERTIGHT AND SHALL MEET HS-20 LOADING.6 GE N E R A L NO T E S En g i n e e r i n g 40 6 . 3 9 3 . 2 1 2 7 ww w . a p e c - m t . c o m so m e r s , m o n t a n a C701 PROJECT NO. 240411 DESIGN MAL 08/22/2024 CADD MAL 08/22/2024 CHECK REVIEW PR O J E C T : CA R B O N R E C A L L - 1 2 5 O L D S C H O O L D R I V E LO C A T E D I N : SE C T I O N 3 3 , T 2 8 N , R 2 1 W , P M M , F L A T H E A D C O U N T Y , M O N T A N A FO R : JA M E S V O G E L RE V I E W S E T - N O T F O R C O N S T R U C T I O N DA T E DE S RE V I S I O N D E S C R I P T I O N CA D D CH K RV W RE V 1 2 3 4 5 6 7 8 \\ C E N T R A L \ O f f i c e \ P r o j e c t s \ _ A P E C J o b s \ C o n o v e r P a t r i c k - C a r b o n R e c a l l - 2 4 0 4 1 1 \ D r a w i n g s \ A P E C C i v i l 8 - 3 1 - 2 0 2 4 . d w g , C 7 0 1 - G E R N E R A L N O T E S , 8 / 3 1 / 2 0 2 4 1 1 : 5 5 : 1 1 A M LOT 17 0 SCALE 1" = ' 1010 10 SHEET: IRON ROCK Building on SolidFoundations 460 E. 300 SOUTHKANAB, UTAH 84741 435-644-2031www.ironrockeng.com RE V # : SCALE: DRAWN BY: IN I T I A L S U B M I T T A L : DA T E : D E S C R I P T I O N : ©ALL PLANS, CONSTRUCTION DOCUMENTS, RENDERINGS, MODELS,DESIGN CONCEPTS,AND SO FORTH CONSTITUTE INTELLECTUALPROPERTY OF IRON ROCK ENGINEERING AND ANY AFFILIATEDPARTNERS AND IS COPYRIGHT PROTECTED UNDER SECTION 102 OFTHE COPYRIGHT ACT (TITLE 17 OF THE UNITED STATES CODE), ASAMENDED ON DECEMBER 1, 1990. ANY REPRODUCTION,DISTRIBUTION,PUBLISHING, INFRINGEMENT, OR USE IN ANY WAY, IN WHOLE OR INPART, WITHOUT PRIOR WRITTEN AGREE- MENT FROM IRON ROCKENGINEERING CONSTITUTES VIO- LATIONOFCOPYRIGHTANDISEXPRESSLY PROHIBITED.. KA L I S P E L L . M O N T A N A CA R B O N R E C A L L 8/ 1 / 2 0 2 3 E5.0 1" = 10' GA SI T E P H O T O M E T R I C P L A N REV I E W S E T NOT F O R CON S T R U C T I O N 9/12 / 2 0 2 4 POLE LIGHTS (P1) WALL MOUNTED LIGHTS LIGHTS (W1) D-Series Size 1LED Area Luminaire CatalogNumberNotes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction SpecificationsEPA: Length:Width: Height H1: Height H2:Weight(max): 1.01 ft2(0.09 m2)33”(83.8 cm)13”(33.0 cm)7-1/2”(19.0 cm)3-1/2” 27 lbs(12.2 kg) LL H2H1H WW The modern styling of the D-Series is strikingyet unobtrusive - making a bold, progressivestatement even as it blends seamlessly with itsenvironment. The D-Series distills the benefitsof the latest in LED technology into a highperformance, high efficacy, long-life luminaire.The outstanding photometric performanceresults in sites with excellent uniformity, greaterpole spacing and lower power density. It isideal for replacing up to 750W metal halide inpedestrian and area lighting applications withtypical energy savings of 65% and expectedservice life of over 100,000 hours. A+ Capable options indicatedby this color background. Ordering InformationDSX1 LEDSeries DSX1 LED LEDs Forward opticsP1P2P3 P111 P4P5P6Rotated opticsP101 P121P131 P7P8P9 Color temperature 30K40K50K3000 K4000 K5000 K T1ST2S EXAMPLE: DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD Distribution Type I shortType II shortT2M Type II mediumT3SType III shortT3M Type III mediumT4M Type IV mediumTFTM Forward throwmedium T5VS Type V very shortT5S Type V shortT5M Type V mediumT5W Type V wideBLC Backlight control 2LCCO Left corner cutoff 2RCCO Right corner cutoff 2 Voltage MVOLT 3120 4208 4240 4277 4347 4480 4 Mounting Shipped includedSPARPAWBASPUMBARPUMBA Square pole mountingRound pole mountingWall bracketSquare pole universal mounting adaptor 5Round pole universal mounting adaptor 5Shipped separatelyKMA8 DDBXD U Mast arm mounting bracket adaptor(specify finish) 6 Control options Other options Shipped installedNLTAIR2PIRHNPERPER5PER7DMG DS PIRnLight AIR generation 2 enabled 7Network, high/low motion/ambient sensor 8NEMA twist-lock receptacle only (controls ordered separate) 9Five-pin receptacle only (controls ordered separate) 9,10Seven-pin receptacle only (controls ordered separate) 9,100-10v dimming wires pulled outside fixture (for use with anexternal control, ordered separately) 11Dual switching 12,13,14 PIRHPIR1FC3V FAO High/low, motion/ambient sensor, 8-15’ mounting height,ambient sensor enabled at 5fc 15,16High/low, motion/ambient sensor, 15-30’ mounting height,ambient sensor enabled at 5fc 15,16High/low, motion/ambient sensor, 8-15’ mounting height,ambient sensor enabled at 1fc 15,16PIRH1FC3V Bi-level, motion/ambient sensor, 15-30’ mounting height,ambient sensor enabled at 1fc 15,16Field adjustable output 14 Shipped installedHSSFDFL90 House-side shield 17Single fuse (120, 277, 347V) 4Double fuse (208, 240, 480V) 4Left rotated optics 1R90 Right rotated optics 1Shipped separatelyBS Bird spikes 18EGS External glare shield 18 Finish (required) DDBXDDBLXDDark bronzeBlackDNAXD Natural aluminumDWHXD WhiteDDBTXD Textured dark bronzeDBLBXD Textured blackDNATXD Textured naturalaluminumDWHGXD Textured white One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com© 2011-2019 Acuity Brands Lighting, Inc. All rights reserved.DSX1-LEDRev. 11/25/19Page 1 of 8COMMERCIAL OUTDOOR H Photometric Diagrams 4321012340.1 fc0.5 fc1.0 fc 43210 -4-3-2-1 To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s D-Series Area Size 1 homepage.Isofootcandle plots for the DSX1 LED 60C 1000 40K. Distances are in units of mounting height (25’).LEGEND 443210 T1S -4-3-2-1 3210123 4 43210 T2M -4-3-2-1 43210123 4 43210 T2S -4-3-2-1 432101234 T3M 443210 -4-3-2-1 32101234 443210 T3S -4-3-2-1 3210123 4 43210 T4M -4-3-2-1 43210123 4 43210 TFTM -4-3-2-1 432101234 T5VS 443210 -4-3-2-1 32101234 443210 T5S -4-3-2-1 32101234 43210 T5M -4-3-2-1 432101234 43210 T5W -4-3-2-1 432101234 BLC 443210 -4-3-2-1 32101234 443210 LCCO -4-3-2-1 32101234 RCCO One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com© 2011-2019 Acuity Brands Lighting, Inc. All rights reserved.DSX1-LEDRev. 11/25/19Page 3 of 8COMMERCIAL OUTDOOR Test N o . L T L 2 3 2 1 1 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No. L T L 2 3 2 1 1 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No . L T L 2 3 2 1 1 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No . L T L 2 3 2 1 1 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test N o . L T L 2 3 1 6 4 B t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No. L T L 2 3 1 6 4 B t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No . L T L 2 3 1 6 4 B t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No . L T L 2 3 1 6 4 B t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No. L T L 2 3 2 2 2 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No . L T L 2 3 2 2 2 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No . L T L 2 3 2 2 2 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No. L T L 2 3 2 7 1 t e s t e d i n a c c o r d a n c e w i t h IESN A L M - 7 9 - 0 8 . Test No . L T L 2 3 2 7 1 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Test No . L T L 2 3 2 7 1 t e s t e d i n a c c o r d a n c e w i t h IESNA L M - 7 9 - 0 8 . Performance DataLumen Ambient Temperature (LAT) Multipliers Ambient Use these factors to determine relative lumen output for average ambient temperaturesfrom 0-40°C (32-104°F). 0°C5°C10°C15°C20°C25°C30°C35°C40°C 32°F41°F50°F50°F68°F77°F86°F95°F104°F Projected LED Lumen MaintenanceData references the extrapolated performance projections for the platforms noted in a25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 andprojected per IESNA TM-21-11).To calculate LLF, use the lumen maintenance factor that corresponds to the desired numberof operating hours below. For other lumen maintenance values, contact factory.Operating Hours025,00050,000100,000 Motion Sensor Default SettingsOptionDimmedStatePIR or PIRH 3V (37%)Output*PIR1FC3V orPIRH1FC3V3V (37%)Output High Level(whentriggered)10V (100%)Output10V (100%)Output PhototcellOperationDwellTimeEnabled @ 5FC 5 minEnabled @ 1FC 5 min*for use when motion sensor is used as dusk to dawn control. Ramp-upTime3 sec3 sec Ramp-downTime5 min5 min Lumen Maintenance Factor1.000.960.920.85 Rotated Optics(Requires L90or R90) Lumen Multiplier1.041.041.031.021.011.000.990.980.97 Electrical Load Current (A)PerformancePackage Forward Optics(Non-Rotated) P1P2P3P4P5P6P7P8P9P10P11P12P13 LED Count30303030304040606060606060 DriveCurrent530700105012501400125014001050125053070010501250 Wattage5470102125138163183207241106137207231 1200.450.590.861.061.161.361.531.742.010.901.151.741.93 2080.260.340.500.600.670.780.880.981.160.520.670.991.12 2400.230.300.440.520.580.680.760.871.010.470.600.870.97 2770.190.250.380.460.510.590.660.760.890.430.530.760.86 3470.100.200.300.370.400.470.530.640.700.330.420.600.67 4800.120.160.220.270.290.340.380.490.510.270.320.460.49 Controls OptionsNomenclature FAO DS PER5 or PER7 PIR or PIRH NLTAIR2 PIRHN Descripton Field adjustable output device installed inside thelumiaire; wired to the driver dimming leads. Drivers wired independantly for 50/50luminaire operation Twist-lock photocell recepticle Motion sensors with integral photocell. PIR for8-15' mounting; PIRH for 15-30' mounting nLight AIR enabled luminaire for motion sensing,photocell and wireless communication. Functionality Allows the lumiaire to be manually dimmed,effectively trimming the light output. The luminaire is wired to two separate circuits,allowing for 50/50 operation. Compatible with standard twist-lock photocellsfor dusk to dawn operation, or advanced control nodesthat provide 0-10V dimming signals. Luminaires dim when no occupancy is detected. Motion and ambient light sensing with group response.Scheduled dimming with motion sensor over-ride whenwirelessly connected to the nLight Eclypse. Primary control device FAO device Independently wired drivers Twist-lock photocells such as DLL Eliteor advanced control nodes such as ROAM. Acuity Controls SBGR nLight Air rSDGR Notes Cannot be used with other controls options thatneed the 0-10V leads Requires two seperately switched circuits. ConsidernLight AIR as a more cost effective alternative. Pins 4 & 5 to dimming leads on driver, Pins 6 & 7are capped inside luminaire Also available with PIRH1FC3V when the sensorphotocell is used for dusk-to-dawn operation. nLight AIR sensors can be programmed and commissionedfrom the ground using the ClAIRity Pro app. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com© 2011-2019 Acuity Brands Lighting, Inc. All rights reserved.DSX1-LEDRev. 11/25/19Page 4 of 8COMMERCIAL OUTDOOR Performance Data Lumen OutputLumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts Contact factory forperformance data on any configurations not shown here.Forward Optics LED CountDriveCurrent PowerPackageSystemWatts Dist.TypeT1ST2ST2MT3ST3MT4M30 530 P1 54W TFTMT5VST5ST5MT5WBLCLCCORCCOT1ST2ST2MT3ST3MT4M30 700 P2 70W TFTMT5VST5ST5MT5WBLCLCCORCCOT1ST2ST2MT3ST3MT4M30 1050 P3 102W TFTMT5VST5ST5MT5WBLCLCCORCCOT1ST2ST2MT3ST3MT4M30 1250 P4 125W TFTMT5VST5ST5MT5WBLCLCCORCCOT1ST2ST2MT3ST3MT4M30 1400 P5 138W TFTMT5VST5ST5MT5WBLCLCCORCCO 30K 40KLumens6,4576,4506,4836,2796,4686,3276,4646,7226,7286,7116,6675,2993,9433,9438,2498,2408,2838,0218,2638,0838,2578,5888,5958,5738,5176,7705,0385,03811,66111,64811,70811,33911,68011,42611,67312,14012,15012,11912,0409,5707,1217,12113,43513,42113,49013,06413,45713,16513,44913,98713,99913,96313,87211,0278,2058,20514,67914,66414,73914,27414,70414,38414,69515,28315,29515,25715,15712,0488,9658,965 (3000 K, 70 CRI)B2212111223311122222223333111222222233441113323222434411133332224344111 U0000000000000000000000000000000000000000000000000000000000000000000000 G2212222011212222222220122222222223211232333323233112323333333331123233 LPW120119120116120117120124125124123987373118118118115118115118123123122122977272114114115111115112114119119119118947070107107108105108105108112112112111886666106106107103107104106111111111110876565 Lumens6,9566,9496,9846,7646,9676,8166,9637,2427,2487,2297,1825,7094,2484,2488,8868,8778,9238,6418,9018,7088,8969,2529,2599,2369,1757,2935,4275,42712,56212,54812,61312,21512,58212,30912,57513,07813,08913,05612,97010,3107,6717,67114,47314,45814,53214,07414,49714,18214,48815,06815,08015,04214,94411,8798,8398,83915,81415,79715,87815,37715,84015,49615,83016,46416,47716,43516,32812,9799,6579,657 (4000 K, 70 CRI)B2222111323311122222223334111332322233441113333222434411133333334444111 U0000000000000000000000000000000000000000000000000000000000000000000000 G2222222011222222222220122222332323311232333333233112323333333331123233 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com© 2011-2019 Acuity Brands Lighting, Inc. All rights reserved.COMMERCIAL OUTDOOR LPW129129129125129126129134134134133106797912712712712312712412713213213213110478781231231241201231211231281281281271017575116116116113116113116121121120120957171115114115111115112115119119119118947070 Lumens7,0447,0377,0736,8507,0566,9027,0517,3347,3407,3217,2735,7814,3024,3028,9998,9899,0368,7519,0148,8189,0089,3699,3769,3539,2917,3865,4965,49612,72112,70712,77312,37012,74212,46512,73413,24413,25413,22113,13410,4407,7687,76814,65714,64114,71614,25214,68114,36214,67215,25915,27115,23315,13312,0298,9518,95116,01415,99716,07915,57216,04015,69216,03016,67216,68616,64416,53413,1439,7809,780 50K(5000 K, 70 CRI)B2222111323311122222223334111332322233441113333222434411133333334444111 U0000000000000000000000000000000000000000000000000000000000000000000000 G2222222012222222222220122222332323311232333333233112323333333331123233 LPW130130131127131128131136136136135107808012912812912512912612913413413413310679791251251251211251221251301301301291027676117117118114117115117122122122121967272116116117113116114116121121121120957171 DSX1-LEDRev. 11/25/19Page 5 of 8 Performance Data Lumen OutputLumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory forperformance data on any configurations not shown here.Forward Optics LED CountDriveCurrentPowerPackageSystemWatts Dist.TypeT1ST2ST2MT3ST3MT4M40 1250 P6 163W TFTMT5VST5ST5MT5WBLCLCCORCCOT1ST2ST2MT3ST3MT4M40 1400 P7 183W TFTMT5VST5ST5MT5WBLCLCCORCCOT1ST2ST2MT3ST3MT4M60 1050 P8 207W TFTMT5VST5ST5MT5WBLCLCCORCCOT1ST2ST2MT3ST3MT4M60 1250 P9 241W TFTMT5VST5ST5MT5WBLCLCCORCCO 30K Lumens17,65417,63517,72617,16717,68317,29917,67218,37918,39418,34818,22814,48910,78110,78119,22719,20619,30518,69619,25818,84019,24620,01720,03319,98319,85215,78011,74211,74222,49022,46622,58221,87022,52722,03822,51323,41523,43423,37423,22118,45813,73513,73525,57525,54825,68024,87025,61725,06125,60226,62626,64826,58126,40620,99015,61915,619 (3000 K, 70 CRI)B33333334445211333333344452223333333545522233333335455222 U00000000000000000000000000000000000000000000000000000000 G33333331223233333334412233333434444123433334344441234344 LPW108108109105108106108113113113112896666105105105102105103105109109109108866464109109109106109106109113113113112896666106106107103106104106110111110110876565 Lumens19,01818,99819,09618,49319,04918,63519,03819,80019,81619,76619,63615,60911,61411,61420,71220,69020,79720,14120,74620,29620,73421,56421,58121,52721,38616,99912,64912,64924,22824,20224,32723,56024,26823,74124,25325,22425,24425,18125,01619,88514,79614,79627,55127,52227,66426,79127,59726,99727,58028,68428,70728,63528,44722,61216,82516,825 40K(4000 K, 70 CRI)B33333334445211333333344552223333333545522233333335555222 U00000000000000000000000000000000000000000000000000000000 G33333441223333333334412333333434444123434434344441234344 LPW117117117113117114117121122121120967171113113114110113111113118118118117936969117117118114117115117122122122121967171114114115111115112114119119119118947070 Lumens19,25919,23819,33718,72719,29018,87119,27920,05020,06620,01619,88515,80611,76111,76120,97520,95221,06020,39621,00920,55320,99621,83721,85421,79921,65617,21412,80912,80924,53524,50924,63523,85824,57524,04124,56025,54325,56425,49925,33220,13614,98314,98327,90027,87128,01427,13027,94627,33927,92929,04729,07028,99728,80722,89817,03817,038 50K(5000 K, 70 CRI)B33333334445222333333344552223333333545522233333335555222 U00000000000000000000000000000000000000000000000000000000 G33333441223333333434412333333434444123434434344441234344 LPW118118119115118116118123123123122977272115114115111115112115119119119118947070119118119115119116119123123123122977272116116116113116113116121121120120957171 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com© 2011-2019 Acuity Brands Lighting, Inc. All rights reserved.DSX1-LEDRev. 11/25/19Page 6 of 8COMMERCIAL OUTDOOR WDGE2 LEDArchitectural Wall Sconce CatalogNumber Notes Type Hit the Tab key or mouse over the page to see all interactive elements.Introduction SpecificationsDepth:Height:Width:Weight:(without options) 7”9”11.5”13.5 lbs WD The WDGE LED family is designed to meetspecifier’s every wall-mounted lighting need ina widely accepted shape that blends with anyarchitecture. The clean rectilinear design comesin four sizes with lumen packages ranging from1,200 to 25,000 lumens, providing a true site-widesolution. Embedded with nLight® AIR wirelesscontrols, the WDGE family provides additionalenergy savings and code compliance.WDGE2 delivers up to 6,000 lumens with a soft,non-pixelated light source, creating a visuallycomfortable environment. When combined withmultiple integrated emergency battery backupoptions, including an 18W cold temperatureoption, the WDGE2 becomes the ideal wall-mounted lighting solution for pedestrian scaleapplications in any environment.WDGE LED Family Overview Lumens (4000K)Luminaire WDGE1 LEDWDGE2 LEDWDGE3 LEDWDGE4 LED Standard EM, 0°C 4W10W15W-- Ordering Information SeriesWDGE2 LEDPackageP1 1P2 1P3 1P4 1P5 1 P1SWP2SWP3SWDoor with small window(SW) is required toaccommodate sensors. Seepage 2 for more details. Color Temperature27K30K35K40K50K 2 2700K3000K3500K4000K5000K CRI80CRI90CRI DistributionVFVisual comfortforward throwVW Visual comfortwide Cold EM, -20°C --18W18W-- Sensor P1--Standalone / nLight 1,2001,2007,50012,000 P22,0002,0008,50016,000 P3--3,00010,00018,000 P4--4,50012,00020,000 P5--6,000--22,000 P6------25,000 EXAMPLE: WDGE2 LED P3 40K 80CRI VF MVOLT DDBXD VoltageMVOLT347 3480 3 MountingShipped includedSRMAWSSurface mountingbracket3/8inch Architecturalwall spacer Shipped separatelyBBW Surface-mounted back boxPBBW Premium surface-mountedback box (top, left, rightconduit entry) OptionsE4WH PE 4DS 5DMG 6BCE FinishEmergency battery backup, CEC compliant (4W, 0°C min)E10WH Emergency battery backup, CEC compliant (10W, 5°C min)E20WCEmergency battery backup, CEC compliant (18W, -20°C min)Photocell, Button TypeDual switching (comes with 2 drivers and 2 light engines;see page 3 for details)0-10V dimming wires pulled outside fixture (for use withan external control, ordered separately)Bottom conduit entry for premium back box (PBBW). Totalof 4 entry points. Standalone Sensors/Controls (only available with P1SW, P2SW & P3SW)PIRPIRHPIR1FC3VPIRH1FC3V Bi-level (100/35%) motion sensor for 8-15’ mounting heights. Intended for use onswitched circuits with external dusk to dawn switching.Bi-level (100/35%) motion sensor for 15-30’ mounting heights. Intended for use onswitched circuits with external dusk to dawn switchingBi-level (100/35%) motion sensor for 8-15’ mounting heights with photocell pre-programmed for dusk to dawn operation.Bi-level (100/35%) motion sensor for 15-30’ mounting heights with photocell pre-programmed for dusk to dawn operation.Networked Sensors/Controls (only available with P1SW, P2SW & P3SW)NLTAIR2 PIRNLTAIR2 PIRHSee page 4 for out of box functionality COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2019 Acuity Brands Lighting, Inc. All rights reserved.WDGE2 LEDRev. 11/25/19 nLightAIR Wireless enabled bi-level motion/ambient sensor for 8-15’ mounting heights.nLightAIR Wireless enabled bi-level motion/ambient sensor for 15-30’ mounting heights. DDBXDDBLXDDNAXDDWHXDDSSXDDDBTXDDBLBXDDNATXD Dark bronzeBlackNatural aluminumWhiteSandstoneTextured dark bronzeTextured blackTextured natural aluminumDWHGXD Textured whiteDSSTXDTextured sandstone H AccessoriesOrdered and shipped separately.WDGEAWS DDBXD UWDGE 3/8inch Architectural Wall Spacer (specify finish)WDGE2PBBW DDBXD U WDGE2 Premium surface-mounted back box (specify finish)WSBBW DDBXD USurface - mounted back box (specify finish) NOTES1 P1-P5 not available with sensors/controls. Sensors/controls only availablewith P1SW, P2SW and P3SW.2 50K not available in 90CRI3 347V and 480V not available with E4WH, E10WH, E20WC or DS.4 PE not available in 480V or with sensors/controls5 DS option not available with E4WH, E10WH, E20WC or sensors/controls.6 DMG option not available with sensors/controls Small Window (SW) configurationPower Packages: P1SW, P2SW, P3SW Configuration with sensors/controlsPower Packages: P1SW, P2SW, P3SW Default configuration with no sensors/controls.Power Packages: P1, P2, P3, P4, P5 Performance DataLumen OutputLumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown,within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here.PerformancePackage P1 / P1SW P2 / P2SW P3 / P3SW P4 P5 27K (2700K, 80 CRI)System Watts 10W VWVF15WVWVF23WVWVF35WVWVF48WVW Electrical LoadPerformancePackage P1 / P1SW P2 / P2SW P3 / P3SW P4 P5 Current (A)System Watts 10W13W15W18W23W26W35W38W48W52W 120V0.082--0.132--0.195--0.302--0.434-- 208V0.049--0.081--0.114--0.175--0.241-- 240V0.043--0.072--0.100--0.152--0.211-- 277V0.038--0.064--0.088--0.134--0.184-- Lumen Ambient Temperature (LAT) Multipliers Ambient Use these factors to determine relative lumen output for average ambienttemperatures from 0-40°C (32-104°F). 0°C10°C20°C25°C30°C40°C 32°F50°F68°F77°F86°F104°F Lumen Multiplier1.031.021.011.000.990.98 COMMERCIAL OUTDOOR 347V--0.046--0.056--0.079--0.115--0.157 480V--0.033--0.041--0.058--0.086--0.119 Projected LED Lumen MaintenanceData references the extrapolated performance projections for the platforms noted in a 25°Cambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected perIESNA TM-21-11).To calculate LLF, use the lumen maintenance factor that corresponds to the desired number ofoperating hours below. For other lumen maintenance values, contact factory.Operating HoursLumen Maintenance Factor 01.0 25,000>0.96 50,000>0.95 100,000>0.91 Dist. TypeVFLumens1,1661,1971,8781,9272,9082,9834,0964,2025,5675,711 LPW119122129133129132117120115118 30K (3000K, 80 CRI)Lumens1,2091,2411,9471,9973,0153,0934,2474,3575,7725,921 LPW123126134137134137121125119122 35K (3500K, 80 CRI)Lumens1,2511,2842,0152,0673,1193,2004,3944,5085,9726,127 LPW128131139142138142126129123126 40K (4000K, 80 CRI)Lumens1,2561,2892,0232,0753,1323,2134,4124,5265,9966,151 Lumen Multiplier for 90CRIMultiplierCCT27K30K35K40K50K 0.8450.8670.8450.8850.898 LPW128131139143139143126129124127 50K (5000K, 80 CRI)Lumens1,2541,2862,0192,0713,1263,2064,4034,5175,9846,139 LPW128131139143139142126129124127 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2019 Acuity Brands Lighting, Inc. All rights reserved.WDGE2 LEDRev. 11/25/19 Photometric Diagrams LEGEND0.25 fc0.5 fc 3.0 fc1.0 fc MH = 10ftGrid = 10ft x 10ft WDGE2 LED P3 40K 80CRI VW WDGE2 LED P3 40K 80CRI VF To see complete photometric reports or download .ies files for this product, visit the Lithonia Lighting WDGE LED homepage.Tested in accordance with IESNA LM-79 and LM-80 standards. Emergency Egress OptionsEmergency Battery BackupThe emergency battery backup is integral to the luminaire — no external housing required! This design provides reliable emergency operation whilemaintaining the aesthetics of the product. All emergency battery backup configurations include an independent secondary driver with an integral relay toimmediately detect loss of normal power and automatically energize the luminaire. The emergency battery will power the luminaire for a minimum durationof 90 minutes (maximum duration of three hours) from the time normal power is lost and maintain a minimum of 60% of the light output at the end of90minutes.Applicable codes: NFPA 70/NEC – section 700.16, NFPA 101 Life Safety Code Section 7.9The examples below show illuminance of 1 fc average and 0.1 fc minimum in emergency mode with E10WH or E20WC and VF distribution. 8' MH8'22'1.0 fc avg.0.1 fc min.26'1.0 fc avg.0.1 fc min.Grid = 10ft x 10ft 30'40'40'40' WDGE2 LED xx 40K 80CRI VF MVOLT E10WH WDGE2 LED xx 40K 80CRI VF MVOLT E20WC 12' MH12'31'1.0 fc avg.0.1 fc min.37'1.0 fc avg.0.1 fc min. 12' MH12'15' MH15' Dual Switching (DS) OptionThe dual switching option offers operational redundancy that certain codes require. With this option the luminaire comes integrated with two drivers andtwo light engines. These work completely independent to each other so that a failure of any individual component does not cause the whole luminaire togo dark. This option is typically used with a back generator or inverter providing emergency power.Applicable codes: NFPA 70/NEC – section 700.16, NFPA 101 Life Safety Code Section 7.9 Driver1 Driver2 COMMERCIAL OUTDOOR One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com© 2019 Acuity Brands Lighting, Inc. All rights reserved.WDGE2 LEDRev. 11/25/19 Standalone / nLightStandalone / nLight PB POLE BASE DETAIL 5' 0 " 2' 0 " 4" 1 SHEET: IRON ROCK Building on SolidFoundations 460 E. 300 SOUTHKANAB, UTAH 84741 435-644-2031www.ironrockeng.com RE V # : SCALE: DRAWN BY: IN I T I A L S U B M I T T A L : DA T E : D E S C R I P T I O N : ©ALL PLANS, CONSTRUCTION DOCUMENTS, RENDERINGS, MODELS,DESIGN CONCEPTS,AND SO FORTH CONSTITUTE INTELLECTUALPROPERTY OF IRON ROCK ENGINEERING AND ANY AFFILIATEDPARTNERS AND IS COPYRIGHT PROTECTED UNDER SECTION 102 OFTHE COPYRIGHT ACT (TITLE 17 OF THE UNITED STATES CODE), ASAMENDED ON DECEMBER 1, 1990. ANY REPRODUCTION,DISTRIBUTION,PUBLISHING, INFRINGEMENT, OR USE IN ANY WAY, IN WHOLE OR INPART, WITHOUT PRIOR WRITTEN AGREE- MENT FROM IRON ROCKENGINEERING CONSTITUTES VIO- LATIONOFCOPYRIGHTANDISEXPRESSLY PROHIBITED.. KA L I S P E L L , M O N T A N A CA R B O N R E C A L L 8/ 1 / 2 0 2 3 E5.1 NTS GA SI T E P H O T O M E T R I C P L A N DE T A I L S REV I E W S E T NOT F O R CON S T R U C T I O N 9/12 / 2 0 2 4