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Nelson_Meadows-Set 2 Sheets 42-73
LO T 1 5.27 a c s . LO T 6 2.5 9 a c s . L O T 7 1.1 6 a c s . LO T 8 1.11 a c s . LO T 9 1.77 a c s . LOT 1 0 1.8 8 a c s . LOT 1 1 0. 7 5 a c s . LOT 1 2 0. 7 2 a c s . LO T 1 3 0.70 a c s . LO T 2 0 1.43 a c s . LOT 2 1 1.3 4 a c s . LO T 2 5 1.78 a c s . LIFT STA T I O N TRA C T 0.08 a c s . 357.85' 600. 8 0 ' N88° 0 1 ' 4 8 " W 6 4 8 . 2 6 ' 230. 8 8 ' 505.04' S87° 5 9 ' 0 2 " E 2 1 3 . 1 9 ' S87 ° 5 9 ' 0 2 " E 2 3 4 . 9 4 ' 213.75' S87°5 9 ' 0 2 " E 2 1 4 . 9 3 ' S89°5 9 ' 5 6 " E 2 1 4 . 6 6 ' S89°5 9 ' 5 6 " E 2 2 7 . 4 1 ' 175.57'189.50' N8 9 ° 5 9 ' 5 6 " W 1 4 8 . 4 6 ' N89 ° 5 9 ' 5 6 " W 1 4 0 . 3 9 ' N8 9 ° 5 9 ' 5 6 " W 1 4 0 . 3 9 ' N0°00'04"E 189.34' 229.61' N88° 0 6 ' 3 4 " W 1 4 0 . 4 6 ' S88° 0 6 ' 3 4 " E 1 4 0 . 4 6 ' N0°00'04"E 224.84' N8 9 ° 5 9 ' 5 6 " W 1 4 0 . 3 9 ' S0°00'04"W 215.58' N0° 0 0 ' 0 4 " E 157. 5 9 ' N37°21'3 7 " E 3 0 0 . 0 0 ' S5 2 ° 1 8 ' 4 3 " E 2 5 8 . 0 2 ' N5°24 ' 1 7 " W 55. 1 5 ' 66. 6 0 ' S0° 0 7 ' 1 5 " W 54. 7 6 ' LO T 4 2. 5 9 a c s . LOT 3 2.0 4 a c s . LOT 1 6 2.14 a c s . LO T 1 5 2.67 a c s . LO T 1 4 2.0 4 a c s . LO T 1 9 1.2 7 a c s . LO T 1 8 0.95 a c s . LO T 1 7 0.9 7 a c s . LO T 2 4 2.4 1 a c s . S89° 5 2 ' 4 6 " E 279.4 7 ' 125.74' N8 9 ° 5 2 ' 4 6 " W 2 7 4 . 5 0 ' 192. 8 3 ' S0°01'20"W 155.00' N89 ° 5 2 ' 4 6 " W 1 4 0 . 0 0 ' N87° 5 9 ' 0 2 " W 3 3 2 . 1 4 ' N6° 4 9 ' 1 3 " W 75. 6 2 ' S0°07'18"W 352.22' S87° 5 9 ' 0 2 " E 2 3 6 . 4 5 ' N10°30'22"E 289.95' N89°5 2 ' 4 6 " W 2 7 9 . 4 7 ' N87° 5 9 ' 0 2 " W 4 5 9 . 6 5 ' S5°24'17"E 110.37' S87 ° 5 9 ' 0 2 " E 3 0 8 . 7 6 ' S0°0 0 ' 0 4 " W 229. 4 4 ' S0°00 ' 0 4 " W 175 . 5 1 ' S89 ° 5 9 ' 4 3 " W 2 6 1 . 3 8 ' N4° 5 8 ' 4 4 " W 78. 9 0 ' N6°49'13"W 339.64' S0°02'05"W 221.88' S89° 5 9 ' 4 3 " W 4 3 5 . 9 0 ' S4°58'44"E 281.00' S52 ° 1 8 ' 4 3 " E 1 4 5 . 2 3 ' R=170.00' L=106.21' Δ=35°47'52" S8 8 ° 0 6 ' 3 4 " E 23. 7 4 ' S89 ° 5 9 ' 4 3 " W 2 6 1 . 3 8 ' S0°00'04"W 215.58' S88°0 6 ' 3 4 " E 1 4 0 . 4 6 ' N0°00'04"E 220.21' S4°58'44"E 331.77' N52 ° 1 8 ' 4 3 " W 3 4 0 . 0 9 ' N37°41' 1 7 " E 2 3 8 . 8 4 ' S54°5 0 ' 5 6 " E 1 7 5 . 4 1 ' N52 ° 1 8 ' 4 3 " W 1 7 5 . 2 4 ' N37°41'17" E 2 3 1 . 0 8 ' N5 4 ° 5 0 ' 5 6 " W 100. 3 3 ' N89° 5 9 ' 5 6 " W 1 9 1 . 2 4 ' S5° 2 4 ' 1 7 " E 76. 5 0 ' R=170.00' L=139.18' Δ=46°54'26" S52°1 8 ' 4 3 " E 75.1 7 ' N37°41'17" E 2 3 1 . 0 8 ' S3°49'09"E 210.72' 403.2 5 ' N37°21'16 " E 3 0 0 . 0 1 ' 300.01' N3°23'47"E 119.30' LO T 5 2.56 a c s . 22 2 . 4 9 ' S0°01'20"W 505.04' N87 ° 5 9 ' 0 2 " W 2 2 2 . 6 3 ' N0°01'20"E 342.68' N10°00'41"E 285.79' N83 ° 1 6 ' 4 5 " E 92. 1 5 ' N89 ° 5 2 ' 4 6 " W 1 4 0 . 0 0 ' N2°00'58"E 512.38' N0°01'20"E 497.68' S0°07'18"W 477.87' 23 4 . 1 4 ' N0°07'18"E 352.22'N0°07'18"E 125.65' S54° 5 0 ' 5 6 " E 3 9 1 . 0 9 ' S89° 5 9 ' 5 6 " E 4 2 9 . 2 3 ' N0°00'04"E 404.91' S89° 5 9 ' 5 6 " E 4 4 2 . 0 7 ' N0° 0 0 ' 0 4 " E 404 . 9 5 ' S8 9 ° 5 9 ' 5 6 " E 3 7 3 . 9 5 ' 157.68' S88° 0 6 ' 3 4 " E 3 7 9 . 3 9 ' LO T 2 3 1.9 0 a c s . S16°20'13"E 128.36' S3°49'09"E 227.55' N88° 0 6 ' 3 4 " W 6 5 . 7 4 ' R=230.00' L=143.70' Δ=35°47'52" N0°0 0 ' 0 4 " E 171. 0 7 ' N5 2 ° 1 8 ' 4 3 " W 1 6 1 3 . 4 9 ' N1°48'08"E 712.83' 60.28' S89 ° 5 2 ' 4 6 " E 2 0 4 7 . 7 8 ' S2°00'58"W 1412.22' S1°53'26"W 836.91' N5 2 ° 1 8 ' 4 3 " W 5 8 1 . 2 5 ' 158.65' LOT 2 6 5. 5 6 a c s . LOT 2 7 4. 0 1 a c s . N38°30' 0 6 " E 3 8 1 . 8 4 ' R=120.00' L=112.08' Δ=53°30'52" R= 1 2 . 5 0 ' L= 1 8 . 0 2 ' Δ=82° 3 4 ' 4 5 " S37°21'3 7 " W 3 0 0 . 0 0 ' N5 2 ° 1 8 ' 4 3 " W 2 5 8 . 0 5 ' N88° 0 1 ' 4 8 " W 6 4 8 . 2 6 ' S1°48'08"W 324.97' S5 2 ° 1 8 ' 4 3 " E 2 4 6 . 9 0 ' N38°30'06 " E 3 8 2 . 6 9 ' R=180.00' L=168.12' Δ=53°30'52" N88° 0 1 ' 4 8 " W 6 4 8 . 2 6 ' S1°53'26"W 212.41' 45.0 2 ' 55.4 8 ' 130.4 2 ' ST O R M W A T E R T R A C T 1 0.8 0 a c s . ST O R M W A T E R T R A C T 2 0.6 8 a c s . S58° 5 7 ' 2 5 " E 6 9 . 8 5 ' LO T 2 2.83 a c s . R=12 . 5 0 ' L=18. 0 2 ' Δ=8 2 ° 3 4 ' 4 5 " N8 9 ° 5 2 ' 4 6 " W 2 2 3 . 8 4 ' S5°24'17"E 405.83' N9 0 ° 0 0 ' 0 0 " W 6 1 . 2 9 ' N8 9 ° 5 2 ' 4 6 " W 2 7 4 . 5 0 ' S0°07'18"W 125.65' N89°5 2 ' 4 6 " W 2 7 9 . 4 7 ' 71. 0 5 ' 454.7 1 ' N6°49'13"W 343.82' N52 ° 1 8 ' 4 3 " W 6 4 5 . 2 8 ' S84° 0 1 ' 3 4 " W 14.9 1 ' S4 3 ° 1 8 ' 2 1 " W 8.3 3 ' S2° 3 5 ' 0 7 " W 14. 9 1 ' 215.72' L O T 2 2 2. 4 4 a c s . R= 2 3 . 0 0 ' L=8.4 8 ' Δ= 2 1 ° 0 8 ' 1 0 " R=2 5 5 . 0 0 ' L=1 1 4 . 6 7 ' Δ= 2 5 ° 4 5 ' 5 1 " N27°39'17"E 6 2 . 7 6 ' S8 9 ° 5 9 ' 4 3 " W 7 0 . 0 0 ' S2° 0 0 ' 5 8 " W 4 0 . 0 2 ' N89 ° 5 9 ' 4 3 " E 7 0 . 0 0 ' N8 9 ° 5 9 ' 5 6 " W 7 0 . 0 0 ' S1°5 3 ' 2 6 " W 6 4 . 0 0 ' N84 ° 0 2 ' 4 8 " E 14.9 5 ' N4 3 ° 1 8 ' 2 1 " E 8.33'N2° 3 5 ' 0 7 " E 14.91 ' N8 9 ° 5 9 ' 5 6 " W 3 6 8 . 7 5 ' 58.6 0 ' 32.9 1 ' 75.4 4 ' N6 9 ° 3 1 ' 5 6 " W 1 6 6 . 9 5 ' N 3 7 ° 4 1 ' 2 9 " E 0.7 0 ' N1 5 ° 4 3 ' 5 9 " W 81. 7 6 ' N5 2 ° 1 8 ' 3 1 " W 98. 4 9 ' 60.01' S87° 5 9 ' 0 2 " E 62. 2 9 ' S87 ° 5 9 ' 0 2 " E 82.6 0 ' N2 9 ° 5 6 ' 3 8 " E 12 2 . 2 3 ' 60.00' 60.00' 40.80 ' 40.80 ' 30.3 6 '30.3 6 ' N2°00'58"E 1248.28' S 1 ° 5 3 ' 2 6 " W 1 8 1 9 . 5 4 ' S4° 5 8 ' 4 4 " E 6 0 . 7 1 ' S5 4 ° 5 0 ' 5 6 " E 1 1 5 . 3 5 ' N6°49 ' 1 3 " W 75. 4 0 ' N5 2 ° 1 8 ' 4 3 " W 1 9 2 . 6 3 ' S16°20'13"E 128.05' S4°5 8 ' 4 4 " E 30.0 7 ' S52° 1 8 ' 4 3 " E 89.93 ' S0°00'00"E 367.09' N0°00'00"E 368.08' N90° 0 0 ' 0 0 " W 30.00 ' N90°0 0 ' 0 0 " W 30.00 ' S0°00'00"E 439.43' N0°00'00"E 440.49' S0°01'20"W 505.54' S0°01'20"W 504.55' R=230.00' L=188.30' Δ=46°54'26" S5°24'17"E 207.15' S5°24'17"E 380.39' N52° 1 8 ' 4 3 " W 3 5 4 . 5 8 ' S5°24'17"E 857.88' S5°24'17"E 847.27' S52° 1 8 ' 4 3 " E 1 9 5 . 1 4 ' N52°1 8 ' 4 3 " W 1 5 0 . 7 7 ' 77. 7 0 ' 28.00 ' 20.00 ' 28. 0 0 ' 31.7 9 ' 28. 0 0 ' 20.0 0 ' 28. 0 0 ' 64.00' 34.00' 34.00' 40.0 0 ' 45. 0 0 ' 45.00 ' 40 . 0 0 ' 34.5 8 ' 35.43 ' 30. 0 1 ' 45. 0 0 '45.0 0 ' 34. 0 0 ' 28.60' 22.80' 35. 0 0 ' 34.0 0 ' 35.00' 30.02' B O Z E M A N G A L L A T I N P L E N T Y W O O D S H E R I D A N S C O B E Y D A N I E L S W O L F P O I N T R O O S E V E L T S I D N E Y R I C H L A N D G L E N D I V E D A W S O N W I B A U X W I B A U X B A K E R F A L L O N E K A L A K A C A R T E R B R O A D U S P O W D E R R I V E R M I L E S C I T Y C U S T E R T E R R Y P R A I R I E C I R C L E M C C O N E G L A S G O W V A L L E Y J O R D A N G A R F I E L D F O R S Y T H R O S E B U D H Y S H A M T R E A S U R E H A R D I N B I G H O R N R E D L O D G E C A R B O N C O L U M B U S S T I L L W A T E R B I L L I N G S Y E L L O W S T O N E R O U N D U P M U S S E L S H E L L R Y E G A T E G O L D E N V A L L E Y W I N N E T T P E T R O L E U M L E W I S T O W N F E R G U S M A L T A P H I L L I P S C H I N O O K B L A I N E H A V R E H I L L F O R T H B E N T O N C H O U T E A U C H E S T E R L I B E R T Y S T A N F O R D J U D I T H B A S I N G R E A T F A L L S C A S C A D E H A R L O W T O N W H E A T L A N D W H I T E S U L P H U R S P R I N G S M E A G H E R T O W N S E N D B R O A D - W A T E R B I G T I M B E R S W E E T G R A S S L I V I N G S T O N P A R K V I R G I N I A C I T Y M A D I S O N D I L L O N B E A V E R H E A D B U T T E S I L V E R A N A C O N D A D E E R B O W L O D G E B O U L D E R J E F F E R S O N H E L E N A L E W I S A N D C L A R K D E E R L O D G E P O W E L L P H I L I P S B U R G G R A N I T E H A M I L T O N R A V A L L I M I S S O U L A M I S S O U L A S U P E R I O R MI N E R A L T H O M P S O N F A L L S SA N D E R S P O L S O N L A K E C H O T E A U T E T O N C O N R A D P O N D E R A S H E L B Y T O O L E C U T B A N K G L A C I E R K A L I S P E L L F L A T H E A D L I B B Y LINC O L N R E G I O N A L M A P - ( N o t t o S c a l e ) P R O J E C T S I T E M A Y , 2 0 1 9 NELS O N M E A D O W S S U B D I V I S I O N S H E E T I N D E X S H T . N o . T I T L E E L E C T R I C A L D E T A I L S 4 7 4 8 E L E C T R I C A L D E T A I L S 4 9 5 0 D W G . N o . L - 1 L - 2 L - 3 O V E R A L L L I G H T I N G P L A N L - 4 P R I N C E L N , & R O Y A L W O L F L A N E - E L E C T R I C A L P L A N L - 5 P R I N C E L N , R O Y A L W O L F L A N E , & N E L S O N R O A D E L E C T R I C A L P L A N S U R V E Y C O N T R O L P O I N T T A B L E C O O R D I N A T E S A R E L O C A L G R O U N D I N T E R N A T I O N A L F E E T , V E R T I C A L D A T U M I S N A V D 8 8 . P N T # 2 0 4 P N T # 1 0 0 P N T # 2 1 6 P R O J E C T L O C A T I O N N E L S O N R O A D I - 9 0 F R O N T A G E R O A D 5 1 5 2 5 3 5 4 5 5 5 6 5 7 5 8 5 9 6 0 L I F T S T A T I O N D E T A I L S M - 1 L I F T S T A T I O N E L E C T R I C A L P L A N A N D S E C T I O N L I F T S T A T I O N E L E C T R I C A L S E C T I O N S A N D D E T A I L S L I F T S T A T I O N E L E C T R I C A L S C H E D U L E S & O N E - L I N E D I A G R A M E - 1 E - 2 E - 3 P R O C E S S A N D I N S T R U M E N T A T I O N L E G E N D P R O C E S S A N D I N S T R U M E N T A T I O N D I A G R A M I - 1 I - 2 L I F T S T A T I O N S T A N D A R D D E T A I L S S D - 1 L I F T S T A T I O N - F O U N D A T I O N S L A B P L A N L I F T S T A T I O N - R O O F F R A M I N G P L A N S - 1 S - 2 G E N E R A L S T R U C T U R A L N O T E S S - 3 L I F T S T A T I O N B U I L D I N G A 1 0 0 L I F T S T A T I O N B U I L D I N G A 1 0 1 L I F T S T A T I O N M E C H A N I C A L S C H E D U L E S & D E T A I L S H - 1 L I F T S T A T I O N M E C H A N I C A L P L A N H - 2 S T R U C T U R A L S T A N D A R D D E T A I L S S - 4 S T R U C T U R A L S T A N D A R D D E T A I L S S - 5 L - 6 N E L S O N R O A D E L E C T R I C A L P L A N 6 1 6 2 6 3 6 4 6 5 6 6 6 7 E S - 1 E S - 2 E S - 3 E S - 4 E S - 5 6 8 6 9 7 0 7 1 7 2 E L E C T R I C A L Q U A N T I T Y S U M M A R Y S I G N A L S T A N D A R D S , F O U N D A T I O N D E T A I L S , S I G N A L M O U N T I N G S E L E C T R I C A L P L A N S D E T A I L S W I R I N G D I A G R A M S F U T U R E T R A F F I C S I G N A L P L A N 7 3 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 - W O R K I N C L U D E D I N I M P R O V E M E N T S A G R E E M E N T N:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\00 - COVER.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 ©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful.VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. Q U A L I T Y A S S U R A N C E P R O J E C T M A N A G E R O F F I C E Q U A L I T Y A S S U R A N C E C O O R D I N A T O R P E E R R E V I E W E R Q . A . A P P R O V A L D A T E Q . A . P R O J E C T N U M B E R e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e M A T T E K S T R O M e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e 2 8 8 0 T e c h n o l o g y B o u l e v a r d W e s t , B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t SHEET INDEXSHT. No.TITLECOVER1GENERAL NOTES, LEGEND, & ABBREVIATIONS234567 DWG. No.G-2R-1R-2R-6R-7R-11R-12 891011121314W-1 15161718192021222324252627282930313233343536374440413839 NELSON ROAD - STA 0+00 - 5+50NELSON ROAD - STA 5+50 - 11+00ROYAL WOLF WAY - STA 0+00 - 5+00ROYAL WOLF WAY - STA 5+00 - 10+50PRINCE LANE - STA -0+50 - 5+00PRINCE LANE - STA 5+00 - 10+50ROYAL WOLF WAY WATER IMPROVEMENTS STA 0+00 - 12+00ROYAL WOLF WAY WATER IMPROVEMENTS STA 12+00 - ENDPRINCE LANE WATER IMPROVEMENTS STA 0+00 - 12+00PRINCE LANE WATER IMPROVEMENTS STA 12+00 - ENDNELSON ROAD WATER IMPROVEMENTS STA 0+00 - 12+00NELSON ROAD WATER IMPROVEMENTS STA 12+00 - ENDFRONTAGE ROAD WATER CONNECTION STA 12+00 - ENDROYAL WOLF WAY SEWER IMPROVEMENTS STA 0+00 - 12+00ROYAL WOLF WAY SEWER IMPROVEMENTS STA 12+00 - ENDPRINCE LANE SEWER IMPROVEMENTS STA 4+00 - 19+00BLK 1 (SOUTH) & BLK 2 (NORTH) SEWER IMPROVEMENTSNELSON ROAD SEWER FORCE MAIN STA 0+00 - 12+00NELSON ROAD SEWER FORCE MAIN STA 12+00 - ENDNORTH BOUNDARY SEWER FORCE MAIN STA 0+00 - ENDFRONTAGE ROAD SEWER FORCE MAIN STA 0+00 - ENDTYPICAL SECTION AND ROADWAY DETAILSWATER DETAILSSEWER / STORM SEWER DETAILSPRV DETAILS W-2W-3W-4W-5W-6W-7SS-1SS-2SS-3SS-4SS-5SS-6SS-7SS-8D-1D-2D-3D-4PEDESTRIAN IMPROVEMENTSTR-1 R-3NELSON ROAD - STA 11+00 - 16+50R-4NELSON ROAD - STA 16+50 - 21+50R-5NELSON ROAD - STA 21+50 - ENDR-8ROYAL WOLF WAY - STA 10+50 - 16+50R-9ROYAL WOLF WAY - STA 16+50 - 22+00R-10ROYAL WOLF WAY - STA 22+00 - ENDR-13R-14 PRINCE LANE - STA 10+50 - 16+00PRINCE LANE - STA 16+00 - ENDT-1NELSON ROAD SIGNAGE & STRIPING PLAN - STA 0+00 - 12+00T-2NELSON ROAD SIGNAGE & STRIPING PLAN - STA 12+00 - 23+25T-3FRONTAGE ROAD SIGNAGE & STRIPING PLANT-4FRONTAGE ROAD SIGNAGE & STRIPING PLANT-5ROYAL WOLF WAY SIGNAGE & STRIPING PLANT-6PRINCE LANE SIGNAGE & STRIPING PLANST-1STORM DRAIN PLANINTERSECTION DETAILS - FRONTAGE RD & NELSON RDD-5INTERSECTION DETAILS - ROYAL WOLF WAY & PRINCE LANED-6 424345SITE GRADINGGR-1 SHEET INDEXG-1R-15NORTH BOUNDARY ROW - STORM DRAIN PLAN4630AFRONTAGE ROAD WATER CONNECTION STA 12+00 - ENDW-7A R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . P R E P A R E D B Y : S E T N O . M M I P R O J E C T N O . 2 2 8 6 . 0 0 9 A P P R O V E D B Y : P R O J E C T M A N A G E R N A M E P r o j e c t M a n a g e r B O Z E M A N , M O N T A N A V I C I N I T Y M A P N O T T O S C A L E WITH FLOOR GRATE. CONNECT TO 4" PIPEGRADED TO FREE DRAIN OVERLAND INLET12"INLET 1 2 " O U T L E T O U T L E T P R V D E T A I L S N E L S O N M E A D O W S S U B D I V I S I O N NOT TO SCALE PRV PIPING PROFILE2D-4 N O T T O S C A L E P R V S E C T I O N V I E W 3 D - 4 NOT TO SCALE PRV EXTERNAL PIPING1D- 4 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\D-4.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t 2 2 8 6 . 0 0 9 M O N T A N A D - 4 C P K C P K M E E 0 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 U T I L U T I L U T I L UTIL U T I L U T I L U T I L U T I L U T I L U T I L U T I L U T I L U T I L U T I L 3 UTIL U T I L UTIL U T I L U T I L U T I L U T I L U T I L U T I L 2 2 2 P P B P P B - 0 + 5 0 0 + 0 0 1 + 0 0 2 + 0 0 N52°18'43"W 581.25' 5 5 . 4 8 ' 7 1 . 0 5 ' 454.71' 215.72' R = 2 3 . 0 0 ' L = 8 . 4 8 ' Δ = 2 1 ° 0 8 ' 1 0 " N27 ° 3 9 ' 1 7 " E 6 2 . 7 6 ' S 1 ° 5 3 ' 2 6 " W 1 8 1 9 . 5 4 ' T V OHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P S T A 1 + 0 6 . 9 1 P T 1 3 . 1 1 T B C 2 4 . 0 0 ' L T STA 0+49.94 PT12.89 TBC 129.76' LT S T A 0 + 3 4 . 9 6 P T 1 4 . 9 9 T B C 7 7 . 8 7 ' R T S T A 1 + 7 5 . 0 0 P T 1 2 . 3 5 T B C 2 4 . 0 0 ' R T S T A 0 + 8 5 . 9 9 P T 1 4 . 3 9 T B C 3 5 . 5 1 ' R T R 2 4 . 0 0 ' R 3 0 . 0 0 ' 461046124610.504611.004611.504612.504613.00 461046124610.504611.004611.504612.504613.00 4613.50 46 1 2 4 6 1 4 4 6 1 2 . 5 0 4 6 1 3 . 0 0 4 6 1 3 . 5 0 4 6 1 4 . 5 0 4 6 1 5 . 0 0 4 6 1 3 . 2 1 T B C T R A N S = O / S 2 6 . 2 7 R T T S T A 1 + 3 5 . 2 3 4 6 1 3 . 6 6 T B C T R A N S = O / S 2 7 . 5 5 R T T S T A 1 + 2 5 . 2 8 TBC =13.05 T B C = 1 4 . 2 6 R150.00' R 1 1 5 . 0 0 ' R 3 5 0 . 0 0 ' F L = 1 2 . 5 0 F L = 1 1 . 0 0 FL =9.51UTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILOHPTBC =13.49 TBC =13.41STA 0+58.32 PT13.48 TBC 48.06' LT STA 0+82.17 PT13.36TBC 27.11' LT SW =13.58SW =13.73 SW =13.61R35.00'FL =13.05 FL =13.01 R100.00'10.00'6.00' U T I L U T I L U T I L U T I L O H P O H P T B C = 1 4 . 6 5 S T A 0 + 5 5 . 4 2 P T 1 4 . 2 3 T B C 4 7 . 6 3 ' R T T B C = 1 4 . 9 5 4 6 1 5 . 0 0 R 3 0 . 0 0 ' S W = 1 5 . 2 6 S W = 1 5 . 1 2 S W = 1 5 . 1 0 S W = 1 5 . 2 0 S W = 1 5 . 0 1 R 4 5 . 0 0 ' F L = 1 4 . 2 0 F L = 1 4 . 3 2 1 0 . 0 0 ' 6 . 0 0 ' VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\2286009_INTERSECTION DETAILS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A I N T E R S E C T I O N D E T A I L S - F R O N T A G E R D & N E L S O N R D - - - - D - 5 C P K C P K M E E 0 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N N E L S O N R O A D / F R O N T A G E R O A D S C A L E : 1 " = 4 0 ' 1 - 0 2 0 2 0 4 0 1 0 H O R I Z . S C A L E I N F E E T N O T E S : 1 . T B C = T O P B A C K C U R B / B A C K O F R I B B O N C U R B 2 . E G = E D G E O F G U T T E R 3 . F L = F L O W L I N E 4 . P T = P O I N T O F T A N G E N C Y 5 . S W = S I D E W A L K GRADING LIMITS (TYP.)EXISTING EDGE OFASPHALT (TYP.) E X I S T I N G L I G H T P O L E T O B E R E M O V E D FRONTAGE ROAD SIDEWALK DETAILSCALE: 1" = 12'2- F R O N T A G E R O A D S I D E W A L K D E T A I L S C A L E : 1 " = 1 2 ' 3 - S P I L L C U R B ( T Y P . ) A S P H A L T G R A D E B R E A K ( T Y P . ) R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 18SD 18SD 18SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 18SD 18SD 18SD 18SD D 7+00 8+00 PT: 6+22.65 1 8 + 0 0 P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O S T A 6 + 9 4 . 1 8 P T 9 7 . 0 4 T B C 1 7 . 5 0 ' L T S T A 7 + 7 9 . 8 9 P T 9 5 . 3 6 T B C 1 7 . 5 0 ' L T S T A 1 7 + 9 9 . 8 2 9 6 . 0 9 C L S W = 9 6 . 9 2 S W = 9 6 . 7 8 S T A 1 7 + 6 2 . 4 9 P T 9 6 . 7 3 T B C 1 7 . 5 0 ' L T S T A 1 7 + 5 1 . 4 2 P T 9 6 . 5 8 T B C 1 7 . 5 0 ' R T S T A 7 + 0 5 . 2 5 P T 9 6 . 8 9 T B C 1 7 . 5 0 ' R T ST A 7 + 9 0 . 9 7 P T 96. 1 1 TB C 1 7 . 5 0 ' R T S T A 1 8 + 4 8 . 2 1 P T 9 6 . 5 7 T B C 1 7 . 5 0 ' L T S T A 1 8 + 3 7 . 1 4 P T 9 5 . 5 1 T B C 1 7 . 5 0 ' R T T B C = 9 6 . 5 4 T B C = 9 6 . 4 9 T B C = 9 6 . 8 3 T B C = 9 6 . 7 8 T B C = 9 6 . 2 4 T B C = 9 6 . 1 6 T B C = 9 5 . 4 6 T B C = 9 5 . 8 3 T B C = 9 5 . 9 7 T B C = 9 5 . 8 5 T B C = 9 5 . 2 7 T B C = 9 5 . 5 6 T B C = 9 5 . 6 8 T B C = 9 5 . 7 7 T B C = 9 6 . 3 2 T B C = 9 6 . 3 7 T B C = 9 6 . 0 2 T B C = 9 6 . 0 7 T B C = 9 7 . 2 7 T B C = 9 6 . 7 5 T B C = 9 7 . 1 8 T B C = 9 7 . 3 0 T B C = 9 6 . 8 6 T B C = 9 7 . 2 2 S W = 9 5 . 8 2 S W = 9 5 . 8 6 S W = 9 6 . 1 8 S W = 9 6 . 3 2 S W = 9 7 . 2 9 S W = 9 7 . 2 2 4 5 9 6 459 4 . 5 0 4595.00 4 5 9 5 . 5 0 4 5 9 6 . 5 0 4597.00 4 5 9 6 4 5 9 6 . 5 0 4 5 9 6 . 5 0 4 5 9 7 . 0 0 4 5 9 7 . 0 0 4 5 9 6 4 5 9 6 4 5 9 5 . 0 0 4 5 9 5 . 5 0 4 5 9 4 4 5 9 3 . 5 0 4 5 9 4 . 5 0 4 5 9 5 . 0 0 4 5 9 5 . 5 0 4596 4 5 9 5 . 5 0 4596.504597.00 S W = 9 5 . 7 8 S W = 9 5 . 8 6 S W = 9 5 . 8 4 S W = 9 5 . 9 1 S W = 9 5 . 7 7 S W = 9 5 . 8 4 S W = 9 7 . 2 3 S W = 9 7 . 3 1 S W = 9 7 . 2 9 S W = 9 7 . 3 7 S W = 9 7 . 2 7 S W = 9 7 . 1 9 S W = 9 6 . 3 9 S W = 9 6 . 3 7 S W = 9 6 . 2 0 S W = 9 6 . 1 1 S W = 9 6 . 8 3 S W = 9 6 . 8 4 S W = 9 6 . 7 4 S W = 9 6 . 7 0 R 2 5 . 0 0 ' R 2 5 . 0 0 ' R 2 5 . 0 0 ' R 2 5 . 0 0 ' 1 . 7 8 % 1 . 7 8 % 1 . 7 8 % 1 . 6 0 % 1 . 7 8 % VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\2286009_INTERSECTION DETAILS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A I N T E R S E C T I O N D E T A I L S R O Y A L W O L F W A Y A N D P R I N C E L A N E D - 6 C P K C P K M E E 0 2 / 2 0 1 9 1 COB Review 5/17/19 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2RECORD DRAWINGS07/08/2020 CJF B O Z E M A N P R I N C E L A N E 0 1 0 1 0 2 0 5 H O R I Z . S C A L E I N F E E T P R I N C E L A N E / R O Y A L W O L F W A Y S C A L E : 1 " = 1 0 ' 1 - N O T E S : 1 . T B C = T O P B A C K C U R B / B A C K O F R I B B O N C U R B 2 . E G = E D G E O F G U T T E R 3 . F L = F L O W L I N E 4 . P T = P O I N T O F T A N G E N C Y 5 . S W = S I D E W A L K R O Y A L W O L F W A Y S P I L L C U R B ( T Y P . ) ASPHAL T G R A D E BRE A K ( T Y P . ) R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 > > > > > UCD UCD UCD UTI L U T I L 3 U T I L 2 PP B 8S 8S 8S 8S 8S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8 S 8 S 8 S 8 S 8S8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8 S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W HY D HYD H Y D HY DHYDHYDHYDHYDHYDHYDBO15SD15SD15SD 24SD 24SD 18SD24SD24SD24SD 1 5 S D 1 5 S D 1 5 S D 24SD 24SD 24SD15SD15SD18SD 1 5 S D 1 5 S D 15SD24SD24SDDD D D D INSTALL NEW 9' x 5' RCB FLARED END WING WALL SECTION INLET INVERT IN = 4593.2075 CHANNEL INVERT = 4594.2075 INSTALL NEW 9' x 5' RCB FLARED END WING WALL SECTION OUTLET INVERT OUT = 4591.6073 CHANNEL INVERT = 4592.6073 INSTALL ±154.0000 LF (TOTAL - 132 LF BID QTY) 9' x 5' RCB BOX CULVERT @ ±1.0391% SLOPE INSTALL NEW 9' x 5' RCBFLARED END WING WALL SECTIONINLET INVERT IN = 4586.5531CHANNEL INVERT = 4587.5531 INSTALL NEW 9' x 5' RCBFLARED END WING WALL SECTIONOUTLET INVERT OUT = 4585.5448CHANNEL INVERT = 4586.5448INSTALL ±106.0000 LF (TOTAL - 84 LF BID QTY)9' x 5' RCB BOX CULVERT @ ±0.9512% SLOPE 15SD 15SD 15SD 15SD 15SDDDDDDD 15SDDF RCP F RCP F RCP F RCP F RCPF RCPF RCPF RCP DDLOT 15.27 acs.LOT 62.59 acs.LOT 71.16 acs.LOT 81.11 acs.LOT 91.77 acs. LOT 10 1.88 acs. LOT 11 0.75 acs.LOT 12 0.72 acs. LOT 13 0.70 acs. LOT 20 1.43 acs. LOT 21 1.34 acs. LOT 25 1.78 acs. LIFT STATION TRACT0.08 acs.LOT 42.59 acs.LOT 32.04 acs.LOT 162.14 acs.LOT 152.67 acs. LOT 14 2.04 acs. LOT 19 1.27 acs. LOT 180.95 acs.LOT 170.97 acs. LOT 24 2.41 acs. LOT 52.56 acs.N0°01'20"E 497.68'S0°07'18"W 477.87'S54°50'56"E 391.09' S89°59'56"E 429.23' N 0 ° 0 0 ' 0 4 " E 4 0 4 . 9 1 ' S89°59'56"E 442.07'N0°00'04"E404.95' LOT 23 1.90 acs. N 5 2 ° 1 8 ' 4 3 " W 1 6 1 3 . 4 9 ' N1°48'08"E 712.83'60.28'S89°52'46"E 2047.78' N 5 2 ° 1 8 ' 4 3 " W 5 8 1 . 2 5 ' LOT 26 5.56 acs. LOT 274.01 acs.130.42'STORMWATER TRACT 10.80 acs.STORMWATER TRACT 20.68 acs.LOT 22.83 acs. 71 . 0 5 ' 45 4 . 7 1 ' LOT 22 2.44 acs. S2°00'58"W 40.02' N 8 9 ° 5 9 ' 5 6 " W 7 0 . 0 0 ' S 1 ° 5 3 ' 2 6 " W 6 4 . 0 0 ' PETRO PETRO PETRO PETRO PETRO PETRO PETRO P E T R O P E T R O N89°59'56"W 368.75' N 5 2 ° 1 8 ' 4 3 " W 1 9 2 . 6 3 ' S 5 2 ° 1 8 ' 4 3 " E 8 9 . 9 3 ' S 0 ° 0 0 ' 0 0 " E 3 6 7 . 0 9 ' N 0 ° 0 0 ' 0 0 " E 3 6 8 . 0 8 ' N 9 0 ° 0 0 ' 0 0 " W 3 0 . 0 0 ' N 9 0 ° 0 0 ' 0 0 " W 3 0 . 0 0 ' S0°00'00"E 439.43'N0°00'00"E 440.49'N52°18'4 3 " W 3 5 4 . 5 8 ' S5°24'17"E 857.88'S5°24'17"E 847.27'N52°18'43"W 150.77' 77 . 7 0 ' 2 8 . 0 0 ' 2 0 . 0 0 ' 2 8 . 0 0 ' 31.79'28.00'20.00'28.00'34.00'34.00'40.00'45.00'45.00'40.00' 3 4 . 5 8 ' 35.43'45.00'45.00'34.00'28.60'22.80'35.00'34.00'35.00' 4 " ( M I N ) C L A S S M - 4 0 0 0 C O N C R E T E 3 " ( M I N ) 3 / 4 " M I N U S C R U S H E D L E V E L I N G C O U R S E M A T E R I A L N O T E S : 1 . S P A C E C O N T R A C T I O N J O I N T S T O M A T C H T H E W I D T H O F S I D E W A L K . 2 . I N S T A L L E X P A N S I O N J O I N T M A T E R I A L A T E V E R Y F I F T H J O I N T F O R T H E F U L L D E P T H O F C O N C R E T E . 3 . F I N I S H C O N C R E T E W I T H L I G H T B R O O M F I N I S H . 2 % M A X C R O S S S L O P E C O M P A C T E D S U B G R A D E X X X X X XBTBTBTBT BT B T B T BT BT B T B T B T PETRO PETRO PETRO PETRO PETRO PETRO PETRO P E T R O P E T R O P E T R O XX OHPOHPOHP OHP O H P O H P O H P O H P O H P O H P NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG N G N G N G N G N G B T BT B T BT BT BT B T B T B T B T BT B T B T O H P O H P O H P O H P O H P O H P O H P VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\TR-1.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P E D E S T R I A N I M P R O V E M E N T S T R - 1 C P K C P K M E E 0 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 25' PUBLIC TRAILEASEMENT 2 5 ' P U B L I C T R A I L E A S E M E N T DELINEATEDWETLANDBOUNDARY (50')WATERCOURSESETBACK 2 5 ' P U B L I C T R A I L E A S E M E N T 3 0 ' P U B L I C T R A I L E A S E M E N T I N S T A L L 2 8 4 L F O F 1 0 ' C O N C R E T E S I D E W A L K S E E C O B S T D D W G N O . 0 2 5 2 9 - 1 7 I N S T A L L 2 4 4 5 L F O F 1 0 ' A S P H A L T S I D E W A L K S E E C O B S T D D W G N O . 0 2 5 2 9 - 1 6 6' GRAVEL FINESTRAIL SEE DETAIL IN S T A L L 3 3 6 0 L F O F 6 ' G R A V E L F I N E S T R A I L S E E C O B S T D D W G N O . 0 2 5 5 9 - 1 8 1 " = 1 0 0 ' o n 2 2 x 3 4 PRINCE LANE (60') R O Y A L W O L F W A Y ( 6 0 ' ) N E L S O N R O A D I- 9 0 F R O N T A G E R O A D YELLOWSTONE PIPELINE 10" GAS/ DIESEL MAIN APPROX. 3' DEEP -SEE SPECIFICATIONS FORPHILLIPS 66 ENCROACHMENTGUIDELINES NORTHWESTERNENERGY GAS MAINAPPROX. 3' DEEPINSTALL 3360 LF OF6' GRAVEL FINESTRAIL SEE COB STDDWG NO. 02529-18 F O R C R E E K C R O S S I N G S E E L A N D S C A P E P L A N S - N O T P A R T O F T H I S C O N T R A C T I N S T A L L T H E 1 0 ' A S P H A L T T R A I L O N T H E S O U T H P R O P E R T Y L I N E F O R 6 0 ' I N T H I S L O C A T I O N . R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 >>>>>>>>>> I R R I G I R R I G I R R I G I R R I G 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S H YD W S W S W S W S W S W S O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP B T B T B T B T B T B T B T B T B T B T B T BTBTBTBTBTBTBTBTBTBTBTBT LOT 14 2.04 acs. LOT 24 2.41 acs. LOT 23 1.90 acs. 32.91'N69°31'56"W 166.95' 40 . 8 0 ' 40 . 8 0 ' N 9 0 ° 0 0 ' 0 0 " W 3 0 . 0 0 ' 2 8 . 0 0 ' 2 0 . 0 0 ' 2 8 . 0 0 ' 15 S D 15 S D 15 S D 15 S D 15 S D 15 S D 15 S D 15 S D 15 S D 15 S D D D A P P R O X I M A T E E X I S T I N G 1 0 0 - Y R F L O O D L I M I T S 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 18+0019+00 -0+25 0+ 0 0 1+00 2+00 3+00 4+00 4+ 2 5 EG = 599.16FG = 602.24 EG = 599.30FG = 602.04 E G = 5 9 8 . 6 7 F G = 6 0 1 . 7 5 E G = 5 9 8 . 7 8 F G = 6 0 1 . 5 1 E G = 5 9 9 . 1 3 F G = 6 0 1 . 2 8 E G = 5 9 9 . 3 5 F G = 6 0 1 . 0 4 E G = 5 9 8 . 6 3 F G = 6 0 0 . 8 1 E G = 5 9 7 . 7 2 F G = 6 0 0 . 5 7 E G = 5 9 7 . 3 9 F G = 6 0 0 . 3 3 E G = 5 9 6 . 7 5 F G = 6 0 0 . 1 0 EG = 6 0 0 . 7 6 FG = 6 0 2 . 1 2 E G = 6 0 2 . 3 1 F G = 6 0 2 . 3 7 E G = 6 0 2 . 8 4 F G = 6 0 2 . 6 2 EG = 603. 5 3 FG = 602. 7 7 EG = 605.41FG = 603.43 4 6 0 5 4 6 0 0 4 6 0 0 46 0 5 4 6 0 2 4 6 0 1 4 6 0 4 4 6 0 3 4 6 0 2 4 6 0 1 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\GR-1.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A T R A I L A N D F L O O D M I T I G A T I O N G R A D I N G G R - 1 C P K C P K M E E 0 2 / 2 0 1 9 1 COB Review 5/17/19 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF B O Z E M A N 3 0 3 0 6 0 1 5 0 I N F E E T H O R Z . S C A L E C A T T A I L C R E E K G R A D I N G L I M I T S ( T Y P . ) E X I S T I N G W E T L A N D B O U N D A R Y ( T Y P . ) 5 0 ' W E T L A N D S E T B A C K ( T Y P . ) P R O P O S E D G R A V E L T R A I L P R O P O S E D 1 0 ' W I D E A S P H A L T T R A I L R O Y A L W O L F W A Y FRONTAGE ROAD F I L L S L O P E = 4 : 1 ( M A X . ) F U T U R E B R I D G E , B Y O T H E R S R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 12'-0"13'-4"3'-0" 1 ' - 4 " 2'-8" 50kW GENERATORAND DIESEL TANK 3 ' - 0 " D O O R BUILDING WALL,SEE STRUCTURAL DRAWING6" TEE - FL 6" METER6" PIPIN G 6" 90° BEND - FL8 6" PLUG VALVE6" C-900 PVC FMSEE SS-7 6 " P I P I N G 7 2 " D R A I N P I P E 1 S E E D E T A I L 1 5 6 0 6 ( T Y P O F 4 ) 8 " S S S U B M E R S I B L E P U M P S ( T Y P O F 2 ) * * 2 5 ' - 0 " x 3 ' - 0 " A C C E S S H A T C H 2 8 ' - 0 " Ø I D P R E C A S T W E T W E L L P - 1 P - 2 PANELS (TYP)SEE ELECTRICALDRAWINGS 2'-5" 1 ' - 6 " 6 " F L E X I B L E C O U P L I N G ( T Y P O F 2 ) 5 ' - 8 " 13'-4"8'-6" S E E D E T A I L 5 0 1 1 . ( T Y P O F 2 ) D A V I T C R A N E W I T H P E D E S T A L B A S E * * 6" FLEXIBLECOUPLING C O N C R E T E P A D S E E D E T A I L 2 3 0 1 4 ' - 0 " 5'-0" F L O O R D R A I N ( B E L O W ) 1 5 2 0 5 FE/FIT-106 Z S 1 1 0 Z S 1 0 9 97'-4"3'-0"12'-0"CONCRETE PADSEE DETAIL 2301 3'-6"BUI L D I N G SEE STRUCTURA L A N D ARCHITEC T U R A L DRA W I N G S 2 " S P A C E R B U I L D I N G S E E S T R U C T U R A L A N D A R C H I T E C T U R A L D R A W I N G S D R A I N A G E 8 " S T R U C T U R A L F I L L ( T Y P ) 6 " B L I N D F L A N G E W / 2 " T A P 6 " T E E - F L 6 " V 2 0 0 P L U G V A L V E C O M B I N A T I O N A I R V A L V E 2 " V 3 0 7 B A L L V A L V E 6 " M E T E R 2'-4" 6 " P I P I N G 8 6 " V 2 0 0 P L U G V A L V E 6" 6 " C H E C K V A L V E 1 P U M P S S C H A I N / C A B L E H A N G E R C O N C R E T E E N C A S E M E N T 3 0 1 4 F L O O R D R A I N w / I N S E R T 2 " C I D R A I N 1 4 " P E R F O O T S L O P E 3 6 " F L A N G E A D A P T E R - F L ( T Y P O F 2 ) 2 ' - 1 1 " 5 ' - 0 " x 3 ' - 0 " A C C E S S H A T C H 5 E L E V = 4 5 9 4 . 0 0 D R A I N A G E G U I D E B A R B R A C K E T ( T Y P O F 2 ) * * 2 " S S R A I L ( T Y P O F 2 ) 6 " 9 0 ° B E N D - F L ( T Y P O F 2 ) 6 " P I P I N G 7 8 " S S I N V E L E V = 4 5 7 6 . 5 0 I N V E L E V = 4 5 8 6 . 5 0 8 ' - 0 " Ø I D P R E C A S T W E T W E L L P R O V I D E C O R R O S I O N R E S I S T A N T I N T E R I O R C O A T I N G P E R S E C T I O N 0 2 5 0 0 E L E V = 4 5 7 1 . 5 0 8 " S T R U C T U R A L F I L L C O M P A C T E D O N N A T I V E G R A D E S U B M E R S I B L E P U M P S ( T Y P O F 2 ) * * P - 2 P - 1 2 P U M P B A S E ( T Y P O F 2 ) * * 6 " x 4 " R E D U C E R - F L H I G H F L O A T = 4 5 7 6 . 0 0 L O W A L A R M = 4 5 7 4 . 0 0 6 " F L O O R S L E E V E ( T Y P O F 3 ) 1 5 6 2 0 9 1 " G A L V . P I P I N G W / U N I O N S 6 " F L E X I B L E C O U P L I N G - R E S T R A I N E D ( T Y P O F 2 ) P R E S S U R E G A U G E A N D D I A P H R A G M S E A L , 2 " X 1 " T E E C O N C R E T E F I L L E T 2 ' X 2 ' ( T Y P ) S E E D E T A I L 1 5 6 0 6 ( T Y P O F 4 ) 4 " V E N T 2 " D I N V E L E V = 4 5 9 0 . 5 0 1 5 2 0 5 F E / F I T - 1 0 6 Z S 1 1 0 Z S 1 0 9 5 0 k W G E N E R A T O R A N D D I E S E L T A N K 5'-5" 3 ' - 5 " 4 " T H I C K C O N C R E T E H O U S E K E E P I N G P A D 6 " 1 : 1 6 2 " S P A C E R L O W - L O W A L A R M = 4 5 7 3 . 5 0 P U M P O F F = 4 5 7 4 . 5 0 P U M P O N = 4 5 7 5 . 5 0 H I G H - H I G H F L O A T = 4 5 7 6 . 5 0 6 " F L E X I B L E C O U P L I N G - R E S T R A I N E D K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R S E C T I O N A - L I F T S T A T I O N P L A N S C A L E : 1 2 " = 1 ' - 0 " KEY NOTES:BYPASS PIPE IS PROVIDED FOR TEMPORARY EMERGENCY USEWITH A PORTABLE PUMP IF NORMAL PUMPS ARE INOPERABLEOR DURING UTILITY POWER LOSS.LIFT STATION PUMPS ARE SPECIFIED IN SECTION 11068.FLOOR DRAIN SHALL INCLUDE TRAP AND FLOOR DRAIN INSERTTO PREVENT WETWELL GAS FROM ENTERING BUILDING.LEVEL SENSOR IS SPECIFIED IN SECTION 11068.ACCESS HATCH SHALL BE HALLIDAY S2S6036 WITH LOCK ANDFALL-THROUGH PROTECTION GRATE OR APPROVED EQUAL.WETWELL VENT SHALL BE DUCTILE IRON FLXPE PIPE SHOPCOATED PER SECTION 09925 AND CARBON FILTER SHALL BEORENCO CF4 WITH VAN STONE FLANGE OR APPROVED EQUAL.DUCTILE IRON PIPING AND FITTINGS IN WETWELL OR BURIEDLOCATIONS SHALL BE COATED PER SECTION 09925.DUCTILE IRON PIPING AND FITTINGS IN VALVE BUILDING OREXPOSED SHALL BE COATED PER SECTION 09925. PROVIDE PIPESUPPORTS PER SECTION 15060 AND STANDARD DETAIL 15510 .FLOWMETER SHALL HAVE A MINIMUM OF 18" UPSTREAM AND 12"DOWNSTREAM STRAIGHT PIPE. PROVIDE SUPPORTS FOR PIPINGON BOTH SIDES OF THE METER.COMBINATION AIR VALVE IS SPECIFIED IN SECTION 15080.DAVIT CRANE LOADING IS UP TO 500 POUNDS FOR PUMP LIFTIN G . PRECAST MANUFACTURER SHALL ACCOUNT FOR PEDESTALMOUNT DAVIT EQUIPMENT ON LIFT STATION TOP SECTION.CONTRACTOR TO VERIFY GENERATOR DIMENSIONS PROVIDEDBY MANUFACTURER ARE COMPATIBLE WITH BUILDINGDIMENSIONS.2 1345 GENERAL NOTES:1.DOUBLE ASTERISK (**) INDICATED EQUIPMENT SUPPLIED BY THEPUMP MANUFACTURER AND INSTALLED BY THE CONTRACTOR.2.COMPONENTS SHOWN WITH A ( ) ARE SUPPLIED BY CONTROLSCONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR.3.BUILDING SHALL BE IN ACCORDANCE WITH STRUCTURAL ANDARCHITECTURAL DRAWINGS.4.ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITHELECTRICAL DRAWINGS.5.HEATING AND VENTILATION INSTALLATION SHALL BE INACCORDANCE WITH MECHANICAL DRAWINGS.6.COORDINATE LOCATION AND ORIENTATION OF LIFT STATIONWITH SITE DRAWINGS7.ALL BURIED FITTINGS AND PIPING SHALL HAVE THRUSTRESTRAINTS AND MARKINGS FOR "SEWER" ACCORDING TO THESPECIFICATIONS.8.INSTALL EQUIPMENT PER MANUFACTURER'SRECOMMENDATIONS. PROVIDE SS ANCHOR BOLTS FOR PUMPBASES AND GUIDE BAR BRACKETS9.PUMP CONTROL PANEL WILL INTERFACE WITH CITY SCADASYSTEM.10.THE CONTRACTOR SHALL NOTIFY ONE CALL @ 811 FOR UTILITYLOCATION. ALL EXISTING UTILITIES SHALL BE MARKED BEFOREDIGGING.11.WORK SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS), SIXTH EDITION, APRIL 2010 ANDPROJECT SPECIFICATIONS.678 S C A L E : 1 2 " = 1 ' - 0 " VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\M-1.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A L I F T S T A T I O N D E T A I L S M - 1 D A H E L B M E E 0 2 / 2 0 1 9 # # 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 9 1 0 10 1 1 1112 1 2 1 2 1212RECORDDRAWINGS07/08/2020 A B : 4 5 7 1 . 6 7 A B : 4 5 7 6 . 7 0 A B : 4 5 9 1 . 2 5 A B : 4 5 8 7 . 1 0 A B : 4 5 9 4 . 1 5 J J J J J N E M A 3 R A R E A U N C L A S S I F I E D FE/FIT-106 FLOW METER I N F L U E N T L I F T P U M P ( T Y P O F 2 ) P - 2 P - 1 N E M A 7 A R E A C L A S S 1 , D I V 1 E X P L O S I O N H A Z A R D L E V E L M O N I T O R I N G S E N S O R F L O A T S W I T C H ( T Y P O F 4 ) E L E C T R I C H A N D H O L E E H H - 2 S E E D E T A I L ( T Y P O F 2 ) E H H - 1 L I T - 1 0 1 * * * * * * * * C K T 2 C K T 1 F 1 C K T 1 F 1 C K T 1 E 1 E L E C T R I C U T I L I T Y S E R V I C E TE/TIT107 CITYSCADA,RTU-1 PB1PUMP CONTROLPANEL Y S 1 0 8 CP-1 PB1XFMR L P 1 T1 SERVICE ENTRANCERATED SWITCHSW1UTILITY METERGENERATOR E N T R Y A L A R M BUILDING TEMP T O R T U - 1 S C A D A A N T E N N A L O C A T I O N , C O O R D I N A T E A I M I N G A N D M O U N T I N G H E I G H T O N - S I T E . P R O V I D E R A D I O P A T H S U R V E Y . 2 Z S 1 1 0 Z S 1 0 9 CKT 9 L V - 1 CKT 2 PB1UH-1 EF-1 GND R O D S (TYP O F 2 ) CKT 13 T S E E D E T A I L ( T Y P ) T S H T E M P N S S E A L 1 0 1 1 0 1 * * * * T S H T E M P N S S E A L 1 0 1 1 0 1 * * * * CKT 1 E1 ATS N E M A 3 R A R E A U N C L A S S I F I E D 3 F L O W M E T E R F E / F I T - 1 0 6 M E R C U R Y F R E E F L O A T C O N T R O L S W I T C H E S ( T Y P O F 4 ) L E V E L M O N I T O R I N G S E N S O R N E M A 7 A R E A C L A S S 1 , D I V 1 E X P L O S I O N H A Z A R D 1 S S T E Y E L E T I N S L A B L E / L I T - 1 0 1 * * 2 2 L S H H - 1 0 5 * * L S H - 1 0 4 L S L - 1 0 3 L S L L - 1 0 2 * * * * * * I N F L U E N T L I F T P U M P S S E C U R E F L O A T S T O S S T C H A I N C O N C R E T E W E I G H T w / S S T E Y E L E T , P O S I T I O N A T B A S E O F C O N C R E T E F I L L E T 2 " S C H 4 0 P V C P I P E W I T H 1 2 " P E R F O R A T I O N S I N A C T I V E W A T E R Z O N E S S T C L A M P A N D A N C H O R S S T P I P E C L A M P A N D A N C H O R S Z S 1 1 0 Z S 1 0 9 P - 1 P - 2 M F R V A L V E L I M I T S W I T C H E S T S H T E M P N S S E A L 1 0 1 1 0 1 ( 2 ) ( 2 ) * * * * K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-1.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A L I F T S T A T I O N E L E C T R I C A L P L A N A N D S E C T I O N E - 1 D A H M W B M E E 0 2 / 2 0 1 9 # # 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N S E C T I O N A - P L A N S C A L E : 1 2 " = 1 ' - 0 " S C A L E : 1 2 " = 1 ' - 0 " A.THE COMPLETED INSTALLATION SHALL CONFORM TO ALLAPPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES ANDREGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARYPERMITS AND INSPECTIONS REQUIRED BY THE GOVERNINGAUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT,WORKMANLIKE, FINISHED, AND SAFE MANNER, ACCORDING TOTHE LATEST PUBLISHED N.E.C.A. STANDARDS OF INSTALLATION,UNDER COMPETENT SUPERVISION.B.THIS PROJECT CONSISTS OF A NEW LIFT STATION IN BOZEMAN,MT. VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIARWITH EXISTING CONDITIONS AND ALL FACTORS/INCIDENTALWORK WHICH MAY AFFECT THE EXECUTION OF THIS WORK.C.ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY,MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, U.L., OROTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURERSNAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISHSTYLE, QUALITY, APPEARANCE, USEFULNESS, AND BID PRICE.PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED DURING THESUBMITTAL PROCESS IN WRITING AND REVIEWED BY THEENGINEER PRIOR TO ORDERING THE EQUIPMENT.D.PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENTINSTALLED UNDER THIS DIVISION AGAINST DAMAGE BY OTHERTRADES, WEATHER CONDITIONS, OR ANY OTHER CAUSES.EQUIPMENT FOUND DAMAGED OR IN OTHER THAN NEWCONDITION WILL BE REJECTED AS DEFECTIVE.E.LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS,TOOLS, CONDUIT, WIRE SCRAPS, AND ALL MISCELLANEOUSSPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURINGCONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST,GRIT, AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINALACCEPTANCE OF WORK. PRIME AND REPAINT ALL STRUCTURALSURFACES THAT HAVE BEEN DRILLED OR WELDED.F.EXISTING INSTALLATION IS DEPICTED ON DRAWINGS IN LIGHTLINE TYPE, WITH NEW WORK INDICATED IN BOLD LINE TYPE ANDAS NOTES.G.DOUBLE ASTERISK (**) INDICATED EQUIPMENT SUPPLIED BY THEPUMP MANUFACTURER AND INSTALLED BY THE CONTRACTOR.H.COMPONENTS SHOWN WITH A ( ) ARE SUPPLIED BYCONTROLS CONTRACTOR AND INSTALLED BY ELECTRICALCONTRACTOR.I.COORDINATE ALL HVAC REQUIREMENTS WITH H-SHEETS ANDMEP COORDINATION SCHEDULE.KEY NOTES:GROUT AND SEAL ALL CONDUIT PENETRATIONS, SEALCONDUITS WATER TIGHT PER DETAIL 16010 .REFER TO M-1 AND SECTION 13705 FOR LEVEL CONTROLSETTINGS. COORDINATE WITH ENGINEER AND OPERATORS ATSTART-UP.NEMA 3R FOR ELECTRICAL COMPONENTS, J-BOXES, ANDFITTINGS INSIDE BUILDING.50kW, 480VAC, 3ɸ, 4W DIESEL GENERATOR. GROUNDGENERATOR PER NEC ART. 250. DO NOT BOND GROUND TONEUTRAL.F1 FIXTURE - ATLAS LIGHTING ILW25LED2D, 4500K CCT, 25W,3100 LUMENS OR EQUAL. PROVIDE SWITCH FOR INTERIORLIGHTS.E1 FIXTURE - ATLAS LIGHTING WSPS12LED, 4500K CCT, 12W, 1300LUMENS w/ INTEGRAL PHOTOCELL OR EQUAL. MOUNT AT 108"AFF.COAXIAL CABLE IN 1"C, COORDINATE WITH DIV. 13.SEE DETAILCARBON MONOXIDE ALARM. CONNECT TO 120V OUTLET. FIRSTALERT CO615B OR EQUAL.MOUNT RECEPTACLE AT 24" AFF CENTERED ON WALL. NOTSHOWN ON WALL FOR CLARITY.GND RODS 34" X 10', FULLY DRIVEN AND SPACE A MINIMUM OF 10'APART.12345 GENERAL NOTES:67810 6 7 1 4 5(TYP)910 8 ( T Y P ) 16056. 1 6 2 0 0 6 1111 R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 SCH. 8 0 P V C S L E E V E PRECAST WETWELL WALL SEAL ALL WALLPENETRATIONSPUMP MOT O R FEED OR L E V E L CONTROLCONDUCT O R S 24" MIN. BURY(ALL CONDUITS)TO DUPLEXPUMP PANEL REVERSIBLE SPLICESSUITABLE FOR WETLOCATIONSSEAL-OFF ANSI TIER 22 HANDHOLE WITH GASKETED COVER AND PE N T A - H E A D COVER BOLTS, HUBBELL QUAZITE, BOX P/N PG2424BG24, w / C O V E R S P/N PG2424HH0017P (PUMP MOTORS) AND P/N PG2424HH 0 0 1 4 P (CONTROLS) OR EQUAL.CONTRACTOR TO DETERMINE EXACT SIZE FOR THE HAN D H O L E B O X PER N.E.C. BASED ON THE NUMBER OF CONDUITS AND C O N D U C T O R S CORD GRIP SUITABLE FOR CLASS I, DIV.1, GROUP D LOCATIONS, COOPERCROUSE-HINDS CGBS OR EQUALNEMA 4 JUNCTION BOXSIZED TO FIT CONDUCTORS PERTHE N.E.C.SCH. 80 PVC A C C E S S H A T C H I N P A D . S C H . 8 0 P V C B E L L E N D K E L L E M S , H D S T A I N L E S S C O R D G R I P W / U N I V E R S A L E Y E , S I Z E P E R M F R P R O V I D E D C A B L E S I Z E . D R I L L A N D E P O X Y B O L T I N T O C O V E R S T A I N L E S S H O O K VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-2.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A L I F T S T A T I O N E L E C T R I C A L S E C T I O N S A N D D E T A I L S E - 2 D A H M W B M E E 0 2 / 2 0 1 9 # # 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R K E Y N O T E S : 1 G E N E R A L N O T E S : SEAL-OFF & JUNCTION BOX DETAI L 1 E - 1 SCALE: N.T.S. A . S E C T I O N V I E W S A R E D I A G R A M A T I C I N N A T U R E . C O N T R A C T O R T O F I E L D F I T A L L E Q U I P M E N T O N E Q U I P M E N T R I S E R . F L O A T S W I T C H E S A N D L E V E L E L E M E N T C O N D U C T O R S T O B E H U N G F R O M S W I T C H B R A C K E T I N S T E A D O F H O O K . 1 1 2' MIN D D W A R N I N G T A P E F I N I S H G R A D E # 1 2 G A L V . I R O N T I E D O W N W I R E . M A X . 4 ' - 0 " A P A R T S P A C E R S D = 3 " M I N F O R 2 " - 6 " C O N D U I T D = 2 " M I N F O R S M A L L E R C O N D U I T B A C K F I L L w / S A N D A M I N . O F 3 " A B O V E & 3 " B E L O W C O N D U I T S , H A N D T A M P B A C K F I L L w / C O N C . W H E N S H O W N . C O M P A C T E D T R E N C H B A C K F I L L C O N C R E T E S L A B L F M C J U N C T I O N B O X R A T E D F O R L O C A T I O N TO MOTOR, INSTRU M E N T OR PIPE GROU N D I N G R G S 1 6 0 5 6 C O N D U I T R I S E R S C A L E : N . T . S . 1 6 2 0 0 T Y P I C A L U N D E R G R O U N D C O N D U I T S C A L E : N . T . S . WALL BUILDINGFINISH GRADE LB CONDULETSSEAL ALLPENETRATIONSWATER TIGHTSCALE: N.T.S.CONDUIT ENTRANCE16010 R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-3.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A L I F T S T A T I O N E L E C T R I C A L S C H E D U L E S A N D O N E - L I N E D I A G R A M E - 3 D A H M W B M E E 0 2 / 2 0 1 9 # # 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R KEY NOTES:GENERAL NOTES:UTILITYSERVICEMNGNG1515J-BOX NG NEMA 3R, 75kVA,12470-480/277VAC, 3ɸ, 4W, 60HZSTEP DOWN TRANSFORMERMETER BASE BY CONTRACTORPER UTILITY REQUIREMENTS,METER BY UTILITYNEMA 3R, SERVICE ENTRANCE RATED,3-POLE, MAIN FUSED DISCONNECT "SW1",480/277VAC, 3ɸ, 4W, 60HZ, FUSE AT 100A,TIE NEUTRAL TO GROUND ONLY AT SW1(2) 34"x10" COPPER CLADGND RODS FULLY DRIVENEXOTHERMIC WELD GNDCONDNEMA 3R, PANELBOARD "PB1",480/277VAC, 3ɸ, 4W, 60HZSEE PANEL SCHEDULENEMA 3R, 10kVA, 480-120/240VAC,1ɸ, 3W, 60HZ STEP DOWNTRANSFORMER "T1"GROUND XFMR PER NECNEMA 3 R L O A D P A N E L " L P 1 " , 1 2 0 / 2 4 0 V A C , 1 ɸ , 3 W , 6 0 H Z SEE P A N E L S C H E D U L E S C A D A P A N E L R T U - 1 F L O W M E T E R LEVELMONITORINGFLOATSWITCHES MFR PROVIDEDDUPLEX PUMP PANELCP-1 F E E D E R S C H E D U L E A L L C O N D U C T O R S T O B E C O P P E R ( 4 # 2 , 1 # 4 G N D , 2 " C ) P W R F E E D E R T O S W 1 A N D P B 1 ( 1 # 4 G N D , 3 / 4 " C ) S W 1 B A R E C O P P E R G N D C O N D U C T O R T O 3 / 4 " X 1 0 ' G R O U N D R O D S ( 4 # 8 , 1 # 8 G N D , 1 . 5 " C ) D U P L E X P U M P C O N T R O L P A N E L P W R F E E D E R ( 2 # 1 0 , 1 # 1 0 G N D , 1 " C ) S T E P D O W N T R A N S F O R M E R P O W E R F E E D E R ( 3 # 8 , 1 # 1 0 G N D , 1 " C ) M O T O R F E E D E R S , R U N V F D C A B L E T O J B O X . ( M F R S U P P L I E D C A B L E ) P U M P M F R C A B L E , F L O A T S W I T C H C A B L E , O R L E V E L E L E M E N T C A B L E ( 3 # 4 , 1 # 8 G N D , 1 " C ) L O A D P A N E L , L P 1 , P O W E R F E E D E R ( 2 # 1 2 , 1 # 1 2 G N D , 3 / 4 " C ) P O W E R F E E D E R S T O 1 2 0 V A C L O A D S ( 8 # 1 4 , 1 " C ) F L O A T S I G N A L C O N D U C T O R S ( 1 # 1 6 T S P , 3 / 4 " C ) L E V E L E L E M E N T C O N T R O L C A B L E ( 1 # 1 6 T S P , 2 # 1 4 , 1 " C ) F L O W 4 - 2 0 m A S I G N A L A N D P U L S E T O T A L I Z E R C O N D U C T O R S ( 8 # 1 4 , 3 / 4 " C ) C P - 1 T O R T U - 1 ( 1 6 # 1 4 , 1 " C ) A N D ( 3 # 1 6 T S P , 3 / 4 " C ) D U P L E X P U M P C O N T R O L S I G N A L S T O S C A D A . ( 4 # 4 , 1 # 8 G N D , 1 . 5 " C ) G E N F E E D T O A T S ( 8 # 1 4 , 1 " C ) G E N C O N T R O L S T O A T S ( 1 2 # 1 4 , 1 " C ) A T S / G E N C O N T R O L S T O S C A D A ( 2 # 1 2 , 1 # 1 2 G N D , 1 " C / E A ) G E N E R A T O R B L O C K H E A T E R A N D B A T T E R Y C H A R G E R . ( 4 # 1 4 , 1 " C ) M O T O R T H E R M A L / S E A L ( 6 # 1 4 , 1 " C ) R U N x 2 , F A I L x 2 , S P A R E S ( 1 # 1 6 , T S P , 3 / 4 " C ) T E M P S I G N A L ( 2 # 1 4 , 3 / 4 " C ) B U I L D I N G E N T R Y A L A R M ( 2 # 1 6 T S P , 3 / 4 " C ) P U M P S P E E D ( 4 # 1 4 , 3 / 4 " C ) C H E C K V A L V E L I M I T S W I T C H ( 3 # 1 0 , 1 # 1 0 G N D , 1 " C ) E L E C T R I C U N I T H E A T E R P O W E R , E H - 1 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 141235J-BOX6 8 1 1 7910 FEEDER #8 COMES FROM LOAD PANEL FOR THEFLOW METER POWER.PROVIDE CONDUIT AND CONDUCTORS FROMRTU-1 TO CP-1 FOR GENERAL FAULT RUN CALL(x2), RUN STATUS (x2), FLOAT SWITCH SIGNALSAND WET WELL LEVEL.COORDINATE FEEDERS AS NECESSARY FORBLOCK HEATER AND BATTERY CHARGER ATGENERATOR.DO NOT BOND NEUTRAL TO GND ATGENERATOR.UNIT HEATERS NOT SHOWN FOR DRAWINGCLARITY. RUN A.GENERATOR LOUVER, LIGHTS, ANDRECEPTACLE POWER NOT SHOWN FORDRAWING CLARITY.A.REFER TO PANEL SCHEDULES ON THIS SHEETFOR CIRCUITING OF ALL ELECTRICAL LOADS ATLIFT STATION. 1 3 TO C P - 1 1 0 2 F I T - 1 0 6 LE/LIT-101LSHH-105LSH-104LSL-103LSLL-102 P-2P-1INFLUENT LIFTPUMPS TO RTU-12 12ONE-LINE DIAGRAMSCALE: N.T.S. 1 4 1 5 1 6 G 1415TO SCADATO LP-1 1617 NEMA 3R, 3-POLE, SOLID NEUTRAL, AUTOMATICTRANSFER SWITCH, 100A, 408/277V, 3Ø, 4W, 60HZ50KW, 480/277 VAC, 3Ø, 4W DIESELGENERATOR, WITH SOUNDATTENUATED WEATHER PROOFENCLOSURE 1 7 3 11 123410FROMATS16 1 2 4 3 1 8 1 9 2 0 2 1 2 2 192218 1 9 2 2 T E 1 0 7 2 0 YS108218 2 3 ZS11023ZS109 6 565 N O T E : C O O R D I N A T E G E N E R A T O R A C C E S S O R I E S W I R I N G O N - S I T E w / M F R . 2 4 24ELECT. UNITHTR, EH-1 R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\I-1.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R O C E S S A N D I N S T R U M E N T A T I O N L E G E N D I - 1 E L B E L B M E E 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E . E K S T O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 SEE SPECIFICATION 13705 FOR COMPLETE CONTROL DESCRIPTIONS.LSHH L S L L LIFT STATIONWET WELL LSH L S L LE LITP-1**P-2**LIFT STATION PUMPS ASAS 101 LIRLALL Y L R U N Y L F A I L L I F T S T A T I O N P U M P S WET WELL S I R % ( 2 ) LALLAHLAHH K Q I E T M F I R 1 0 6 M F E 1 0 6 Y L R U N H O A H S Y L F A I L LIF T S T A T I O N P U M P S SIC SPEE D CONT R O L SI%(2) A L T . ( 2 ) K Q I E T M L I F T S T A T I O N V A L V E B U I L D I N G 101105104 1 0 3 1 0 2 T S H T E M P N S S E A L 1 . S I N G L E A S T E R I S K ( * ) I N D I C A T E S E Q U I P M E N T S U P P L I E D B Y T H E D I V I S I O N 1 5 M A N U F A C T U R E R A N D I N S T A L L E D B Y T H E C O N T R A C T O R . 2 . D O U B L E A S T E R I S K ( * * ) I N D I C A T E S E Q U I P M E N T S U P P L I E D B Y T H E D I V I S I O N 1 1 M A N U F A C T U R E R A N D I N S T A L L E D B Y T H E C O N T R A C T O R . 3 . C O M P O N E N T S S H O W N W I T H A ( ) A R E S U P P L I E D B Y D I V I S I O N 1 3 . N O T E S : F I T 1 0 6 101102103104105 1 0 1 Y S 1 0 8 1 0 1 1 0 1 1 0 1 1 0 1 1 0 1 1 0 1 101101 1 0 1 1 0 1 1 0 1 ( 2 ) ( 2 ) ( 2 ) (2) ( 2 ) ( 2 ) ( 2 ) ( 2 ) ( 2 ) ( 2 ) Y L F A I L Y L R U N G E N E R A T O R 1 1 1 Y L B A T T E R Y L O W Y L Y L N O R M A L G E N E R A T O R Y L P O W E R F A I L A T S 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N O R M A L G E N E R A T O R F A I L R U N B A T T E R Y L O W A L A R M A C K T E / T I T 1 0 7 F L O W M E T E R T I R 1 0 7 B U I L D I N G T E M P Y S 1 0 8 B U I L D I N G E N T R Y TSHTEMP N S S E A L 101 1 0 1 (2) ( 2 ) LIRLALLLALLAHLAHHHS(4)101101102103104105WET WELL LEVELSET POINTS H S A L A R M A C K / R E S E T 1 0 1 ( 2 ) **** * * * * * * ** * * Z S O C 1 0 9 * Z S 1 1 0 * Z S 1 0 9 C H E C K V A L V E C L O S E D O C B U I L D I N G Z S 1 1 0 C H E C K V A L V E C L O S E D VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\I-2.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R O C E S S & I N S T R U M E N T A T I O N D I A G R A M I - 2 E L B E L B M E E 2 / 2 0 1 9 1REVIEW COMMENTS5/2018ELB M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 5"TYPICAL CONCRETE WALK DETAIL G U A R D P O S T N T S 3 ' - 0 " D I A M E T E R S L O P E 1 4 " P E R F O O T W I T H I N 3 6 " D I A . A R O U N D O F D R A I N T O E N S U R E P O S I T I V E D R A I N A G E F L O O R D R A I N J A Y R . S M I T H F I G . 2 0 0 5 Y , O R E Q U A L DEPTH VARIES D E E P S E A L P - T R A P F L O O R D R A I N D E T A I L PIPE SUPPORT F L O O R S L E E V E D E T A I L PIPE E N C A S E M E N T WALL PE N E T R A T I O N S E A L C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\STANDARD DETAILS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 2 0 2 0 REVISIONSe n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINEE R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S B O Z E M A N M O N T A N A L I F T S T A T I O N S T A N D A R D D E T A I L S 2 2 8 6 . 0 0 9 S D - 1 E L B E L B M E E 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 13'-4"21'-2"S-1 FOUND A T I O N / S L A B P L A N 1 2 ' - 0 " K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\S-1.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 9 . 0 0 9 M O N T A N A L I F T S T A T I O N - F O U N D A T I O N / S L A B P L A N S - 1 D A H N J M N J M 2 / 2 0 1 9 # # 1RECORD DRAWINGS07/08/2020CJF N A T E J . M E N U E Z 1 5 7 3 9 P E 0 2 / 2 2 / 2 0 1 9 ############ B O Z E M A N FOUNDATION/S L A B P L A N SCALE: 12"=1'-0" R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 2 ' - 5 " 5 ' - 0 " x 3 ' - 0 " A C C E S S H A T C H E L E V = 4 5 9 4 . 0 0 D R A I N A G E 1 2 " S S I N V E L E V = 4 5 7 6 . 5 0 I N V E L E V = 4 5 8 6 . 5 0 8 ' - 0 " Ø I D P R E C A S T W E T W E L L E L E V = 4 5 7 1 . 5 0 1 1 ' - 4 " 2'-0" # 6 @ 1 2 " O . C . , E A C H W A Y , T O P A N D B O T T O M S Q U A R E L 6 x 6 x 1 2 " X 0 - 4 " A N G L E C O N N E C T E D W I T H 3 4 " x 4 " H I L T I H A S R O D S D R I L L E D A N D E P O X I E D , T Y P . O F 6 E Q U A L L Y S P A C E D A R O U N D T H E P E R I M E T E R . 2 " K E Y W A Y F O R I N S T A L L A T I O N O F P R E C A S T W E T W E L L S E C T I O N G R O U T A N D S E A L A F T E R I N S T A L L A T I O N 5" I N V E L E V = 4 5 9 0 . 5 0 8 " S T R U C T U R A L F I L L C O M P A C T E D O N N A T I V E G R A D E S E E S E C T I O N 0 2 2 3 5 P R E C A S T C O N C R E T E L I D C A S T I N P L A C E C O N C R E T E F O U N D A T I O N M A T W I T H M I N I M U M D I M E N S I O N S S H O W N K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\S-2.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A L I F T S T A T I O N - R O O F F R A M I N G P L A N S - 2 D A H N J M N J M 0 2 / 2 0 1 9 # # 1RECORD DRAWINGS07/08/2020CJF N A T E J . M E N U E Z 1 5 7 3 9 P E 0 2 / 2 2 / 2 0 1 9 B O Z E M A N ROOF FRAMIN G P L A N SCALE: 12"=1'-0" S E C T I O N D - S C A L E : 1 2 " = 1 ' - 0 " R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 A B : 4 5 7 1 . 6 7 A B : 4 5 7 6 . 7 0 A B : 4 5 8 7 . 1 0 A B : 4 5 9 1 . 2 5 A B : 4 5 9 4 . 1 5 K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\S-3.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A G E N E R A L S T R U C T U R A L N O T E S S - 3 D A H N J M N J M 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF N A T E J . M E N U E Z 1 5 7 3 9 P E 0 2 / 2 2 / 2 0 1 9 B O Z E M A N GENERALEXCAVATION, FOUNDATIONS, BACKFILL REINFORCING STEELCONCRETE (CAST-IN- P L A C E ) GENERAL STRUCTURAL NOTES S T R U C T U R A L A L U M I N U M S T R U C T U R A L S T E E L R E Q U I R E D S P E C I A L I N S P E C T I O N A N D T E S T I N G M A S O N R Y S T R U C T U R A L I N S U L A T E D P A N E L S R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 INTERSECTION REINFORCING TYPICAL SINGLE MAT CORNER AND T Y P I C A L D O U B L E M A T C O R N E R & I N T E R S E C T I O N R E I N F O R C I N G R E I N F . F O R O P E N I N G S I N W A L L S A N D S L A B S EQUIPM E N T P A D N O T E S EQUIPMENT PAD A N C H O R B O L T B L O C K O U T S L A B C O N T R O L J O I N T S ( S C J ) C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\S-4 AND S-5.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 2 0 2 0 REVISIONSe n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINEE R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S B O Z E M A N M O N T A N A S T A N D A R D D E T A I L S 2 2 8 6 . 0 0 9 S - 4 E L B N J M N J M 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF N A T E J . M E N U E Z 1 5 7 3 9 P E 0 2 / 2 2 / 2 0 1 9 R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 MASONRY WALL CORNERS & INTERS E C T I O N S MASONRY WALL OPENIN G R E I N F O R C E M E N T M A S O N R Y L I N T E L S C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\S-4 AND S-5.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 2 0 2 0 REVISIONSe n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINEE R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S B O Z E M A N M O N T A N A S T A N D A R D D E T A I L S 2 2 8 6 . 0 0 9 S - 5 E L B N J M N J M 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF N A T E J . M E N U E Z 1 5 7 3 9 P E 0 2 / 2 2 / 2 0 1 9 R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 L O U V E R S C H E D U L E M A R K M F R M O D E L N U M B E R S I Z E ( W " x H " ) M A T E R I A L F U N C T I O N A I R F L O W ( C F M ) P R E S S U R E D R O P ( i n W C ) A I R V E L O C I T Y ( F P M ) M O U N T I N G F I N I S H A D D I T I O N A L D E T A I L S L V - 1 R U S K I N E L F 6 3 7 5 D X 1 2 x 1 6 A L U M I N U M S U P P L Y 3 0 0 0 . 0 5 5 4 4 W A L L A N O D I Z E D S E E B E L O W N O T E S : 1 . 6 " D E P T H L O U V E R . 2 . D R A I N A B L E L O U V E R . 3 . P R O V I D E M O T O R I Z E D D A M P E R ( R U S K I N M O D E L N U M B E R C D 4 0 X 2 ( 8 - 1 / 8 " D E E P ) L O W L E A K A G E I N S U L A T I N G D A M P E R ) . 4 . M O T O R I Z E D C O N T R O L D A M P E R A N D A C T U A T O R S H A L L B E P R O V I D E D A N D I N S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R . 5 . M O T O R I Z E D D A M P E R S H A L L B E P O W E R E D A N D C O N T R O L L E D B Y T E M P E R A T U R E C O N T R O L S C O N T R A C T O R . 6 . A R C H I T E C T U R A L F I E L D R E P R E S E N T A T I V E T O S E L E C T F I N A L C O L O R . 7 . P R O V I D E U N I T W I T H B I R D S C R E E N . V E R I F Y R O U G H O P E N I N G D I M E N S I O N S W I T H C O N S T R U C T I O N M A N A G E R P R I O R T O O R D E R I N G . E L E C T R I C U N I T H E A T E R S C H E D U L E S M A R K A R E A S E R V E D P O W E R ( K W ) O U T P U T ( M B H ) C F M M A N U F A C T U R E R M O D E L N U M B E R T Y P E E L E C T R I C A L H E A T E R A M P E R A G E R E M A R K S U H - 1 L I F T S T A T I O N 1 0 . 0 3 4 . 1 8 3 0 M O D I N E H E R 1 0 0 F A N - F O R C E D U N I T H E A T E R 4 8 0 / 3 / 6 0 1 2 . 3 S E E N O T E S 1 . S E E 3 / H - 2 F O R C O N T R O L R E Q U I R E M E N T S . D U C T M A T E R I A L S C H E D U L E S H A P E F U N C T I O N D E S C R I P T I O N M A T E R I A L P R E S S U R E C L A S S I N S U L A T I O N R - V A L U E N O T E S R E M A R K S R O U N D E X H A U S T A I R C O N D I T I O N E D S P A C E , C O N C E A L E D S H E E T M E T A L 2 " W R A P R - 5 2 , 5 1 - 4 R E C T A N G U L A R O U T S I D E A I R C O N D I T I O N E D S P A C E , E X P O S E D S H E E T M E T A L 2 " B O A R D R - 8 2 1 - 4 R E M A R K S 1 . P R O V I D E S E I S M I C B R A C I N G O F A L L D U C T W O R K A S R E Q U I R E D B Y L O C A L C O D E S . 2 . A L L D U C T W O R K D I M E N S I O N S S H O W N O N P L A N A R E I N S I D E C L E A R F R E E A R E A D I M E N S I O N S . 3 . A L L F I E L D - F A B R I C A T E D D U C T W O R K S H A L L B E F A B R I C A T E D P E R S M A C N A S T A N D A R D S A N D S H A L L B E M A D E O F 2 4 G A G E ( O R H E A V I E R ) S H E E T M E T A L . 4 . A L L D U C T W O R K S H A L L B E S E A L E D I N A C C O R D A N C E W I T H T H E 2 0 1 2 I E C C . N O T E S 1 . G A L V A N I Z E D ( P A I N T - R E A D Y W H E R E P A I N T I N G I S I N D I C A T E D ) 2 . W I T H A L L S E R V I C E I N S U L A T I O N J A C K E T ( A S J ) , S E A L E D A T T H E E X P O S E D S E A M S / E D G E S / C O R N E R S . 3 . P R O V I D E W I T H A L U M I N U M A L L - W E A T H E R J A C K E T ( P O L Y G U A R D A L U M A G U A R D 6 0 O R E Q U A L ) . 4 . P A I N T E D S Y S T E M N O . 5 P E R S E C T I O N 0 9 9 0 0 . 5 . I N S U L A T I O N R E Q U I R E D B E T W E E N E X H A U S T T E R M I N A T I O N A N D B A C K D R A F T / C O N T R O L D A M P E R . I N S U L A T I O N I S N O T R E Q U I R E D B E T W E E N B A C K D R A F T / C O N T R O L D A M P E R A N D R O O M O U T L E T / G R I L L E . 6 . N O I N S U L A T I O N I S R E Q U I R E D O N S U P P L Y A I R D U C T S E R V I N G E R V A I R H A N D L I N G S Y S T E M S . 7 . I N S U L A T E D D U C T S H A L L N O T R E Q U I R E P A I N T I N G P R I O R T O I N S U L A T I O N A P P L I C A T I O N . M.E.P. COORDINATION SCHEDULEMARKDESCRIPTIONELECTRICAL DATACONTROLNOTESSTARTER / D I S C O N N E C T S T A R T E R / D I S C O N N E C T C O N T I N U E D F E E D E R LOADVOLT-PHTYPEDIVTYPE D I V S I Z E ( N E M A ) S W I T C H ( A M P S ) F U S E ( A M P S ) E N C L O S U R E ( N E M A ) C O P P E R W I R E ( A W G ) C O N D U I T ( I N C H E S ) EF-1EXHAUST FAN1/6 HP120-1T / L15/162MSS 1 6 - - - 3 R 1 2 3 / 4 " UH-1ELECTRIC UNIT HEATER10 KW480-3T15/168CB 1 6 - - - - 1 0 3 / 4 " CONTROL TYPEDIVISION OF RESPONSIBILITIES: E L E C T R I C A L N O T E S : BASCCO2LPSTUCNABUILDING AUTO CONTROLCARBON MONOXIDE DETECTORSCONTINUOUS OPERATIONLIGHT SWITCHPRESSURE SWITCHTHEMOSTATUNIT CONTROLLER - TIED TO B.A.S.NOT APPLICABLE 15/1515/1616/16 FURNISHED AND INSTALLED BY DIV. 15, WIRED BY DIV. 15FURNISHED AND INSTALLED BY DIV. 15, WIRED BY DIV. 16FURNISHED AND INSTALLED BY DIV. 16, WIRED BY DIV. 16 1 . U N L E S S S P E C I F I C A L L Y N O T E D , A L L F E E D E R S S H A L L I N C L U D E A F U L L S I Z E N E U T R A L . I T I S T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O V E R I F Y W I T H T H E M A N U F A C T U R E R O F T H E A C T U A L E Q U I P M E N T B E I N G S U P P L I E D W H E T H E R A N E U T R A L I S R E Q U I R E D P R I O R T O R O U G H - I N . STARTER/DISCONNECT TYPENOTES:FDCBCSFDRVSSVFDMSSMOCPFWNAFUSED DISCONNECTCIRCUIT BREAKERCOMBINATION STARTER/DISCONNECT - HOAREDUCED VOLTAGE SOLID-STATEVARIABLE FREQUENCY DRIVE - HOAMANUAL STARTER SWITCHMOTOR OVER-CURRENT PROTECTIONFACTORY-WIRED SINGLE PT. CONNECTIONNOT APPLICABLE 1.2.3.4.5.6.7.8.9.INTEGRAL DISCONNECTS AND OVERLOADSINTEGRAL OVERLOADSINTEGRAL OVERLOADS, RECEPTACLERECEPTACLESINGLE POINT CONNECTIONPROVIDE RECEPTACLE AND DATA CONNECTION FOR PA N E L MOUNT ON UNI-STRUT IN FRONT OF UNITPB-1 CIRCUIT BREAKER W/ LOCK-OUTPANELBOARD IN SAME ROOM SERVICES AS DISCONNEC T GENERAL NOTES:1.ALL DUCT SMOKE DETECTORS FURNISHED BY DIV. 16, INSTALLED BY DIV. 15 AND WIRED BY DIV. 16. DIV 16 SHALL W I R E A L L F A N S TO SHUT DOWN WHEN ALARM IS INITIATED BY ANY DUCT SMOKE DETECTOR. G R I L L E , R E G I S T E R A N D D I F F U S E R S C H E D U L E M A R K M O D U L E S I Z E N E C K S I Z E F U N C T I O N T Y P E A I R F L O W ( C F M ) P E R F O R M A N C E D A T A A T M A X C F M D U C T S I Z E D A M P E R T Y P E S E L E C T I O N M O U N T I N G & F I N I S H A D D I T I O N A L D E T A I L S N . C . P R E S S U R E D R O P ( I N . W . C . ) T H R O W ( F T ) M F R M O D E L N U M B E R M O U N T I N G M A T E R I A L F I N I S H E - 1 1 8 " X 1 8 " 1 2 " X 8 " E X H A U S T P E R F O R A T E D G R I L L E 3 0 0 1 1 0 . 0 4 - - 1 2 " X 8 " N O N E K R U E G E R S 5 8 0 P D U C T A L U M I N U M W H I T E S E E B E L O W R E M A R K S : 1 . 0 ° B L A D E D E F L E C T I O N , I N S T A L L O N S A D D L E D U C T T A K E O F F W I T H L O C K I N G Q U A D R A N T T Y P E M A N U A L B A L A N C E D A M P E R 2 . P R O V I D E D A M P E R / E X T R A C T O R T O B A L A N C E S P E C I F I E D A I R V O L U M E R E M A R K S F O R A L L : 1 . S U B M I T T A L D A T A S H A L L I N C L U D E N . C . , T H R O W , V E L O C I T Y , A N D P R E S S U R E D R O P A S W E L L A S A L L P H Y S I C A L A N D I N S T A L L A T I O N D A T A . 2 . C O O R D I N A T E F R A M E A N D M O U N T I N G T Y P E W I T H C E I L I N G T Y P E S . S E E A R C H I T E C T U R A L F O R C E I L I N G T Y P E S . 3 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R P R O V I D I N G A L L F I T T I N G S A N D A C C E S S O R I E S R E Q U I R E D F O R A C O M P L E T E I N S T A L L A T I O N . 4 . N . C . V A L U E S I N S C H E D U L E A R E V A L I D F O R S C H E D U L E A I R F L O W O N L Y A N D R E P R E S E N T A M A X I M U M A C C E P T A B L E N . C . V A L U E . S U B S T I T U T E E Q U I P M E N T S H A L L H A V E N . C . V A L U E E Q U A L T O O R B E L O W N . C . I N S C H E D U L E A T A I R F L O W L I S T E D O N P L A N . S T A R T E R T Y P E S 1 . 1 . M A N U A L M O T O R S T A R T E R W I T H A U X I L L A R Y C O N T A C T S 1 . 2 . C O M B I N A T I O N S T A R T E R / F U S E D D I S C O N N E C T W I T H A U X I L L A R Y C O N T A C T S , P R O V I D E W I T H H O A S W I T C H . S E E D I V . 1 6 . 1 . 3 . N / A - I N T E G R A L F A N A C C E S S O R I E S A . S T A N D A R D D I S C O N N E C T P R E W I R E D B . G R A V I T Y B A C K D R A F T D A M P E R C . M O T O R I Z E D B A C K D R A F T D A M P E R D . R C G G A L V A N I Z E D C U R B E . R C A A L U M I N U M C U R B F . F A N S P E E D C O N T R O L L E R ( F S C ) G . I N L E T G R I L L E H . 4 2 W F L U O R . L I G H T I . H I N G E D , E X T E N D E D B A S E ( 1 2 " ) J . L E S S B I R D S C R E E N K . A L U M I N U M B I R D S C R E E N L . P V C - C O A T E D B I R D S C R E E N M . T I M E D E L A Y R E L A Y N . R O U N D W A L L C A P R E M A R K S 1 . F A N M O T O R S H A L L B E E L E C T R O N I C A L L Y C O M M U T A T E D . 2 . F A N S H A L L B E E P O X Y P O W D E R C O A T E D F O R C O R R O S I O N R E S I S T A N C E , I N C L U D I N G U V R E S I S T A N T T O P C O A T . C O A T I N G S S H A L L B E F A C T O R Y A P P L I E D . 3 . P R O V I D E D U C T I N G A S N E C E S S A R Y A N D A S S H O W N O N P L A N T O I N L E T G R I L L E O R F A C T O R Y - S U P P L I E D W A L L T E R M I N A T I O N , A S A P P R O P R I A T E . 4 . P R O V I D E S U P P O R T S T R U C T U R E A N C H O R E D T O B U I L D I N G A S R E Q U I R E D T O S U S P E N D U N I T A B O V E A C O U S T I C A L C E I L I N G . E X H A U S T F A N S C H E D U L E M A R K A R E A S E R V E D C F M E . S . P . M A N U F A C T U R E R M O D E L N U M B E R D R I V E T Y P E E L E C T . F A N R P M S O N E S M O T O R H . P . M O T O R R P M S T A R T E R T Y P E W E I G H T ( L B S . ) C O N T R O L F A N A C C E S S O R I E S R E M A R K S E F - 1 C O O K A C E - D 9 0 C 1 7 D E C D I R E C T R O O F M O U N T E D D O W N B L A S T 1 2 0 / 1 / 6 0 1 . 3 T H E R M O S T A T , S W I T C H A , C , D , F , G , H , J 1 , 2 , 3 S E L E C T I O N N O T E : A L L F A N S E L E C T I O N S M A D E A T P R O J E C T A L T I T U D E O F 2 , 0 0 0 F T A S L , 9 0 ° F A I R T E M P EXHAUST FAN (EF-1):THE EXHAUST FAN SHALL BE CONTROLLED IN TWO SEPARATE WAYS: BY THERMOSTAT AND MOTOR-RATED TOGG L E S W I T C H . I N T E R L O C K MOTORIZED DUCT CONTROL DAMPER ACTUATOR AND LOUVER CONTROL DAMPER ACTUATOR TO OPEN CONTROL D A M P E R W H E N F A N I S OPERATING AND CLOSE DAMPER WHEN FAN STOPS.A.THE FAN SHALL START WHEN THE TEMPERATURE IN THE SPACE REACHES 85 DEG F (ADJUSTABLE) AS DETER M I N E D B Y T H E W A L L MOUNTED THERMOSTAT. WHEN THE THERMOSTAT IS SATISFIED THE FAN SHALL BE STOPPED. SEE DETAIL 3/ H - 2 F O R C O N T R O L W I R I N G SCHEMATIC AND THERMOSTAT DETAILS.B.THE FAN MAY ALSO BE ENERGIZED MANUALLY BY HUMAN CONTACT VIA A MOTOR-RATED TOGGLE SWITCH LO C A T E D O N T H E I N T E R I O R BUILDING WALL.ELECTRIC UNIT HEATER (UH-1):UNIT-MOUNTED THERMOSTATS SHALL BE 2-POLE DESIGN SO THAT THEY CAN BE MANUALLY SWITCHED TO THE "O F F " P O S I T I O N D U R I N G PERIODS WHERE HEATING IS NOT DESIRED.A.ON A CALL FOR HEATING, A UNIT-MOUNTED, ADJUSTABLE THERMOSTAT SHALL PROVIDE POWER TO THE UNIT H E A T E R ' S E L E C T R I C A L HEATING ELEMENT AND ENABLE THE FAN TO RUN.B.WHEN THE THERMOSTAT HAS BEEN SATISFIED, THE FAN SHALL BE STOPPED AND THE ELECTRICAL HEATING E L E M E N T S H A L L B E DISABLED.1HVAC EQUIPMENT - SEQUENCE OF OPERATIONSN.T.S.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\H-1.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A L I F T S T A T I O N M E C H A N I C A L S C H E D U L E S & D E T A I L S H - 1 C M H J R H J R H 0 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF J O S E P H R . H U G H E S 4 1 1 3 5 P E 0 2 / 2 0 1 9 ############ B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 U H - 1 L V - 1 E F - 1 1 2 N E M A 3 R A R E A U N C L A S S I F I E D K E Y N O T E S : I N S T A L L R O O F M O U N T E D E X H A U S T F A N A T T H I S L O C A T I O N O N T H E R O O F . R E F E R T O D E T A I L 1 / H - 2 . P R O V I D E 1 8 " X 1 8 " D U C T F R O M I N T E R I O R G R I L L E A T 1 2 ' - 0 " A F F T O E X H A U S T F A N I N L E T W I T H T R A N S I T I O N A T F A N I N L E T A S R E Q U I R E D . S E E D E T A I L 3 / H - 2 F O R C O N T R O L S . C O O R D I N A T E L O C A T I O N O F L V - 1 S U C H T H A T O N E F U L L R O W O F 8 " B L O C K C A N B E I N S T A L L E D W I T H O U T C U T T I N G , O N T O P O F T H E L O U V E R . R E F E R T O S T R U C T U R A L D R A W I N G S F O R R E I N F O R C E M E N T R E Q U I R E M E N T S . S E E D E T A I L 2 / H - 2 . 1 2 G E N E R A L N O T E S : A . S E E D W G H - 1 F O R M E C H A N I C A L L E G E N D S A N D S C H E D U L E S . B . C O O R D I N A T E L O C A T I O N S , E L E V A T I O N S , D I M E N S I O N S , E T C . F O R E Q U I P M E N T P A D S W I T H M A N U F A C T U R E R A N D E N G I N E E R . C . P R O V I D E S E I S M I C S U P P O R T / B R A C I N G F O R H V A C E Q U I P M E N T , D U C T W O R K , A N D P I P I N G . P R O V I D E / F A B R I C A T E D U C T S U P P O R T S I N A C C O R D A N C E W I T H S M A C N A S T A N D A R D S . D . I N S T A L L H V A C E Q U I P M E N T P E R M A N U F A C T U R E R ' S W R I T T E N I N S T A L L A T I O N I N S T R U C T I O N S . E . F O R H E A T I N G E Q U I P M E N T , E N S U R E C O M P L I A N C E W I T H M A N U F A C T U R E R ' S " M I N I M U M D I S T A N C E T O C O M B U S T I B L E S " R E Q U I R E M E N T S . F . H V A C E Q U I P M E N T S H A L L B E I N S T A L L E D T O C O N F O R M W I T H T H E P R O V I S I O N S S E T F O R T H I N T H E I N T E R N A T I O N A L M E C H A N I C A L C O D E , C U R R E N T E D I T I O N A S A D O P T E D B Y T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N . G . E L E M E N T S P E N E T R A T I N G B U I L D I N G C O M P O N E N T S ( R O O F A S S E M B L I E S , W A L L A S S E M B L I E S , E T C . ) S H A L L B E S E A L E D W E A T H E R - A N D W A T E R - T I G H T . H . P R O V I D E I N S U L A T I O N F O R E X T E R I O R D U C T W O R K I N A C C O R D A N C E W I T H S E C T I O N 1 5 0 8 6 O F T H E P R O J E C T S P E C I F I C A T I O N S . F A B R I C A T E A N D I N S T A L L D U C T S U P P O R T S F O R E X T E R I O R D U C T W O R K A S R E Q U I R E D A N D P E R S M A C N A G U I D E L I N E S . I . E L E C T R I C A L E Q U I P M E N T L O C A T E D W I T H I N B U I L D I N G S S H A L L C O N F O R M T O T H E N E M A C L A S S I F I C A T I O N S D E S I G N A T E D F O R T H A T S P A C E . J . S E E D W G H - 1 F O R C O N T R O L S E Q U E N C E S O F A L L E Q U I P M E N T . K . T E S T A N D B A L A N C E N O T E : B A L A N C E S U P P L Y A N D R E T U R N A I R F L O W S A S S H O W N ; T H E N I N C R E A S E V F D S P E E D O F E R V E X H A U S T F A N A S R E Q U I R E D T O P R O V I D E N E G A T I V E P R E S S U R E O F 0 . 1 " W C I N S I D E T H E H E A D W O R K S R E L A T I V E T O A D J A C E N T B U I L D I N G S P A C E S . E X H A U S T F A N V F D S H A L L B E S E T M A N U A L L Y B Y T H E T E S T A N D B A L A N C E C O N T R A C T O R . L . M I T E R E D 9 0 ° E L B O W S I N R E C T A N G U L A R D U C T W O R K S H A L L B E F I T T E D W I T H D O U B L E - W A L L , F A B R I C A T E D T U R N I N G V A N E S . M . E L B O W S I N R O U N D D U C T W O R K A R E 1 . 5 D R A D I U S E L B O W S U N L E S S O T H E R W I S E N O T E D . N . T H E R M O S T A T S S H A L L B E M O U N T E D A T 4 ' - 0 " A F F . EXHAUST GRILLE 1" MINIMUM EXTENDED BASE-12"CURB FURNISHED AND INSTALLEDBY MECHANICAL CONTRACTOREXHAUST PLENUM W/EXTERNAL INSULATION EXHAUST FANMOTORIZED BACKDRAFTDAMPER PER SCHEDULEROOFTEXHAUSTFAN EF-1 H N 1 2 0 V NOTE:TRANSFORMER, RELAY AND ALL 120 VOLT WIRING BY ELECTRICALCONTRACTOR. LOW VOLTAGE WIRING, THERMOSTATS ANDDAMPER ACTUATORS BY MECHANICAL CONTRACTOR.COOL R E L A Y , R A T E D F O R L O A D C N MANUALOVERRIDESWITCHHOT 24VTRANSFORMER 1 2 0 V O L T W I R E I N N E C A P P R O V E D C O N D U I T ( T Y P O F A L L ) D A M P E R A C T U A T O R ( T Y P ) M O T O R O P E R A T E D D A M P E R HEATUNITHEATERUH-1 NHONEYWELL #TH5110DTHERMOSTAT OR EQUAL(1 HEAT / 1 COOL)$3VALVE BUILDING AREA TEMPERATURE CONTROL SCHEMATICN.T.S.1ROOF EXHAUST FANN.T.S. N O T E S : 1 . D O N O T A T T A C H D U C T T O T O P O F L O W E R L O U V E R . 2 . S E A L J O I N T B E T W E E N D U C T A N D S L E E V E W A T E R T I G H T A L L A R O U N D . 3 . I N S U L A T E D U C T A N D S L E E V E A S S P E C I F I E D . D O N O T C A U L K B E T W E E N F L A S H I N G & W A L L / L I N T E L . W A L L D R I P S I L L M A I N T A I N 1 / 8 " G A P B E T W E E N S L E E V E A N D B O T T O M O F L O U V E R F O R F R E E D R A I N A G E . P R O V I D E A L U M I N U M S H I M S A S R E Q U I R E D . D O N O T C A U L K T H I S G A P . C A U L K G A P B E T W E E N S L E E V E A N D A D J A C E N T F L A S H I N G / W A L L O N T O P A N D S I D E S . W A L L S L E E V E B I R D S C R E E N S I L L F L A S H I N G C A U L K G A P B E T W E E N L O U V E R A N D S L E E V E O N T O P A N D S I D E S . D O N O T C A U L K A T B O T T O M . H E A D F L A S H I N G M O T O R I Z E D 1 2 0 V A C 2 - P O S I T I O N D A M P E R , P O W E R C L O S E / S P R I N G O P E N , M O U N T A C T U A T O R O U T S I D E O F A I R S T R E A M . S E E E L E C T R I C A L D R A W I N G S F O R I N T E R L O C K W I T H G E N E R A T O R . S E E E L E C T R I C A L D R A W I N G S F O R W I R I N G / C O N T R O L D E T A I L S . LOUVER, S E E P L A N S F O R M O U N T I N G LOCA T I O N , S E E A R C H I T E C T U R A L PL A N S F O R M O U N T I N G H E I G H T 2 L O U V E R N . T . S . C O N C R E T E P A D 5 0 k W G E N E R A T O R A N D D I E S E L T A N K P A N E L S ( T Y P ) S E E E L E C T R I C A L D R A W I N G S L I F T S T A T I O N P L A N - M E C H A N I C A L S C A L E : 1 2 " = 1 ' - 0 " VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\H-2.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A L I F T S T A T I O N M E C H A N I C A L P L A N H - 2 C M H J R H J R H 0 2 / 2 0 1 9 1RECORD DRAWINGS07/08/2020CJF J O S E P H R . H U G H E S 4 1 1 3 5 P E 0 2 / 2 0 1 9 ############ B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-LIGHTING SHEETS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S 2 2 8 6 . 0 0 8 B O Z E M A N M O N T A N A E L E C T R I C A L D E T A I L S L - 1 A R G A R G A R G 2 / 1 9 R J H 2 / 1 9 1CITY REVIEW05/17/2019CPK A M Y G A L T 3 0 6 0 5 P E 0 2 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF LUMINAIRE SCHEDULESYMBOLTYPELAMPS D E S C R I P T I O N S M A N U F A C T U R E R C A T A L O G N O . O R S E R I E S M O U N T I N G / V O L T A G E E190W LED POLELIGHT WITH TYPE III DISTRIBUTI O N W / F U L L C U T O F F O P T I C S A N D 7 - P I N R E C E P T A C L E . M O U N T ON 30FT ROUND TAPERED POLE ON C O N C R E T E B A S E W I T H 6 F T A R M . P R O V I D E H U N T E R G R E E N FINISH (RAL#6005) PER CITY OF BOZE M A N S T A N D A R D S . P R O V I D E A R M A N D P O L E P E R C I T Y O F BOZEMAN STANDARDS. P H I L I P S L U M E C F I X T U R E : R F M - 9 0 W 4 0 L E D 3 K - G 2 - L E 3 F - D M G 5 - 2 4 0 - R C D 7 P O L E / 2 4 0 E250W LED POLELIGHT WITH TYPE II DISTRIBUTI O N W / F U L L C U T O F F O P T I C S A N D 7 - P I N R E C E P T A C L E . M O U N T ON 25FT ROUND TAPERED POLE ON C O N C R E T E B A S E W I T H 6 F T A R M . P R O V I D E A R M A N D P O L E PER CITY OF BOZEMAN STANDARDS. P H I L I P S L U M E C F I X T U R E : R F M - 5 0 W 4 0 L E D 3 K - G 2 - L E 2 F - D M G 5 - 2 4 0 - R C D 7 P O L E / 2 4 0 ELECTRICAL SYMBOL LEGE N D SYMBOLDESCRIPTIONS M O U N T I N G H E I G H T , U N O BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO P A N E L W I T H C I R C U I T S A S N O T E D . W I R E SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS I N D I C A T E P H A S E C O N D U C T O R S . L O N G TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DE D I C A T E D N E U T R A L C O N D U C T O R F O R EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GR O U N D C O N D U C T O R S H A L L B E P R O V I D E D WITH EACH HOME RUN.RACEWAY BELOW FLOOR OR BELOW GRADERACWAY STUB-OUT OR STUB-UP WITH BUSHED ENDPAD MOUNTED TRANSFORMERUTILITY ELECTRIC METERMETERLINE BREAKHANDHOLE SEE DETAIL 1/L-2KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHE E T . POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRET E B A S E . L E T T E R I N D I C A T E S F I X T U R E TYPE.PHOTOCELLDUPLEX RECEPTACLE. 1 8 " JUNCTION BOXFUSED DISCONNECT SWITCHBRANCH CIRCUIT PANELBOARDBREAKERCONTACTOR1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYM B O L S A P P E A R O N T H I S P R O J E C T . 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE F I N I S H E D F L O O R . M O U N T I N G H E I G H T S INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOT E D S P E C I F I C A L L Y O N T H E D R A W I N G S OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER M O U N T I N G H E I G H T S L I S T E D . P-1,3,5MMHH1PJC ABBREVIATIONSA or AMPAMPERESACALTERNATING CURRENTA/CAIR CONDITIONINGAFAMP FUSEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEALALUMINUMASAMP SWITCHBASBUILDING AUTOMATION SYSTEMBKRBREAKERCRACEWAY/CONDUITCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCKTCIRCUITC.O.RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRLCONTROLCUCOPPERDISCDISCONNECTDISTDISTRIBUTIONDPDTDOUBLE POLE DOUBLE THROWDWGDRAWINGEAEACHEFEXHAUST FANELECELECTRICEMTELECTRICAL METALLIC TUBINGEQUIPEQUIPMENTEX OREXISTEXISTINGFDFUSED DISCONNECTFLRFLOORFOFIBER OPTICFVNRFULL VOLTAGE NON-REVERSINGFVRFULL VOLTAGE REVERSINGGECGROUNDED ELECTRODE CONDUCTORGFIGROUND FALUT INTERRUPTERGNDGROUNDGRCGALVANIZED RIGID CONDUITHIDHIGH INTENSITY DISCHARGEHOAHAND-OFF-AUTOMATICHPHORSEPOWERHPSHIGH PRESSURE SODIUMHTRHEATERHZHERTZJ-BOXJUNCTION BOXKVAKILOVOLT AMPERESKWKILOWATTSLTGLIGHTINGMAXMAXIMUMMHMETAL HALIDEMINMINIMUMNNEUTRALNCNORMALLY CLOSEDNECNATIONAL ELECTRICAL CODENEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFDNON-FUSED DISCONNECTNICNOT IN CONTRACTNONORMALLY OPEN#NUMBEROCON CENTEROHOVERHEADPPOLEPBPUSHBUTTONPNLPANELPVCPOLYVINYL CHLORIDE CONDUITPWRPOWERRECEPTRECEPTACLERGSRIGID GALVANIZED STEELRMROOMRVNRREDUCED VOLTAGE NON-REVERSINGRVRREDUCED VOLTAGE REVERSINGSPSINGLE POLE TOGGLE SWITCHSPECSPECIFICATIONSPSTSINGLE POLE SINGLE THROWSSPBSTART-STOP PUSHBUTTONSWSWITCHTCTIME CLOCKTDTIME DELAYTSPTWISTED SHIELDED PAIRTTBTELEPHONE TERMINAL BOARDTYPTYPICALUGUNDERGROUNDUHUNIT HEATERUNOUNLESS NOTED OTHERWISEUONUNLESS OTHERWISE NOTEDVVOLTVAVOLT AMPERESWWATTSWPWEATHERPROOFW/OWITHOUTXFMRTRANSFORMERYWYE CONNECTEDDELTA CONNECTEDPHASE*THESE ABBREVIATIONS COMPRISE A STANDARD LIST;NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1 . P R I O R T O B I D C O N T R A C T O R S H A L L V I S I T T H E S I T E S . N O T A L L W O R K R E Q U I R E D T O C O M P L E T E T H E P R O J E C T I S S H O W N O N T H E D R A W I N G S . T H E C O N T R A C T O R S H A L L B E C O M E T H O R O U G H L Y F A M I L I A R W I T H A L L T H E W O R K R E Q U I R E D T O C O M P L E T E T H E P R O J E C T I N A D D I T I O N T O T H E L O C A L C O N D I T I O N S A N D I N C L U D E S A I D W O R K I N T H E B I D . 2 . G E N E R A L W O R K P R A C T I C E S F O R E L E C T R I C A L C O N S T R U C T I O N S H A L L B E I N A C C O R D A N C E W I T H N E C A 1 , " S T A N D A R D P R A C T I C E S F O R G O O D W O R K M A N S H I P I N E L E C T R I C A L C O N T R A C T I N G . " T H I S P U B L I C A T I O N I S A V A I L A B L E F R O M N C S A B Y T E L E P H O N E A T 3 0 1 - 2 1 5 - 4 5 2 1 O R O N - L I N E A T W W W . N E C A - N E I S . O R G . 3 . U . N . O . A L L P O L E S A N D M E T E R B A S E S S H A L L B E L O C A T E D 3 ' F R O M B A C K O F C U R B . V E R I F Y A L L S T A T I O N N U M B E R S A N D C O O R D I N A T E E X A C T L O C A T I O N W I T H C I V I L D R A W I N G S P R I O R T O R O U G H - I N . 4 . A L L N E W P O L E S S H O U L D B E P R O V I D E D W I T H B R E A K A W A Y B O L T S P E R M D T R E Q U I R E M E N T S . P R O V I D E T R A N S P O P O L E - S A F E M O D E L 4 1 0 0 O R E Q U A L . 5 . C O N T R A C T O R T O I M M E D I A T E L Y N O T I F Y E N G I N E E R A N D O W N E R O F A N Y C O N F L I C T S E N C O U N T E R E D D U R I N G C O N S T R U C T I O N . U N D E R N O C I R C U M S T A N C E S S H A L L C O N T R A C T O R R E S O L V E C O N F L I C T P R I O R T O N O T I F I C A T I O N . P R O J E C T N O T E S ELECTRICAL SPECIFICATION S RACEWAY:·MINIMUM RACEWAY SIZE: 1"-INCH TRADE SIZE.OUTDOORS:·EXPOSED CONDUIT: RIGID STEEL CONDUIT.·CONCEALED CONDUIT, ABOVE GROUND: EMT.·UNDERGROUND CONDUIT: RNC, TYP EPC-40-PVC, DIRECT BURIED. USE TYP E EPC-80-PVC UNDER PAVED SURFACES.·BOXES AND ENCLOSURES, ABOVE GROUND: NEMA250, TYPE 3R.CONDUCTORS:·ALL CONDUCTORS IN RACEWAY: TYPE THHN-THWN, SINGLE CONDUCTORS.·COPPER. SOLID FOR NO. 10 AWG AND SMALLER, STRANDED FOR NO. 8 AWGAND LARGER.·CONCEALED IN NEW CEILINGS AND WALLS: TYPE THHN-THWN, SINGLECONDUCTORS.METERING:·COMPLY WITH REQUIREMENTS OF UTILITIES PROVIDING ELECTRICAL POWE R SERVICES.·COORDINATE INSTALLATION AND CONNECTION OF UTILITIES AND SERVICES , INCLUDING PROVISION FOR ELECTRICITY-METERING COMPONENTS.·METERS WILL BE FURNISHED BY UTILITY COMPANY.·CURRENT-TRANSFORMER CABINETS: COMPLY WITH REQUIREMENTS OFELECTRICAL-POWER UTILITY COMPANY.·METER SOCKETS: COMPLY WITH REQUIREMENTS OF ELECTRICAL-POWERUTILITY COMPANY.·COMPLY WITH EQUIPMENT INSTALLATION REQUIREMENTS IN NECA 1.·INSTALL RACEWAYS AND EQUIPMENT ACCORDING TO UTILITY COMPANY'SWRITTEN REQUIREMENTS. PROVIDE EMPTY CONDUITS FOR METERINGLEADS AND EXTEND GROUNDING CONNECTIONS AS REQUIRED BY UTILITYCOMPANY. R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 TYPE ITYPE II MINIMUM INSIDE DIMENSIONSW = 13 INCHESL = 20 INCHESD = 12 INCHES PULL BOX COMPOSITEW =15 INCHESL = 25 INCHESD = 12 INCHES 1 " C L E A N S T O N E D R A I N A G E COPPER OR EQUAL CONCRETE SIDEWALK OR PAVERS C O N D U I T I N P L A C E A S R E Q U I R E D . ELECTRICAL BOND, NO.6 A W G P R O V I D E S T U B 4 - 6 " A B O V E B O T T O M O F P U L L B O X A N D C A P C O N D U I T F O R F U T U R E L U M I N A I R E S NOTES:FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT.FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE ANDOUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTHREINFORCEMENT.ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENTANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED ANDCERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETLVERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULLBOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE ANDOUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOPSURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000POUNDS.FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX.CITY LIGHTING HOLD DOWN BOLTSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-LIGHTING SHEETS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S 2 2 8 6 . 0 0 8 B O Z E M A N M O N T A N A E L E C T R I C A L D E T A I L S L - 2 A R G A R G A R G 2 / 1 9 R J H 2 / 1 9 1CITY REVIEW5/17/19CPK A M Y G A L T 3 0 6 0 5 P E 0 2 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF A N C H O R B O L T S F R O M P O L E M A N F . N O T E : · C O N T R A C T O R S H A L L G R I N D E X P O S E D C O N C R E T E S M O O T H . E X P O S E D C O N C R E T E S H A L L H A V E N O S O N O T U B E M A R K I N G S . · C O N T R A C T O R S H A L L P R E P E X P O S E D B A S E F O R E U C L I D V E R T I C O A T . A P P L Y P E R M A N U F A C T U R E R I N S T R U C T I O N S T O P R O V I D E A F I N I S H E D A P P E A R A N C E H O R I Z . R E I N F . S E E S C H E D U L E H A N D H O L E - 4 " X 6 " ( N O M I N A L ) T H W N C O N D U C T O R A S S H O W N O N P L A N S P R O V I D E 1 ' O F C O I L E D S L A C K O N C O N D U C T O R F E E D T H R U P R O J E C T A N C H O R B O L T S 3 " M I N . A B O V E T O P O F B A S E . P R O V I D E D O U B L E N U T S F O R L E V E L I N G U N I T ( O N E A B O V E A N D O N E B E L O W B A S E F L A N G E ) . P R O V I D E N O N - S H R I N K G R O U T I N V O I D B E T W E E N B A S E F L A N G E A N D T O P O F C O N C R E T E , L E A V I N G D R A I N H O L E . H A N D F I N I S H . C O N N E C T G R O U N D T O P O L E B A S E W / B O U N D R Y # G B 4 C P R O V I D E F U S E ( S ) I N C K T . T O B A L L A S T . F U S E ( S ) S H A L L B E B U S S T Y P . B B S . F U S E H O L D E R S S H A L L B E B U S S " T R O N " H E B W A T E R P R O O F . S I Z E O F F U S E S H A L L B E A S R E Q U I R E D B Y L U M I N A I R E M A N U F A C T U R E R . B A S E C O V E R B U S H C O N D U I T S R E I N F O R C E D C O N C . B A S E B Y E L E C T R I C A L C O N T R A C T O R 1 " C H A M F E R S E E S I T E P L A N F O R C O N D U I T S I Z E F I N I S H G R A D E . C O M P A C T S O I L I N 6 " M A X L I F T S I N E X C A V A T E D A R E A A R O U N D P O L E F O U N D A T I O N 3 P O L E B A S E N . T . S . C O N C R E T E B A S E S C H E D U L E * * * * * P O L E H T . B A S E S I Z E V E R T . R E I N F . H O R I Z . R E I N F . D E P T H * * * H E I G H T A F G 0 ' T O 1 4 ' 1 5 " S Q . ( 4 ) # 6 * # 3 @ 1 0 " O . C . 4 ' - 0 " 0 ' - 0 " 1 8 " R N D . ( 6 ) # 5 * * * * # 3 @ 1 0 " O . C . 4 ' - 0 " 0 ' - 0 " 1 4 ' T O 3 0 ' 2 0 " S Q . ( 4 ) # 7 * # 3 @ 1 2 " O . C . 7 ' - 0 " 0 ' - 0 " 2 4 " R N D . ( 6 ) # 6 * * * * # 3 @ 1 2 " O . C . 7 ' - 0 " 0 ' - 0 " 3 5 ' T O 4 0 ' 2 4 " R N D . ( 6 ) # 6 * * * * # 3 @ 1 2 " O . C . 8 ' - 6 " 0 ' - 0 " * P R O V I D E V E R T I C A L B A R S A T E A C H C O R N E R O F S Q . P I E R . * * P R O V I D E S P A C I N G O F S / 3 A T T O P 1 ' - 0 " O F P I E R . * * * D E P T H B E L O W F I N I S H E D G R A D E . * * * * S P A C E V E R T I C A L B A R S E V E N L Y A R O U N D P E R I M E T E R . * * * * * P R O V I D E R E I N F . C L E A R A N C E P E R A C I 3 1 8 . V E R T . R E I N F . S E E S C H E D U L E B A S E S I Z E S E E S C H E D . 2'-6" HEIGHT AFG SEE SCHED. DEPTH *** - SEE SCHED. N O T E : C O N T R A C T O R S H A L L C O O R D I N A T E A N D P R O V I D E B O L T C O V E R F R O M T H E P O L E M A N U F A C T U R E R T O E N S U R E T H E C L E A N E S T L O O K P O S S I B L E . 5 T Y P I C A L B R E A K A W A Y B O L T C O U P L I N G N . T . S . R E I N F O R C E D H A N D H O L E & C O V E R S I N G L E M E M B E R T Y P E M A S T A R M 1TYPICAL HAND HOLEN.T.S. 1 ' - 6 " 3 ' - 0 " M I N . 3 0 ' F O R T Y P E E 1 2 5 ' F O R T Y P E E 2 M A S T A R M 6 F T F I N I S H E D G R A D E S I D E W A L K P O W E R C O N D U I T T R E N C H S A N D 6 " B E L O W & 8 " A B O V E C O N D U I T . C O M P A C T T O 9 5 % R E L A T I V E D E N S I T Y . C O M P A C T B A C K F I L L T O 9 5 % O F R E L A T I V E D E N S I T Y . 9 5 % O F T - 9 9 A C R O S S R O A D W A Y S E D G E O F T R E N C H T O B E 3 6 " M I N . F R O M E D G E O F W A T E R O R S E W E R N E W T O P S O I L 3 6 " M I N 4 0 " M A X E X I S T I N G T O P S O I L U N D I S T U R B E D E A R T H 1 2 " M I N . S H O W S E P A R A T E 6 " W I D E M A R K I N G T A P E 6 " - 1 2 " B E L O W F I N I S H E D G R A D E C O N T R A C T O R S H A L L P R O V I D E L I K E V E G E T A T I O N D I S T U R B E D B Y T R E N C H O R P A T C H A N D R E - P A V E A S N E E D E D T O M A T C H A D J A C E N T S U R F A C E 2 T Y P I C A L T R E N C H D E T A I L N . T . S . 4 E X T E R I O R P O L E L I G H T - S T R E E T P O L E N . T . S . C U R B R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 A B : 6 " A B O V E F G > > > > > U C D U C D U C D UC D UC D UC D UTI L U T I L U T I L VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-LIGHTING SHEETS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S 2 2 8 6 . 0 0 8 B O Z E M A N M O N T A N A O V E R A L L L I G H T I N G P L A N L - 3 A R G A R G A R G 2 / 1 9 R J H 2 / 1 9 1CITY REVIEW05/17/2019CPK A M Y G A L T 3 0 6 0 5 P E 0 2 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF PRINCE LANE R O Y A L W O L F W A Y N E L S O N R O A D S E E S H E E T L - 6 SEE SHEET L-4 SEE SHEET L-5 E L E C T R I C A L G E N E R A L N O T E S A . I T I S A B S O L U T E L Y N E C E S S A R Y F O R A L L T R A D E S I N V O L V E D T O C O O R D I N A T E W I T H E A C H O T H E R A N D V E R I F Y T H A T T H E R E A R E N O C O N F L I C T S I N L O C A T I O N O F D U C T S , C O N D U I T S , D I F F U S E R S , B O X E S A N D O T H E R I T E M S T H R O U G H O U T T H I S P R O J E C T B E F O R E F I N A L P L A C E M E N T O F M A T E R I A L S . B . A L L D I M E N S I O N S A N D E X A C T U N I T L O C A T I O N S A R E T O B E F I E L D V E R I F I E D . T H E S E D R A W I N G S R E P R E S E N T S C H E M A T I C S Y S T E M S . L U M I N A I R E S S H A L L B E C E N T E R E D I N B O U L E V A R D V E R I F Y P O L E B A S E D O E S N O T C O N F L I C T W I T H S I D E W A L K . C . D I S T A N C E B E T W E E N P U L L B O X E S S H A L L N O T E X C E E D 3 0 0 F E E T . R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 UC D UC D UC D UC D UC D UC D UC D UC D UC D IR R I G IR R I G UC D UCD UCD UCD M A T C H L I N E M A T C H L I N E E 2 E 2 E 2 E 2 HH E 2 H H H H HH E 2 E 2 E2 H H H H H H H H H H H H HH HH H H M - 5 , 7 M - 5 , 7 M - 1 , 3 M - 1 , 3 M - 1 , 3 M-1,3 T Y P E 1 B O X A D J A C E N T T O E A C H L U M I N A I R E . R R O V I D E # 1 0 C U I N 1 " F R O M H A N D H O L E T O L U M I N A I R E ( T Y P ) T Y P E 2 B O X A T I N T E R S E C T I O N T Y P E 2 B O X A T I N T E R S E C T I O N T Y P E 2 B O X A T I N T E R S E C T I O N T Y P E 2 B O X A T I N T E R S E C T I O N 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2- #8 CU AND 1-#1 0 C U G N D I N 2 " C . 2- #8 CU AND 1-#10CU GND IN 2"C.2- #8 CU A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 " C . O . P O L E 2 5 P O L E 2 6 POLE 28 P O L E 3 1 P O L E 3 2 P O L E 2 7 P O L E 3 3 P O L E 3 4 M - 1 , 3 M - 1 , 3 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-LIGHTING SHEETS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S 2 2 8 6 . 0 0 8 B O Z E M A N M O N T A N A P R I N C E L A N E A N D R O Y A L W O L F W A Y E L E C T R I C A L P L A N L - 4 A R G A R G A R G 2 / 1 9 R J H 2 / 1 9 1CITY REVIEW05/17/2019CPK A M Y G A L T 3 0 6 0 5 0 2 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF R O Y A L W O L F W A Y PRINCE LANE E L E C T R I C A L G E N E R A L N O T E S A . I T I S A B S O L U T E L Y N E C E S S A R Y F O R A L L T R A D E S I N V O L V E D T O C O O R D I N A T E W I T H E A C H O T H E R A N D V E R I F Y T H A T T H E R E A R E N O C O N F L I C T S I N L O C A T I O N O F D U C T S , C O N D U I T S , D I F F U S E R S , B O X E S A N D O T H E R I T E M S T H R O U G H O U T T H I S P R O J E C T B E F O R E F I N A L P L A C E M E N T O F M A T E R I A L S . B . A L L D I M E N S I O N S A N D E X A C T U N I T L O C A T I O N S A R E T O B E F I E L D V E R I F I E D . T H E S E D R A W I N G S R E P R E S E N T S C H E M A T I C S Y S T E M S . L U M I N A I R E S S H A L L B E C E N T E R E D I N B O U L E V A R D V E R I F Y P O L E B A S E D O E S N O T C O N F L I C T W I T H S I D E W A L K . C . D I S T A N C E B E T W E E N P U L L B O X E S S H A L L N O T E X C E E D 3 0 0 F E E T . RECORDDRAWINGS07/08/2020 UC D UC D UC D UCD UC D UC D UC D UC D UCDUCDUCD M A T C H L I N E M A T C H L I N E M A T C H L I N E E 2 E 2 E 2 E1E1E1 E 1 E 1 E 1 E 1 E1E1 E 1 E 1 E 1 E 1 E 1 H H HH E 2 HH HH H H H H H H H H H H H H H H H H E 2 H H H H H H H H HH HH H H H H H H H H MHH H H HH M - 5 , 7 M - 5 , 7 M - 5 , 7 M - 1 , 3 M - 1 , 3 T Y P E 1 B O X ( U . N . O ) A D J A C E N T T O E A C H L U M I N A I R E . R R O V I D E # 1 0 C U I N 1 " F R O M H A N D H O L E T O L U M I N A I R E ( T Y P ) TYP E 2 B O X NEW LIGHTING C O N T R O L CENTER METERED PE D E S T A L SEE FIGURE 8 O N L - 1 T Y P E 2 B O X T Y P E 2 B O X T Y P E 2 B O X 2- #8 CU AND 1-#10CU GN D I N 2 " C . 2- #8 CU AND 1-#10CU GN D I N 2 " C . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . T Y P E 1 B O X ( U . N . O ) A D J A C E N T T O E A C H L U M I N A I R E . R R O V I D E # 1 0 C U I N 1 " F R O M H A N D H O L E T O L U M I N A I R E ( T Y P ) M-2,4M-2,4 M-6,8M-6,8M-6,8 M - 6 , 8 M - 6 , 8 M - 6 , 8 M - 6 , 8 M - 2 , 4 M - 2 , 4 M - 2 , 4 M - 2 , 4 M - 2 , 4 T Y P E 2 B O X 2- #8 CU AND 1-#10CU GND IN 2"C.2- #8 CU AND 1-#10CU GND IN 2"C.2- #8 CU AND 1-#10CU GND IN 2"C.2- #8 CU A N D 1 - # 1 0 C U G N D I N 2 " C . 4- #6 CU AND 2 - # 8 C U A N D 1-#10CU G N D I N 2 " C . 2- #6 CU A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 6 C U A N D 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 1 - # 1 0 C U G N D I N 2 " C . 2 - # 6 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 6 C U A N D 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 6 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 6 C U A N D 1 - # 1 0 C U G N D I N 2 " C . P O L E 8 P O L E 9 P O L E 1 0 P O L E 1 1 P O L E 1 2 P O L E 1 3 P O L E 1 4 P O L E 1 5 P O L E 1 6 P O L E 1 7 POLE 18 POLE 19POLE 20 POLE 21 P O L E 2 2 P O L E 2 3 P O L E 2 4 P O L E 2 9 P O L E 3 0 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-LIGHTING SHEETS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S 2 2 8 6 . 0 0 8 B O Z E M A N M O N T A N A P R I N C E L A N E , R O Y A L W O L F W A Y A N D N E L S O N R O A D E L E C T R I C A L P L A N L - 5 A R G A R G A R G 2 / 1 9 R J H 2 / 1 9 1CITY REVIEW05/17/2019CPK A M Y G A L T 3 0 6 0 5 P E 0 2 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF PRINCE LANE ROYAL WOLF WAY N E L S O N R O A D ELECTRICAL GENERAL NOTESA.IT IS ABSOLUTELY NECESSARY FOR ALL TRADES INVOLVED TO COORDINATEWITH EACH OTHER AND VERIFY THAT THERE ARE NO CONFLICTS INLOCATION OF DUCTS, CONDUITS, DIFFUSERS, BOXES AND OTHER ITEMSTHROUGHOUT THIS PROJECT BEFORE FINAL PLACEMENT OF MATERIALS.B.ALL DIMENSIONS AND EXACT UNIT LOCATIONS ARE TO BE FIELD VERIFIED.THESE DRAWINGS REPRESENT SCHEMATIC SYSTEMS. LUMINAIRES SHALL BECENTERED IN BOULEVARD VERIFY POLE BASE DOES NOT CONFLICT WITHSIDEWALK.C.DISTANCE BETWEEN PULL BOXES SHALL NOT EXCEED 300 FEET. M A T C H L I N E R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 > > > > > > > > > > U C D U C D U C D U C D U C D U C D U C D U C D U C D UCD UCDUCDIRRIGUCDIRRIG IRRIG IRRIG UTI L UTI L U T I L U T I L U T I L U T I L UCDUCDUCDMATCHLINEE2E2 E1E1E1E1 E 1 E 1 E 1 E 1 E 1 E 1 HHHHHHHHE2HHHH H H H H H H HHHH H H H H H H HH M-5,7 M-5,7 M-5,7TYPE 1 BOX (U.N.O) ADJACENT TOEACH LUMINAIRE. RROVIDE #10CU IN 1" FROM HANDHOLE TOLUMINAIRE (TYP)2- #8 CU AND 1-#10CU GND IN 2"C.2- #8 CU AND1-#10CU GND IN 2"C.M-6,8M-6,8M-2,4 M - 2 , 4 M - 2 , 4 M - 2 , 4 M-2,4M-6,8 M - 6 , 8 M - 6 , 8 M - 6 , 8 TYPE 2 BOXTYPE 1 B O X ( U . N . O ) ADJACENT T O E A C H LUMINAIRE. R R O V I D E #10 CU I N 1 " F R O M HAN D H O L E T O LUMINA I R E ( T Y P ) 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C . 2- #8 CU AND 1-#10CU GND IN 2"C.2- #8 CU AND1-#10CU GND IN 2"C.2- #6 CU AND 1-#10CU GND IN 2"C.2- #6 CU AND 2-#8CU AND1-#10CU GND IN 2"C.2- #6 CU AND1-#10CU GND IN 2"C. P O L E 1 P O L E 2 P O L E 3 P O L E 4 P O L E 5 P O L E 6 POLE 7 POLE 8 POLE 9POLE 10 POLE 11POLE 22POLE 23POLE 24 2- #8 CU AND 1-#10CU GND IN 2"C.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\E-LIGHTING SHEETS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S 2 2 8 6 . 0 0 8 B O Z E M A N M O N T A N A N E L S O N R O A D E L E C T R I C A L P L A N L - 6 A R G A R G A R G 2 / 1 9 R J H 2 / 1 9 1CITY REVIEW05/17/2019CPK A M Y G A L T 3 0 5 0 6 P E 0 2 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF N E L S O N R O A D ROYAL WOLF WAY E L E C T R I C A L G E N E R A L N O T E S A . I T I S A B S O L U T E L Y N E C E S S A R Y F O R A L L T R A D E S I N V O L V E D T O C O O R D I N A T E W I T H E A C H O T H E R A N D V E R I F Y T H A T T H E R E A R E N O C O N F L I C T S I N L O C A T I O N O F D U C T S , C O N D U I T S , D I F F U S E R S , B O X E S A N D O T H E R I T E M S T H R O U G H O U T T H I S P R O J E C T B E F O R E F I N A L P L A C E M E N T O F M A T E R I A L S . B . A L L D I M E N S I O N S A N D E X A C T U N I T L O C A T I O N S A R E T O B E F I E L D V E R I F I E D . T H E S E D R A W I N G S R E P R E S E N T S C H E M A T I C S Y S T E M S . L U M I N A I R E S S H A L L B E C E N T E R E D I N B O U L E V A R D V E R I F Y P O L E B A S E D O E S N O T C O N F L I C T W I T H S I D E W A L K . C . D I S T A N C E B E T W E E N P U L L B O X E S S H A L L N O T E X C E E D 3 0 0 F E E T . R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 ITEM NO.MATERIAL T O T A L U N I T INDICATES STATE FURNISHED MATERIAL* Q U A N T I T Y S U M M A R Y N O S C A L E C O N D U I T & W I R I N G A S R E Q U I R E D 1 B A R E N O . 6 A W G P L A S T I C C O N D U I T G R O U N D R O D C O P P E R W E L D S E R V I C E R A T E D 2 0 0 A M P M E T E R M A I N F R O N T S I D E 1 2 0 / 2 4 0 V O L T U N D E R G R O U N D S E R V I C E U N D E R G R O U N D S E R V I C E A S S E M B L Y D E T A I L N . E . M . A . T Y P E 3 R C A B I N E T 3 ' 6 ' M i n . 5 8 " x 8 ' 3 " M i n . 3 4 " S C H E D . 8 0 2 " R I G I D S T E E L C O N D U I T 5 ' M I N . 6 ' M A X . 2 " C O N D U I T B O D Y 2 " R I G I D S T E E L C O N D U I T W I R I N G A S R E Q U I R E D 6 " x 6 " P R E S S U R E T R E A T E D W O O D P O S T 1 0 ' I N L E N G T H . U N D E R G R O U N D S E R V I C E A S S E M B L Y D E T A I L N O S C A L E 686 183 000FOUNDATION CONCRETE 1 4 . 3 C U Y D 616 343 920CONDUIT - PLASTIC 2 IN 1 6 0 L N F T 616 343 924CONDUIT - PLASTIC 2 1/2 IN 1 3 8 L N F T 616 343 930CONDUIT - PLASTIC 3 IN 4 3 9 L N F T 616 783 007PULL BOX - COMPOSITE TYPE 2 3 E A C H 616 783 008PULL BOX - COMPOSITE TYPE 3 1 E A C H 617 033 214CABLE - COPPER 3 AWG 14 - 600V 8 3 5 L N F T 617 123 108CONDUCTOR - COPPER AWG 8 - 600V 8 5 0 L N F T 617 123 110CONDUCTOR - COPPER AWG 10 - 600V 4 9 0 L N F T 617 305 300HIGH EFFICACY LUMINAIRE LED 2 E A C H 617 333 160SERV ASSEMB - 60 AMP 1 E A C H 617 363 010PHOTO ELECTRIC CONTROL 1 E A C H 617 713 099SIG STANDARD TYPE 3-A-900-9 1 E A C H 617 781 000REMOVE AND SALVAGE MISC ELECTRICAL 1 L S U M 617 695 502SIG STANDARD TYPE 2-A-500-2 1 E A C H 617 483 110SIG-TRAF 1 COL-1 WAY 12 6 E A C H 617 713 098SIG STANDARD TYPE 3-A-900-8 1 E A C H VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\ES-01_ELECTRICAL-SUMMARY.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A E L E C T R I C A L P L A N S E L E C T R I C A L Q U A N T I T Y S U M M A R Y & U N D E R G R O U N D S E R V I C E A S S E M B L Y D E T A I L - - - - E S - 1 T E E T E E M E E 0 1 / 2 0 1 9 1MONTANA DEPARTMENT OF TRANSPORTATION REVIEW08/01/2019TEE T H O M A S E . E A S T W O O D 1 4 7 6 9 P E 0 5 / 2 0 / 2 0 2 0 4RECORD DRAWINGS07/08/2020CJF 3GAS MAIN SIGNAL LAYOUT MODIFICATIONS05/20/2020TEE 2MONTANA RAIL LINK COORDINATION08/14/2019TEE B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 W A T C H F O R V E H I C L E S S T A R T C R O S S I N G D O N ' T S T A R T F I N I S H C R O S S I N G I F S T A R T E D D O N ' T C R O S S T O C R O S S P U S H B U T T O N S T E A D Y F L A S H I N G TYPE 2A T Y P E 3 A PEDESTRIANPUSH BUTTONWHEN SPECIFIEDANCHOR BOLTPROTRUSIONSTRUCTURECONCRETELFACE OF CURBCOPPER GROUNDINGSTRAP BETWEENANCHOR BOLT,212" CLEARANCE N B O T T O M A N D S I D E S 1 4 " P L A T E T O P , 4 5 ° ( T Y P . ) O F W I R E C L A M P S H A F T F O R S U P P O R T W E L D H O O K T O P O L E C 5 J H E A 3 6 P L A T E F D L O W E R S H A F T F O R G R O U N D I N G N O T E A H A N D H O L E D E T A I L A N D A N U T H O L D E R B 4 5 ° ( T Y P . ) A 3 6 P L A T E ( B R E A K S H A R P E D G E S F O R W I R E P R O T E C T I O N ) 1 1 4 " 2 1 4 " C A P R E M O V A B L E ( B R E A K S H A R P E D G E S F O R W I R E P R O T E C T I O N ) U P P E R S H A F T 1 5 ' REMOVABLECAP A 1 2 ' M I N . M O U N T I N G H E I G H T TABLE 315'A TABLE 2DESIGN WEIGHT DESIGN AREA135 LB.MOUNTING POINTSNILNIL100 LB.9.0 SQ.FT.9.0 SQ.FT.105 LB.3.3 SQ.FT.210 LB.3.0 SQ.FT.200 LB.TABLE 1ABCD2" S I G N A L A R M POLE SHAFTE F G H J 2 " 2 " 2 " 1 2 1 2 K L M TYPE (A) LOWER SHAFTTYPE (B) LOWER SHAFT N F A T I G U E C A T E G O R Y 2 H E I G H T A N D E X P O S U R E F A C T O R K z C A L L O U T W E L D I N G P R O C E D U R E S , S Y M B O L S , B A S E M E T A L S P E C I F I C A T I O N S A N D G R A D E S P R I O R T O F A B R I C A T I O N O R A P P R O V A L . F I L L E R M A T E R I A L L U M I N A I R E M A S T A R M 2 1 2 " ( B R E A K S H A R P E D G E S F O R W I R E P R O T E C T I O N ) S I G N A L M A S T A R M A 5 3 P I P E ( B R E A K S H A R P E D G E S F O R W I R E P R O T E C T I O N ) U P P E R S H A F T A 3 6 P L A T E A 3 6 P L A T E 4 5 ° ( T Y P . ) L O W E R S H A F T E A C H P O L E S H A F T . 2 " 20' & 25'2' 0" MIN.REBAR HOOPS SPACEDEQUALLY AT ABOUT D E S I G N S T A N D A R D S I N A C C O R D A N C E W I T H T H E 2 0 1 5 A A S H T O L R F D S P E C I F I C A T I O N S F O R S T R U C T U R A L S U P P O R T S F O R H I G H W A Y S I G N S , L U M I N A I R E S , A N D T R A F F I C S I G N A L S ( A N D A N Y A M E N D M E N T S T H E R E T O ) . D E T A I L A R E R E Q U I R E D . P R O V I D E A R E M O V A B L E C O V E R P L A T E W I T H CURBPOLESHAFTTERMINALCOMPARTMENTSIGNAL STANDARDMAST ARMMOUNTINGPEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESSOTHERWISE SHOWN ON THE PLANS ELEVATOR PLUMBIZERMAST ARM MOUNTING B O T T O M A N D S I D E S 3 8 " P L A T E T O P , L O W E R S H A F T H A N D H O L E A N D C O V E R H A N D H O L E A N D C O V E R 19" SQ.21" SQ.19"21"2"ANCHOR BOLTS22" SQ.24" SQ. 2 3 " 2 5 " 1 1 2 " - 6 U N C - 6 " A 3 2 5 12.0 SQ.FT.77 LB.80 LB.8.0 SQ.FT.4.72 SQ.FT. D E S I G N W I N D V E L O C I T Y 7 0 0 Y E A R M R I B A S I C W I N D S P E E D P R O V I D E A N C H O R B O L T S C O N F O R M I N G T O A S T M F 1 5 5 4 O R E Q U A L . G A L V A N I Z E A N D T H R E A D T H E T O P E N D ( 1 2 " M I N . ) . 3 4 " - 1 0 U N C - 3 " A 3 2 5 ( T Y P . ) 1 0 " 1 4 1 2 " 2 " S C H E D U L E 4 0 A 5 3 P I P E 1 " P L A T E 3 4 " P L A T E 7 " 7 " 9 1 2 " 2 " S C H E D U L E 4 0 A 5 3 P I P E 4 " x 6 1 2 " 3 4 " P L A T E 1 3 " S Q . 1 5 " 3 4 " P L A T E S L O T = A N C H O R B O L T + 1 4 " ( T Y P . ) 1 8 " 1 2 " N U T H O L D E R 4 " x 6 1 2 " 3 4 " T H R E A D E D S C H E D U L E 4 0 2 " 6 1 2 " 1 " 2 " S C H E D U L E 4 0 A 5 3 P I P E 6 1 2 " L U M I N A I R E A R M M I N . 1 1 G A U G E U P P E R S H A F T M I N . 1 1 G A U G E 3 5 ' , 4 0 ' & 4 5 ' 12' 6"6" 1 0 ' 0 " 1 9 ' 0 " USE GRADE 60 REINFORCING STEEL 1'-4"LAP 3"6"3"6"5" TO 7"2" BEVEL 50', 55' & 60'55'60' 1 2 . 6 0 ' 1 2 . 6 0 ' B A S E S E C T I O N E N D S E C T I O N SIGNAL AR M S L I P J O I N T SPAN L E N G T H L E N G T H 4 5 . 0 0 ' 5 0 . 0 0 ' B A S E S E C T I O N W I T H F I E L D D R I L L E D H O L E F O R 5 8 " B O L T 5 8 " T H R U B O L T 1 1 2 " - 6 U N C - 6 " A 3 2 5 5 8 " - 1 1 U N C - 2 1 2 " A 3 2 5 ( T Y P . ) END SECTION WITH34" HOLE FOR 58"BOLT 3 " T H R E A D E D S C H E D U L E 4 0 A 5 3 P I P E , P R O J E C T I N G F R O M S H A F T 2 " , W I T H R E M O V A B L E C A P . B R E A K S H A R P E D G E S F O R W I R E P R O T E C T I O N . A R R O W T O B E L E F T O R R I G H T , O R B O T H A S R E Q U I R E D . B A C K O F C A S T I N G S H A P E D T O F I T C U R V A T U R E O F P O L E . S I G N , B L A C K L E T T E R S O N W H I T E B A C K G R O U N D . 5 " x 7 3 4 " A L U M I N U M 2 0 1 5 L R F D T Y P E 2 A & 3 A S I G N A L S T A N D A R D S , F O U N D A T I O N D E T A I L S , A N D T Y P I C A L S I G N A L M O U N T I N G S FIELD ASSEMBLEDTO ACHIEVE A SNUGTIGHT JOINT (MIN.OVERLAP NOT LESSTHAN 2.5 FT).CONDUIT (IF METAL)AND BARE AWG NO.6GROUND WIRE N O S C A L E * 1SIGNAL* 2EMERG. VEHICLEDETECTOR * 3 - * 3CSIGN PANEL * 1A - * 1CSIGNAL* 7LUMINAIRE* 8SIGNALS* 9PED. SIGNAL * 10CONTROLLER CA B . 15', 20', 25', 30', 35', 40'45', 50', 55', 60'134" x 48"2" x 48"30', 35', 40' & 45' *1, *2, & *3 *1, *1A, *2, *3, & *3A *1, *1A, *1B, *2, *3, *3A, & *3B *1, *1A, *1B, *1C, *2, *3, *3A, *3B, & *3C ( T Y P . ) G * 3 , * 3 A , * 3 B , * 3 C * 1 , * 1 A , * 1 B , & * 1 C * 7 z = 1 6 F E E T a = 9 . 5 z g = T A K E N A S 9 0 0 F E E T F O R E X P O S U R E C D E S I G N A L L T Y P E ( A ) L O W E R S H A F T S F O R A = 4 0 ' A N D A M O U N T I N G H E I G H T O F 4 5 ' . D E S I G N A L L T Y P E ( B ) L O W E R S H A F T S F O R A = 6 0 ' A N D A M O U N T I N G H E I G H T O F 4 5 ' . 1 2 ' 0 " 1 2 ' 0 " 1 1 ' 6 " 1 1 ' 6 " 3 ' 0 " 4 ' 0 " 3' 4"2' 0"CLASS10 OF #6 REBARM LONG (TYP.)EQUALLY SPACEDK OF #41' 0" CENTERS 7 ' 0 " 4 ' 0 " 2 ' 6 " 2 ' 6 " ± 1 ' 6 " * 7 * 1 C *3 *2*1 2' 6"3' 0" * 8 I S E L E V A T I O N A T B O T T O M O F T R A F . S I G N A L H E A D S ( F I E L D M O U N T E D ) * 9 I S E L E V A T I O N A T B O T T O M O F P E D . S I G N A L H E A D S ( F I E L D M O U N T E D ) * 1 0 I S E L E V A T I O N A T B O T T O M O F C O N T R O L L E R C A B I N E T ( B A N D M O U N T E D ) S I G N A L A R M L O W E R S H A F T F O U N D A T I O N 1312"15"516"516"MIN.BASEDIA.MIN.WALLTHICK.MTG. PTS.TERMINALCOMPARTMENTUSE PIPE BRACKETS TO MOUNT TRAFFIC ANDTYPICAL FOUNDATIONFOUNDATIONTYPICAL ORIENTATION FOR P I P E BRACKET MOUNTED SIGNAL S P E D E S T R I A N P U S H B U T T O N S I G N TYPICAL SIGNAL MOUNTINGS D E T A I L 5 A R M T E N O N S D E T A I L 2 S H A F T T O S H A F T C O V E R P L A T E D E T A I L I S R E Q U I R E D . C J P D E T A I L 3 L U M I N A I R E A R M C O N N E C T I O N D E T A I L 6 B A S E ( B R E A K S H A R P E D G E S F O R W I R E P R O T E C T I O N ) 2 " S C H E D U L E 4 0 A 5 3 P I P E 1 " S C H E D U L E 4 0 A 5 3 P I P E ( B R E A K S H A R P E D G E S F O R W I R E P R O T E C T I O N ) * 2 D E T A I L 1 S I G N A L A R M C O N N E C T I O N D E T A I L 4 L U M I N A I R E T E N O N *1A * 3 A 3 ' 0 " * 1 B * 3 B 3 ' 0 " 3 ' 0 " 1 2 ' * 3 C D E T A I L 4 D E T A I L 3 D E T A I L 1 & 2 D E T A I L 6 SIGNAL STA N D A R D T Y P E D E S I G N P A R A M E T E R S D I R E C T I O N A L F A C T O R K d = 0 . 9 5 , G U S T F A C T O R = 1 . 1 4 D R A G C O E F F I C I E N T S L R F D T A B L E 3 . 8 . 7 - 1 N O I C E L O A D S O R G A L L O P I N G D E S I G N A R E A = A R E A W I T H M A X I M U M W I N D L O A D ( W I N D I S P E R P E N D I C U L A R T O S T A N D A R D , A S S H O W N ) . D E S I G N W E I G H T = D E A D L O A D G A L V A N I Z E P O L E S H A F T S , A R M S , A N D A C C E S S O R I E S P E R A S T M A 1 2 3 . G A L V A N I Z E H A R D W A R E P E R A S T M F 2 3 2 9 . N O T E S DETAIL 5VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\ES-02_SIGNAL-STDS+FNDTN-DTLS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A E L E C T R I C A L P L A N S T Y P E 2 A & 3 A S I G N A L S T A N D A R D S , F O U N D A T I O N D E T A I L S , A N D T Y P I C A L S I G N A L M O U N T I N G S - - - - E S - 2 T E E T E E M E E 0 1 / 2 0 1 9 1MONTANA DEPARTMENT OF TRANSPORTATION REVIEW08/01/2019TEE T H O M A S E . E A S T W O O D 1 4 7 6 9 P E 0 8 / 0 1 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 12345678910111213141588888888888101010101010444441010101010101010 IDENTITYNO.DESCRIPTIVESYMBOL &WIRE SIZES10101017181920161010 NON-FUSED BREAKAWAY F U S E D B R E A K A W A Y FUSED BREAKAWAYNON-FUSED BREAKAWAYNON-FUSED NON-BREAKAWAY PROV I D E A P L U G A N D R E C E P T A C L E H O U S E D I N W A T E R - RESI S T A N T , S Y N T H E T I C R U B B E R C A P A B L E O F B U R I A L IN TH E G R O U N D O R I N S T A L L A T I O N I N S U N L I G H T . THE H O U S I N G , C O N S I S T I N G O F 2 S E C T I O N S , P R O V I D E S A WA T E R T I G H T S E A L A R O U N D T H E C A B L E A N D A WATE R T I G H T S E A L B E T W E E N T H E T W O S E C T I O N S A T THE P O I N T O F D I S C O N N E C T I O N . S U P P L Y E A C H K I T W I T H SUFFI C I E N T S I L I C O N E C O M P O U N D T O L U B R I C A T E M E T A L PART S A N D T H E R U B B E R H O U S I N G S F O R E A S Y A S S E M B L Y . WHE R E I N D I C A T E D , C R I M P A C O P P E R P I N A N D A C O P P E R RECE P T A C L E T O T H E C A B L E . T H E R E C E P T A C L E I S T O ESTA B L I S H C O N T A C T P R E S S U R E W I T H T H E P I N T H R O U G H THE U S E O F A C O P P E R B E R Y L L I U M S P R I N G A N D B E EQUI P P E D W I T H A D I S P O S A B L E M O U N T I N G P I N . T H E P I N IS TO B E C O N S T R U C T E D O F A T L E A S T H A L F - H A R D MATE R I A L . T H E C R I M P I N G P O R T I O N I S T O B E F U L L Y ANNE A L E D W H I L E T H E R E S T O F T H E P I N I S M A I N T A I N E D IN ITS O R I G I N A L S T A T E O F H A R D N E S S . T H E R E C E P T A C L E IS TO B E F U L L Y A N N E A L E D . T H E P I N A N D R E C E P T A C L E ARE T O L O C K T O G E T H E R S O T H E C O N N E C T I O N I S MAIN T A I N E D W H E N A M I N I M U M F O R C E O F 2 0 P O U N D S TENSI O N I S A P P L I E D T O T H E A T T A C H E D C A B L E S . PROV I D E F U S E D C O N N E C T O R K I T S C O N T A I N I N G A P A I R OF S P R I N G L O A D E D 9 0 % C O N D U C T I V I T Y C O N T A C T S F O R GRIP P I N G A S T A N D A R D M I D G E T F E R R U L E T Y P E F U S E . THE C O N T A C T S M U S T B E F U L L Y A N N E A L E D A N D ADAP T E D T O B E C R I M P E D T O T H E C A B L E . WATERTIGHT CONNECTORS 21 TYPE 21VARIESVARIESVARIESCOPPER SPLIT BOLT -MAKE WATERTIGHT USINGSELF ADHERING MASTIC 444444 666 6 6 66666 66NO SCALE TYPES 1, 6, 11 & 16 T Y P E S 2 , 7 , 1 2 & 1 7 TYPES 3, 8, 13 & 18TYPES 4, 9, 14 & 19TYPES 5, 10, 15 & 20 P U L L B O X - C O M P O S I T E M I N I M U M D I M E N S I O N S T Y P E 1 T Y P E 2 T Y P E 3 L W D I D L I D W C L C W = = = = = = = L W D I D L I D W C L C W = = = = = = = L W D I D L I D W C L C W = = = = = = = 2 0 " 1 3 " 1 2 " 1 7 " 1 0 " 1 8 " 1 1 " 2 5 " 1 5 " 1 2 " 2 1 " 1 1 " 2 3 " 1 3 " 3 2 " 1 9 " 1 2 " 2 8 " 1 5 " 3 0 " 1 7 " S T U B C O N D U I T 4 " T O 6 " A B O V E B O T T O M O F P U L L B O X W L D C W C L I D L I D W 3 " 2 3 " C O N C R E T E S I D E W A L K O R A S P H A L T P U L L B O X I N S T A L L E D I N A S I D E W A L K O R A S P H A L T S T U B C O N D U I T 4 " T O 6 " A B O V E B O T T O M O F P U L L B O X 1 " C L E A N S T O N E D R A I N A G E N O H I G H E R T H A N 2 " I N S I D E B O T T O M O F P U L L B O X C O N D U I T I N P L A C E A S R E Q U I R E D E L E C T R I C A L B O N D . N O . 6 A W G C O P P E R O R E Q U A L I F M E T A L C O N D U I T 1 2 " 1 2 " 2 3 " C O N C R E T E P A D P U L L B O X I N S T A L L E D I N D I R T 1 " C L E A N S T O N E D R A I N A G E N O H I G H E R T H A N 2 " I N S I D E B O T T O M O F P U L L B O X C O N D U I T I N P L A C E A S R E Q U I R E D 1 2 " 3 " E L E C T R I C A L B O N D . N O . 6 A W G C O P P E R O R E Q U A L I F M E T A L C O N D U I T P U L L B O X - C O M P O S I T E T Y P E 1 , 2 & 3 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\ES-03_WATERTIGHT-CONNECTORS+PULL-BOX-DTLS.DWG PLOTTED BY:CODY FARLEY ONJul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A E L E C T R I C A L P L A N S D E T A I L S W A T E R T I G H T C O N N E C T O R S & P U L L - B O X E S - - - - E S - 3 T E E T E E M E E 0 1 / 2 0 1 9 1MONTANA DEPARTMENT OF TRANSPORTATION REVIEW08/01/2019TEE T H O M A S E . E A S T W O O D 1 4 7 6 9 P E 0 8 / 0 1 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 TWISTLOCK TYPEPHOTO-ELECTRICCONTROLCONDUIT OUTLETBODYFIELD DRILL ANDTAP HOLE IN POLEFOR 1/2" PIPEINSTALLATION DETAIL FORPHOTO-ELECTRIC CONTROL SIGNAL POLE AWG NO.2 SERVICE 120/240 VOLTMAIN DISCONNECT200 AMPCIRCUIT BREAKER20 AMP,2 POLE,SINGLE THROWCIRCUIT BREAKER60 AMP,1 POLE,SINGLE THROWAWG NO.14AUTO-OFF-MANUALSWITCH PHOTO-ELECTRICCONTROL20 AMP CONTACTOR2 POLE,SINGLE THROW(120 V)(120 V)TO LUMINAIRES LIGHTNINGARRESTORGROUND ROD BARE AWG NO.6(GROUND)TO GROUND LUGOF EACH POLE (NEUTRAL)(120 V)TO FLASHINGBEACONSAWG NO.10 N.E.M.A.TYPE 3RCABINETAWG NO.6AWG NO.8SOLID STATE NEMADUAL CIRCUIT PLUG-INTYPE FLASHERAWG NO.14S-1 INTERSECTION BEACONS & LUMINAIRE SERVICE WIRING DIAGRAM N E W U G 6 0 A S E R V I C E P O L E M O U N T P H O T O E L E C T R I C C O N T R O L G R O U N D L U G I N P O L E B A S E A W G N O . 8 ( T Y P ) A W G N O . 1 4 ( T Y P ) A W G N O . 1 0 ( T Y P ) G R O U N D L U G I N P O L E B A S E ( T Y P ) SERVICE RATED200 AMP METERMAINVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\ES-04_WIRING-DIAGRAMS.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A E L E C T R I C A L P L A N S W I R I N G D I A G R A M S - - - - - - - - E S - 4 T E E T E E M E E 0 1 / 2 0 1 9 1MONTANA DEPARTMENT OF TRANSPORTATION REVIEW08/01/2019TEE T H O M A S E . E A S T W O O D 1 4 7 6 9 P E 0 8 / 0 1 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF B O Z E M A N R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OHP BTBTBTBTBTBTBTBTBTBT BT B T B T B T B T B T B T B T B T B T B T B T B T B T BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT B T B T B T GA S GA S GA S GA S GAS GAS GAS GAS GAS G A S G A S G A S G A S BP BP BP BP BP BP BCTV BCT V B C T V GASGAS G A S G A S G A S G A S G A S G A S G A S G A S 16W 16W 16W 16W 16W 16W 16W 16W 16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W H Y D UTIL UTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL U T I L U T I L 3UTILUTILUTILUTILUTIL U T I L U T I L U T I L U T I L 2 2 2 P P B PPB -0+50 0+00 1+00 2+001368+001369+00 1 3 7 0 + 0 0 1 3 7 1 + 0 0 TYPE 2PULL BOX T Y P E 2 P U L L B O X F U T U R E 1 0 0 ' R A D I U S R A D A R D E T E C T I O N A R E A FUTURE 100' RADIUSRADAR DETECTION AREA FUTURE SIGNALCONTROLLER(NOT IN CONTRACT)NEW S-1 60ASERVICETYPE 3PULL BOX(STACKED)POLE MOUNTPHOTOELECTRICCONTROL F U T U R E T Y P E 1 - 1 0 0 S I G N A L S T A N D A R D ( N O T I N C O N T R A C T ) T Y P E 2 P U L L B O X F U T U R E 1 0 0 ' R A D I U S R A D A R D E T E C T I O N A R E A N E W L U M I N A I R E O N S E P A R A T E C I R C U I T ( T Y P ) RAILROADRIGHT-OF-WAYBOUNDARYEXISTING RAILROADCENTERLINE ± 4 8 . 3 ' ±68.6' N O T E : R E M O V E & S A L V A G E E X I S T I N G L I G H T I N G & A P P U R T E N A N C E S T O O W N E R MONTANA DEPARTMENTOF TRANSPORTATIONHIGHWAY EASEMENTBOUNDARYMONTANA DEPARTMENTOF TRANSPORTATIONHIGHWAY EASEMENTBOUNDARY FOUND 2-INCH DIAMETERMONTANA DEPARTMENTOF TRANSPORTATIONALUMINUM CAP R A I L R O A D R I G H T - O F - W A Y A N D M O N T A N A D E P A R T M E N T O F T R A N S P O R T A T I O N H I G H W A Y E A S E M E N T B O U N D A R Y STRE E T N A M E S I G N SEE S H E E T T - 4 S T R E E T N A M E S I G N S E E S H E E T T - 4 STREET NAME SIGNSEE SHEET T-4 FUTURE TYPE 1-100SIGNAL STANDARD(NOT IN CONTRACT) 16W 1 6 W U T I L U T I L UTIL UTIL UTIL UTIL U T I L U T I L U T I L 3 U T I L U T I L U T I L U T I L U T I L 2 2 2 P P B P P B 1 2 3 U T I L P P B P P B VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\ES-05_FRONTAGE-RD+NELSON-RD_FUTURE-SIGNAL.DWG PLOTTED BY:CODY FARLEY ONJul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A E L E C T R I C A L P L A N S F R O N T A G E R O A D & N E L S O N R O A D I N T E R S E C T I O N B E A C O N & F U T U R E T R A F F I C S I G N A L P L A N - - - - E S - 5 T E E T E E M E E 0 1 / 2 0 1 9 1MONTANA DEPARTMENT OF TRANSPORTATION REVIEW08/01/2019TEE T H O M A S E . E A S T W O O D 1 4 7 6 9 P E 0 8 / 2 0 / 2 0 2 0 4REOCRD DRAWINGS07/08/2020CJF 3GAS MAIN SIGNAL LAYOUT MODIFICATIONS05/20/2020TEE 2MONTANA RAIL LINK COORDINATION08/14/2019TEE B O Z E M A N FRONTAGE ROAD NELSON ROAD POLE SCHEDULEPOLENO.1617 713 099 ITEM NUMBERTYPE3A-900-9 LINEFRONTAGE ROAD STATION1370+10.2 OFFSET(℄ POLE)57.8' RT TYPE OFPOLE BASEANCHOR FOUNDATIONDIA. x DEPTH4' x 12'LT ARROWRT ARROW PEDESTRIAN PUSH BUTTON--SIGN A L MAST A R M 55.00 F T L U M I N A I R E M A S T A R M 1 5 . 0 0 F T L U M I N A I R E H E I G H T 4 0 . 0 0 F T L U M I N A I R E T Y P E 1 6 0 W L E D 1 2 2617 713 0983A-900-8FRONTAGE ROAD1368+57.559.2' LTANCHOR4' x 12'--50.00 F T 1 5 . 0 0 F T 4 0 . 0 0 F T 1 6 0 W L E D C O N D U I T & W I R I N G S C H E D U L E I J A G H C D E F H N E W 1 O F 2 " P L A S T I C C O N D U I T N E W 1 O F 3 " P L A S T I C C O N D U I T I N E W 1 O F 3 " P L A S T I C C O N D U I T N E W 2 O F A W G N O . 8 C O N D U C T O R ( L I G H T I N G ) N E W 1 O F A W G N O . 1 0 C O N D U C T O R ( G R O U N D ) N E W 1 O F 3 A W G N O . 1 4 S I G N A L C A B L E ( P . E . C . ) N E W 3 O F 3 A W G N O . 1 4 S I G N A L C A B L E G N E W 1 O F 2 " P L A S T I C C O N D U I T F N E W 1 O F 2 - 1 / 2 " P L A S T I C C O N D U I T N E W 2 O F A W G N O . 8 C O N D U C T O R ( L I G H T I N G ) N E W 1 O F A W G N O . 1 0 C O N D U C T O R ( G R O U N D ) N E W 1 O F 3 A W G N O . 1 4 S I G N A L C A B L E E N E W 1 O F 2 - 1 / 2 " P L A S T I C C O N D U I T N E W 2 O F A W G N O . 8 C O N D U C T O R ( L I G H T I N G ) N E W 1 O F A W G N O . 1 0 C O N D U C T O R ( G R O U N D ) N E W 1 O F 3 A W G N O . 1 4 S I G N A L C A B L E D C N E W 2 O F 3 " P L A S T I C C O N D U I T N E W 2 O F A W G N O . 8 C O N D U C T O R ( L I G H T I N G ) N E W 1 O F A W G N O . 1 0 C O N D U C T O R ( G R O U N D ) N E W 2 O F 3 A W G N O . 1 4 S I G N A L C A B L E B N E W 1 O F 3 " P L A S T I C C O N D U I T N E W 2 O F A W G N O . 8 C O N D U C T O R ( L I G H T I N G ) N E W 1 O F A W G N O . 1 0 C O N D U C T O R ( G R O U N D ) N E W 1 O F 3 A W G N O . 1 4 S I G N A L C A B L E ( P . E . C . ) N E W 1 O F 3 A W G N O . 1 4 S I G N A L C A B L E A N E W 3 O F 3 " P L A S T I C C O N D U I T 2 0 4 0 1 0 2 0 0 S C A L E I N F E E T 3 0 6 0 1 5 3 0 0 S C A L E I N F E E T T Y P E 1 , 2 , O R 3 P U L L B O X S I G N A L I N D I C A T I O N W I T H C I R C U L A R F L A S H I N G Y E L L O W O R R E D D I S P L A Y S F U T U R E ( N O T I N C O N T R A C T ) S I G N A L I N D I C A T I O N W I T H V E R T I C A L L Y A R R A N G E D S I G N A L F A C E H A V I N G C I R C U L A R R E D , Y E L L O W , & G R E E N D I S P L A Y S F U T U R E ( N O T I N C O N T R A C T ) L E D P E D E S T R I A N S I G N A L I N D I C A T I O N W I T H C O U N T D O W N T I M E R F U T U R E ( N O T I N C O N T R A C T ) R A D A R D E T E C T O R F U T U R E ( N O T I N C O N T R A C T ) P E D E S T R I A N P U S H - B U T T O N W I T H L E F T O R R I G H T A R R O W F U T U R E ( N O T I N C O N T R A C T ) S I N G L E O R B I D I R E C T I O N A L E M E R G E N C Y P R E E M P T D E T E C T O R N E W L U M I N A I R E M O U N T E D O N S I G N A L S T A N D A R D F U T U R E ( N O T I N C O N T R A C T ) Y A G I C O M M U N I C A T I O N S A N T E N N A N E W C O N D U I T & W I R E S Y M B O L L E G E N D # # X S I G N A L P O L E N U M B E R S I G N A L I N D I C A T I O N R E F E R E N C E N U M B E R 3617 695 5022A-500-2FRONTAGE ROAD1369+30.037.5' RTANCHOR3' x 12'--20.00 F T - - - 3 S I G N A L I N D I C A T I O N S Y R 1 2 1 2 " L E D F L A S H I N G Y E L L O W P R O V I D E A R E F L E C T I V E B O R D E R O N B A C K P L A T E S 3 4 5 6 1 2 " L E D F L A S H I N G R E D 1 2 4 3 56 C O N D U I T R U N D E S I G N A T I O N F U T U R E ( N O T I N C O N T R A C T ) S I G N A L I N D I C A T I O N W I T H V E R T I C A L L Y A R R A N G E D S I G N A L F A C E H A V I N G C I R C U L A R R E D , Y E L L O W , & G R E E N D I S P L A Y S P L U S G R E E N & Y E L L O W R I G H T A R R O W F U T U R E ( N O T I N C O N T R A C T ) S I G N A L I N D I C A T I O N W I T H V E R T I C A L L Y A R R A N G E D S I G N A L F A C E H A V I N G S T E A D Y R E D , S T E A D Y Y E L L O W , F L A S H I N G Y E L L O W , & S T E A D Y G R E E N A R R O W D I S P L A Y S N E W 1 O F 2 " P L A S T I C C O N D U I T N E W 1 O F A W G N O . 1 0 C O N D U C T O R ( G R O U N D ) N E W 1 O F 3 A W G N O . 1 4 S I G N A L C A B L E B J N E W 1 O F 2 " P L A S T I C C O N D U I T R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 16W 16W 16W 16W 16W 16W 16W 16W 16WWS6W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 16W16W16W H Y D HYD////////////////////////////////////////////////////////////////////////////// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// //////OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHP OHP OHP BTBTBT BTBTBT B T B T B T B T B T B T B T B T B T B T BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTGASGASGASGASBPBP E F M E F M E 8 W E 8 W EFM EFM EFM EFM EFM EFM EFM EFM EFM EFM E8W E8W E8W E8W E8W E8W E8W E8W E8W E 6 W E 6 W E 6 W UCDUCDUCDUCDUCDUCDUCDUCDUCDUTILUTILUTILUTIL32PPBPPB FM FM FM FM FM FM FM FM FM FMF M F M F M F M F M F M F M F M F M F M F M FMFMFMFM FM FM FM FM 16W 16W 16W 16W 16W 16W 16W 16W 16WWS6W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 16W16W16W H Y D HYD0+001+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 STA 1+85.8 - 20.5' RTNELSON ROAD STA 0+61.71 - 74.47' RTNEW 16" 45 DEG HORIZ. BENDSTA 2+50.67 - 30.7' RTNEW 16" 11.25 DEG HORIZ. BEND S T A 3 + 7 3 . 7 - 2 5 . 0 4 ' R T D E F L E C T P I P E J O I N T S NEW 16" GATE VALVE 1 3 . 0 0 ' 1 2 . 0 0 ' N E W 1 6 " G A V E V A L V E S T A 4 + 7 5 . 1 - 2 5 . 1 ' R T S T A 4 + 8 0 . 1 7 - 2 5 . 1 ' R T N E W 1 6 X 6 T E E F H A S S ' Y 3 1 . 0 ' R T 4595 4600 4605 4610 4615 4620 4625 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 4 6 2 0 4 6 2 5 0+000+501+001+502+002+503+003+50 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 EG CL-4612.17EG CL-4612.39EG CL-4612.48EG CL-4612.42EG CL-4612.39EG CL-4612.41EG CL-4612.80EG CL-4613.41EG CL-4612.94EG CL-4613.38EG CL-EG CL-4616.20EG CL-4617.09EG CL-4617.47EG CL-4617.63EG CL-4618.08 EG CL-4618.41 EG CL-4618.56 EG CL-4618.87 EG CL-4618.67 EG CL-4617.59 EG CL-4617.87 EG CL-4620.93 EG CL-4620.78 EG CL-4621.27 EG CL-4621.61 EG CL-4621.79 EG CL-4621.37 EG CL-4619.97 EG CL-4619.38 EG CL-4621.51 EG CL-4621.60 EG CL-4622.52 EG CL-4622.26 EG CL-4621.37 EG CL-4619.32 EG CL-4619.32 EG CL-4619.53 EG CL-4619.67 EG CL-4620.00 EG CL-4620.38 FG CL-4612.84FG CL-FG CL-FG CL-4613.25FG CL-4613.05FG CL-4613.48FG CL-4614.48FG CL-4614.26FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- INV-INV-INV-INV-INV-INV-INV-INV-INV-4605.67INV-4605.58INV-4605.50INV-4606.06INV-4606.62INV-4607.19INV-4607.76INV-4608.32 INV-4608.75 INV-4609.18 INV-4609.61 INV-4610.04 INV-4610.01 INV-4609.90 INV-4609.79 INV-4609.68 INV-4609.56 INV-4609.45 INV-4609.34 INV-4609.23 INV-4609.12 INV-4609.01 INV-4608.89 INV-4608.78 INV-4608.67 INV-4608.56 INV-4608.45 INV-4608.72 INV- INV- INV- INV- INV- STA 0+61.7116" 45 DEG HORIZ. BENDINV= 4605.70STA 2+50.6716" 11.25 DEG HORIZ. BENDINV= 4605.52 S T A 8 + 7 0 . 2 5 1 6 X 8 R E D U C E R I N V = 4 6 0 9 . 0 3 S T A 8 + 7 6 . 2 7 C O N N E C T T O E X I S T I N G 8 " M A I N A N D I N S T A L L N E W 8 " G A T E V A L V E I N V = ± 4 6 0 8 . 9 6 EXISTING GRADEAT PROPERTY LINE M I N . 6 . 5 ' C O V E R ( T Y P . ) S T A 8 + 6 4 . 3 1 1 6 X 1 6 T E E I N V = 4 6 0 8 . 6 7 8 . 0 ' D E P T H B U R Y E L E V = 4 6 1 8 . 4 7 P R O P O S E D S E W E R F O R C E M A I N R E - G R A D E L O W S P O T T O E N S U R E 6 . 5 ' O F C O V E R STA 4+80.17 16 X 6 TEE INV= 4610.11 S T A 4 + 7 5 . 1 4 1 6 " G A T E V A L V E I N V = 4 6 1 0 . 0 1 8 W 8 W 8 W O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P B T B T B T B T B T B T B T B T B T B T B T B T E F M E F M E F M E 8 W E 8 W E 8 W E 8 W E 8 W E 8 W E6W EFM EFM EFM EFM EFM EFM E8W E8W E8W E8W FM FM 8 W 8 W 8 W VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\WATER.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A F R O N T A G E R O A D W A T E R C O N N E C T I O N S T A 1 2 + 0 0 - E N D W - 7 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N C O N N E C T I O N T O E X I S T I N G W A T E R M A I N S C A L E : 1 " = 1 0 ' 1 - 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 F R O N T A G E R O A D NELSON ROAD E X I S T I N G 8 " W A T E R M A I N ( T Y P . ) E X I S T I N G 8 " T E E R E M O V E E X I S T I N G C A P I N S T A L L N E W 8 " G A T E V A L V E E X I S T I N G F I R E H Y D R A N T N E W 1 6 X 8 R E D U C E R N E W 1 6 X 1 2 T E E W I T H S T U B A N D C A P T O T H E S O U T H W E S T F R O N T A G E R O A D I N S T A L L 6 8 6 L F 1 6 " A N D ± 1 0 L F 8 " C L A S S 5 1 D . I . W A T E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G N E W G A T E V A L V E O N E X I S T I N G 8 " M A I N N E W G A T E V A L V E O N E X I S T I N G 8 " M A I N P R O P E R T Y B O U N D A R Y M D T F A C I L I T Y C O S 4 7 3 F E X I S T I N G 1 . 5 " M D T S E W E R F O R C E M A I N I N S T A L L N E W P R E S S U R E R E D U C I N G V A L V E ( P R V ) O N E X I S T I N G 8 " W A T E R M A I N S E E S H E E T D - 4 EXISTING LIGHT POLETO BE REMOVED C O N N E C T I O N T O E X I S T I N G 8 " W A T E R M A I N . C O N T R A C T O R T O V E R I F Y H O R I Z O N T A L A N D V E R T I C A L L O C A T I O N . N O T E : C O N T R A C T O R T O V E R I F Y H O R I Z O N T A L A N D V E R T I C A L L O C A T I O N O F E X I S T I N G W A T E R M A I N . E X I S T I N G S E W E R F O R C E M A I N MATCH LINESEE SHEET W-5 N E W 1 6 " G A T E V A L V E A B : W O R K I N C L U D E D I N I M P R O V E M E N T S A G R E E M E N T . R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 A B : T O P O F P I P E E L E V . = 4 6 0 9 . 3 6 A B : P R V L O C A T I O N S E E D - 4 A N D W - 7 A A B : P R V L O C A T I O N S E E D - 4 A N D W - 7 A A B : 1 6 X 1 6 T E E A B : N O R T H E A S T 16W16W16W16W16W16W16W16W16W16W16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 2 W 1 2 W 1 2 W 1 2 W OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P BTBTBTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T E 8 W E 8 W E6W EFM EFM EFM EFM EFM EFM E8W E8W E8W E8W FMFMFMFMFMFMFMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M 16W16W16W16W16W16W16W16W16W16W16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 2 W 1 2 W 1 2 W 1 2 W 6+00 7+00 8+00 9+00 S T A 6 + 9 3 . 6 7 - 2 5 . 1 ' R T N E W 1 6 X 1 2 R E D U C E R N E W 1 2 " G A T E V A V L E S T A 6 + 9 9 . 1 - 2 5 . 1 ' R T N E W 1 2 " G A T E V A L V E S T A 7 + 2 4 . 1 - 2 5 . 1 ' R T S T A 7 + 3 1 . 0 5 - 2 5 . 2 ' R T N E W 1 6 X 1 2 R E D U C E R S T A 8 + 6 4 . 3 1 - 2 5 . 2 ' R T N E W 1 6 X 1 6 T E E S T A 8 + 7 0 . 2 5 - 2 5 . 2 ' R T N E W 1 6 X 8 R E D U C E R 4 6 2 0 4 6 2 2 . 0 0 462 0 462 1 . 0 0 4619.00 4620 46204619.004618.00 4618.00 4619.00 4620 4621.00 4622.00 4605 4610 4615 4620 4625 4 6 0 5 4 6 1 0 4 6 1 5 4 6 2 0 4 6 2 5 6+006+50 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 EG CL-4621.27EG CL-4621.41EG CL-4621.55EG CL-4621.64EG CL-4621.72EG CL-4621.79EG CL-4621.77EG CL-4621.64EG CL-4621.09EG CL-4620.53 EG CL-4619.97 EG CL-4619.62 EG CL-4619.52 EG CL-4619.95 EG CL-4620.74 EG CL-4621.51 EG CL-4621.55 EG CL-4621.58 EG CL-4621.64 EG CL-4621.95 EG CL-4622.52 EG CL-4622.41 EG CL-4622.31 EG CL-4622.16 EG CL-4621.83 EG CL-4621.37 EG CL-4620.61 EG CL-4619.34 EG CL-4619.30 EG CL-4619.16 EG CL-4619.32 FG @ WL-4621.00FG @ WL-4620.97FG @ WL-4620.94FG @ WL-4620.91FG @ WL-4620.88FG @ WL-4620.86FG @ WL-4619.42FG @ WL-4617.69FG @ WL-4617.14FG @ WL-4617.37 FG @ WL-4617.44 FG @ WL-4617.43 FG @ WL-4617.55 FG @ WL-4617.68 FG @ WL-4617.97 FG @ WL-4619.26 FG @ WL-4620.62 FG @ WL-4621.98 FG @ WL-4622.86 FG @ WL-4622.89 FG @ WL-4622.92 FG @ WL-4622.80 FG @ WL-4622.54 FG @ WL-4622.02 FG @ WL-4621.18 FG @ WL-4620.35 FG @ WL-4619.63 FG @ WL-4619.18 FG @ WL- FG @ WL- FG @ WL- INV -4609.58INV -4609.53INV -4609.49INV -4609.44INV -4609.40 INV -4609.35INV -4609.31INV -4609.26INV -4609.22INV -4609.34 INV -4609.53 INV -4609.53 INV -4609.54 INV -4609.51 INV -4609.31 INV -4609.23 INV -4609.15 INV -4609.08 INV -4609.00 INV -4608.92 INV -4608.85 INV -4608.77 INV -4608.69 INV -4608.61 INV -4608.54 INV -4608.82 INV -4608.78 INV -4608.74 INV - INV - INV - S T A 8 + 7 0 . 2 5 1 6 X 8 R E D U C E R I N V = 4 6 0 9 . 0 3 S T A 8 + 7 6 . 2 7 C O N N E C T T O E X I S T I N G 8 " M A I N A N D I N S T A L L N E W 8 " G A T E V A L V E I N V = ± 4 6 0 8 . 9 6 S T A 8 + 6 4 . 3 1 1 6 X 1 6 T E E I N V = 4 6 0 8 . 6 7 STA 6+99.1412" GATE VALVEINV= 4609.54 S T A 7 + 2 4 . 0 7 1 2 " G A T E V A L V E I N V = 4 6 0 9 . 5 4 STA 7+31.05 16 X 12 REDUCER INV= 4609.37 STA 6+93.6716 X 12 REDUCERINV= 4609.37STA 6+79.68CONNECT TO PREVIOUSLYINSTALLED 16" MAININV = ±4609.22VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 0 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\BOUND CAD FILES\2ND HALF\WATER-FRONTAGE ROAD PRV.DWG PLOTTED BY:CODY FARLEY ON Jul/27/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINE E R : P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A F R O N T A G E R O A D W A T E R C O N N E C T I O N S T A 1 2 + 0 0 - E N D 3 0 A W - 7 A C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2RECORD DRAWINGS07/08/2020CJF B O Z E M A N 5:1 SLOPE (MAX) 3 D - 1 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 5 1 0 1 0 2 0 F R O N T A G E R O A D P R O P O S E D G R A D E A L O N G W A T E R M A I N . R E M O V E E X I S T I N G B E R M S T O A C H I E V E F I N A L G R A D E A S S H O W N . ± 5 5 0 C Y T O B E R E M O V E D E X I S T I N G G R A D E A T P R O P E R T Y L I N E P R V S H E E T D - 4 I N I T I A L D E S I G N P I P E I N V E R T E L E V A T I O N E X I S T I N G E D G E O F A S P H A L T 1 2 . 0 0 ' A L L - W E A T H E R A C C E S S R O A D R 1 5 . 0 0 ' ( T Y P . ) P R V R I M = ± 1 7 . 5 P R O P E R T Y L I N E R E C O R D D R A W I N G S 0 7 / 0 8 / 2 0 2 0 A B : S E E S H E E T W - 7 A