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SID 675, 676, 677, & 678 - 19th & Valley Center SID 1299(003)
DESIGN DATA r .ER D - - °� CITY OF BOZEMAN, MONTANA L INCOL GLACIER OGLE y HILL VALLEY OANI LS N.19TH AVE.(1/-1201) I DUSEVEL F ATHEAD q m 2004 A.D.T.= 19,050 LETTING PON RA BLAINE _— --- -- 2024 A.D.T.= 37,900 DESIGN CHOUTEA RICHLAND 4 SANDERS TETON PHILLIPS CO SID NO. 675 - N. 19TH AVE. SID NO. 677 - N. 19TH & VALLEY CENTER RD SIGNAL D.H.V. 3790= O LENIS GARFIELD DANSON T.= 80 uI SID NO. 676 - VALLEY CENTER RD SID NO. 678 - N. 19TH & CATTAIL ST. SIGNAL = 80 k"'''' 1 o ; CLARA FERGII80 w •`"� JLwITH cp g` GROWTH RATE = 85% \g' SOUL ASCADE 4.P q7 �� BASIN MONTANA DEPT. OF TRANSPORTATION PROJECT NO. SID 1299(003) NEAG ER w US LSHEL ROSEBUD ` J GRAN, EA AN r G, GS, PMBS, DRAINAGE, SIGNALS & LIGHTING y C `'�E 9F, CUSTER FALL m A 19TH & VALLEY CENTER - BOZEMAN SID VALLEY CENTER A.D.T.= 211) 3, CARTER 2004 A.D.T.= 8850 LETTING BEAVERIIEA POWDER 2024 .T = 23,490 DESIGN CA !)1 BIG IIDRN RIVER (A LIMITED ACCESS FACILITY) D.H.V.= 2580 T GALLATIN COUNTY THIS PROJECT V.= 00 krrvfi �(• 80 kN ESAUS 91 LENGTH 2.6 kilometers GROWTH RATE = 5.0% SCALES LETTING DATE MARCH 8,2005 VERTICAL: 1 : 50 SURFACING SOURCES - V HORIZONTAL: 1 :500 Z STA. 67+88. 05 CROSS SECTION -HORIZONTAL & VERTICAL: 1 : 100 CONTRACTOR FURNISHED z¢ REDUCED PRINTS ONE-HALF ORIGINAL SCALE Nzo BEGIN CONNECTION ON 5-235 w O S ALL SCALES ARE APPROXIMATE .a STA. 65+74. 28 (ENG. ) Qa� ON STPS 235-1 (6)5= C,F< BEGIN SID 1299(003) 2(9 ENTER7UURBAN8LIMITS e�TT F R. 5 E. R. 6 E. u 00 S O I a- N \ LID P Z O BEGIN -•y' L_n N A V'LL Y CENTP RDY\ H LAKE RD'-, S` y\ s STA. 81+72. 03 2 s"0 2 5 g/ END SID 1299(003)= IDDEN N G�0 STA. 104+06. 92 (ENG. ) �'V S412 ON STPS 235-1 (6)5 RD BEGIN s-an �� _ 5-678 ChUf P L A N S P R E P A R E D B V Fw"�,• l �-� STA. 42+04. 71 (ENG. ) V; a C r' 31^ 1 THOMAS,DEAN & HOSKINS.INC. ON HDP-IR 91 13(001 )= Y 3 4 1 ,� •z G 1200 25TH STREET SOUTH L7 t Thomas, Dean & Hoskins, Inc. GREAT FALLS,MT 58406 STA. 12+81.60 �� ROAD PHONE (406)761-3010 V 5 F N BEGIN SID 1299(003 1 I— ! 9 s BRIDGER GPa Bridges Ck. / OSIONAL ELECTRICAL W v— 6 :) -" BY,MARVIN & ASSOCIATES 7 O o i - 9 1260 5 32ND ST W P.O.BOX 80785 p I ( w _ FISH HATCHERY BILLINGS,MT 50108 > RDPHONE (406)655 4550 O CV O _ ,I LO Z W ^' 2 Z. DATE Z�� _ DI RSTON f: I80 ~ R E L A T E D P R O J E C T S STA. 26+72. 00 \ '� - - mm�l END SID 1299(003)= BEG '\ r u q STA. 87+66.40 (LNG. ) E P-66 ,w ON RS 235-1 (3)7 STA. 26+86.00 1 EG �� END CONNECTION RECORD DRAWINGS ) $ _ Ri�ER WEST YELLOWSTONE HU FIN 191 ® a - _ APPROVED m BEG - �., END BOZEMAN� 5345 NAM TITLE �� Izol INC.CITY 1 END —3 POP.27,b0 1 00) ; . P so Bl(\Nc �N� �hg1A�r S ATE A 6 S E C I A T E O P R O J E C T \S_ TH MAS p� A G fl E E M E N T N U M 8 E R 5 \ I �-\ v ( O 1zlZ - �1��v-� � _�' i I 1RO1T'1f1J. DEAN 8c HOSICIlVS, II�iC. M 2 R;W & I.C. N'A R. 5 E E. R R. 6 E E. TD& GREAT E II�cT�II�COMULTAHTIS NASHIN T NN V GREAT FALLS-BUZEMAN-MALISPELL AHINTANA V\ ' NT P.E, WA IEWISTON IDAH VOL. II OF II CONTROL NO.5440 STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) 2 0 0 m TABLE OF CONTENTS 19TH & VALLEY CENTER BOZEMAN SID u 41 N � O a SHEET NO. SHEET NO. w ROAD PLANS O = F TITLE SHEET 1 PLAN & PROFILE 26- 34 Y O .^1 V TABLE OF CONTENTS 2 e" `3 NOTES 3 LINEAR & LEVEL DATA 4 CENTERLINE COORDINATE TABLE 4 SIGNING PLANS CONTROL DIAGRAM 5 SUMMARY Si -S6 TYPICAL SECTIONS 6- 12 DETAILS S7-S10 Z SUMMARIES 13- 17 PLAN SHEETS S11 -S16 �Q ZZ Y F o O O =fm ADDITIONAL SURFACING 13 ELECTRICAL PLANS ^n J m SURFACING 13 wLL SUBEXCAVATION 14 SUMMARY El ~ GRADING 14 oADDITIONAL GRADING 14 DETAILS E 2-E 7 = TOPSOIL & SEEDING 14 �,` ON-RAMP RADIUS SURFACING NOTCH DETAIL 14 PLAN SHEETS E 8-E 2 2 i\\_ CULVERTS 15 ` � FENCING IS MEDIAN CONCRETE CURB 16 �] MEDIAN TOPSOIL & SEEDING 16 JJJ CROSS SECTIONS COLO MILLING i6 APULVERIZATION 16 MA INL INE I -4 6 PAVEMENT MARKINGS 17 WATER VALVE BOXES 17 MANHOLES IN PLACE 17 SIDEWALK 17 MISCELLANEOUS ITEMS 17 DETAILS 18- 30 MEDIAN LAYOUT DETAIL 18-22 MEDIAN DETAILS 23 MULTI-USE PATH DETAILS 24 TOPSOIL AND SUBEXCAVATION DETAILS 25 mm� W Ill�1 2 0 2 c+ 2 o m a 0 N � J �om3 Oov R N lLn u)a 1.. o\N aC C�O[2DD ID)IRAw m a STATE PROJECT NUMBER SHEET NO. U MONTANA SID 1299(003) 3 0 � NOTES 19TH & VALLEY CENTER-BOZEMAN SID N CLEAR ZONE IF PRACTICAL, LOCATE UNSHIELDED OBSTACLES BEYOND THE CLEAR ZONE. 0 BASIS OF PLAN QUANTITIES e (OUANTITIES FOR ESTIMATING PURPOSES ONLY) CLEAR ZONES - N 19TH AVE .�. a COMP. AGGREGATE WEIGHT = 2200 kilograms per cubic meter HORIZONTAL CURVE CLEAR ZONE (,� q COMP. WEIGHT OF PL. MIX BIT. SURF. = 2287 kilograms per cubic meter SECTION SLOPE TANGENT aCLEAR 'N ASPHALT CEMENT = 6.0% OF PL. MIX BIT. SURF. TYPE ! ZONE RADIUS (ml HYDRATED LIME = 1.4% OF PL. MIX BIT. SURF. 582.125 s BITUMINOUS MATERIAL = 1.02 kilograms per liter 6.1 RECOVERABLE 6.5 B.0 - -- DUST PALLIATIVE = 1.3 kilograms per liter 5s I 8.0 10.0 AGGREGATE TREATMENT 4:1 8.5 10.5 NON- 6:1 3.0 4.5 DUST PALLIATIVE = 1.4 liters per square meter RECOVERABLE 5:1 4.5 6.5 _ AGG. TACK = 0.23 liters per square meter (UNDILUTED) FILL l21 q:I 5.0 7,0 TACK = 0.12 liters per square meter (UNDILUTED) _:I 6.5 8.0 SEAL = 1.8 liters per square meter CUT (3) 5:1 8.0 9.0 COVER _ 14.0 kilograms per square meter 4:1 8.6 8.5 3:1 (4) 1 (4) CLEAR ZONES - VALLEY CENTER RD CLEARING AND GRUBBING v HORIZONTAL CURVE CLEAR ZONE a CLEAR AND GRUB TO CONSTRUCTION LIMITS. INCLUDE THE COST OF CLEARING TANGENT Z z AND GRUBBING IN THE UNIT PRICE BIO FOR UNCLASSIFIED EXCAVATION. SECTION SLOPE CLEAR Q TYPE III N c ZONE RADIUS (m 1 �0o _�7285.375 440 585 .a�n APPROACHES 6:1 6.5 9.5 8.5 8.0 a LL RECOVERABLE 5.1 8.0 11.5 10.5 10.0 o F- CONSTRUCT APPROACHES AS SHOWN IN THE PLANS. FILL tll 4:1 8.5 12.0 11.5 10.5 ui w NON- 6:1 3.5 6.5 5.5 5.0 w PROVIDE THE FOLLOWING SURFACING: RECOVERABLE 5:1 5.0 8.5 7.5 7.0 0 60 mm PLANT MIX BITUMINOUS SURF. FILL (2) 4:1 5.5 9.0 8.5 7.5 200 mm CRUSHED BASE COURSE 6:I 6.5 8.5 8.0 8.0 5:1 7.5 9.0 B.5 8.5 � CUT (3) 4:1 8.0 9.0 8.5 8.5 L IMITED ACCES 1 3:1 (4) 1 (4) 1 (4) 1 (4) !SEE CROSS SECTIONS TO DETERMINE APPROPRIATE SLOPE. THIS PROJECT IS A LIMITED ACCESS FACILITY. OBTAIN APPROVAL FROM THE CHIEF OF THE RIGHT-OF-WAY BUREAU PRIOR TO ADDING, DELETING OR #CLEAR ZONE DISTANCES APPLY ONLY TO THE OUTSIDE OF CURVES. USE TANGENT CLEAR ZONE RELOCATING ANY APPROACHES. DISTANCES ON THE INSIDE OF ALL CURVES AND ON THE OUTSIDE OF ALL CURVES WITH RADII GREATER THAN 900 METERS. TEMPORARY EROSION AND SEDIMENT CONTROL f11 ALL THE EDGE OF FILL P RAVEL LAAND FLATTER. CLEAR ZONE DISTANCES SHOWN ARE MEASURED FROM REFER TO SECTION 208 OF THE MOT DETAILED DRAWINGS FOR EROSION AND SEDIMENT (2) FILL SLOPES BETWEEN 3:1 AND 4:1 WITH SUFFICIENT LANDING AREA AT BOTTOM OF FILL. CONTROL BEST MANAGEMENT PRACTICES. SLOPES SHOWN ARE THOSE PRESENT BEYOND THE TOE OF THE FILL SLOPE. CLEAR ZONE DISTANCES SHOWN ARE MEASURED BEYOND THE TOE OF FILL. WETLANDS (3) SLOPES SHOWN ARE BACKSLOPES OF DITCH. CLEAR ZONE DISTANCES SHOWN ARE MEASURED FROM THE EDGE OF TRAVEL LANE. APPLIES TO SECTIONS WITH 4:1 INSLOPES ONLY. ONLY WETLANDS WITHIN THE PROJECT LIMITS HAVE BEEN DELINEATED. WETLANDS MAY EXIST BEYOND THE PROJECT LIMITS AND ANY ACTION AFFECTING (4) DITCHES WITH BACKSLOPES STEEPER THAN 4:1 NONTRAVERSIBLE. SUCH WETLANDS IS THE RESPONSIBILITY OF THE CONTRACTOR. SKEW DIAGRAM UTILITIES CALL THE UTILITIES UNDERGROUND LOCATION CENTER (800) 424-5555 OR OTHER NOTIFICATION SYSTEM FOR THE MARKING AND LOCATION OF ALL LINES AND SERVICES SKEW SKEW BEFORE EXCAVATION. ALL CLEARANCES OR DEPTHS PROVIDED FOR UTILITIES ARE LEFT RIGHT FROM THE EXISTING GROUND LINE AND ARE APPROXIMATE. NORTHWESTERN ENERGY RELOCATED THE GAS LINE ON N 19TH AVE FROM STATION I8+00 TO 26+00. RT. ON VALLEY CENTER 78+00 TO 79420. FIT. BRESNAN RELOCATED THE FIBER OPTIC TELECOMUNICAT IONS LINE ON N 19TH FROM I8+00 TO 26+00. FIT. 4 4 >. OWEST RELOCATED TELEPHONE PEDESTAL ON N 19TH AT STATION 17+83, 24 m RT., 2 mm STATION 22+78. 20 m LT. w w`a OWEST RELOCATED A FIBER OPTIC TELECOMUNICATIONS LINE ON VALLEY CENTER ROAD W FROM STATION 73+00 TO STATION 80+20 4-rr ROADWAY z C� u l o N Q I-00 Z3 Q O N N v SKEW SKEW nriv RIGHT LEFT G�C�C�OI�D DG�3Q���IC'� STATE PROJECT NUMBER SHEET NO. MTANA SID LINEAR AND LEVEL DATA 19 CENTEO 4 q o 19TH & VALLEY CENTER-BOZEMAN SID d N � LENGTH OF ROADWAY 3 LANE URBAN 436.16 m w LENGTH OF ROADWAY 4 LANE URBAN 2122.43 m E LENGTH OF BRIDGE 0.00 m o TOTAL LENGTH OF URBAN ROADWAY 2558.59 m TOTAL LENGTH OF 4 LANE ROADWAY 2122.43 m E TOTAL LENGTH OF 3 LANE ROADWAY 436.16 m TOTAL LENGTH OF SID 1299(003) 2558.59 m BEARING SOURCE MDT CONTROL DATA FROM PROJECT NUMBER IRS 23Er1(3)7 (J Z Ya LEVEL DATUM SOURCE _$ 0 MDT CONTROL DATA FROM PROJECT NUMBER RS 235--1(3)7 a LEVEL DATUM SOURCE 0� 0 SEE CONTROL ABSTRACT A CENTERLINE COORDINATE TABLE STATION pESCRpTiON COORDINATE COORDINATE REYARRS 11+25.T1 POT 4475.6542 13283.4140 NORTH 19TH AVE 13+14.45 TS 4294.9663 13228.8611 NORTH 19TH AVE 13+60.17 SC 4251.0990 13215.9815 NORTH 19TH AVE 14+81.68 PI 4134.87T2 13180.5274 NORTH 19TH AVE 16+01.17 CS 4013.3685 13180.1596 NORTH 19TH AVE 16+46.89 ST 3967.6537 13179.5407 NORTH 19TH AVE 25+42.85 TS 30T1.7150 13174.2545 NORTH 19TH AVE 25+88.57 SC 3025.9993 13174.5832 NORTH 19TH AVE 27+49.30 PI 2865.2693 13173.0364 NORTH 19TH AVE 28+98.45 CS 2733.4005 13264.9447 NORTH 19TH AVE 29+44.17 ST 2695.4602 13290.4510 NORTH 19TH AVE 30+49.51 POT 2608.8152 13350.3618 NORTH 19TH AVE _ 64+32.64 POT 5431.6615 12133.6859 VALLEY CENTER ROAD 71+39.05 PC 5006.5169 12697.8435 VALLEY CENTER ROAD >a 73+76.08 PI 4863.8669 1288T.1369 VALLEY CENTER ROAD m m 75+89.45 PT 4629.6863 12923.7492 VALLEY CENTER ROAD q Q p T7+66.73 PC 4454.5370 12951.1325 VALLEY CENTER ROAD w W v 79+24.31 PI 4298.8506 12975.4729 VALLEY CENTER ROAD 80+69.36 PCC 4194.0126 13093.1153 VALLEY CENTER ROAD C) 81+14.61 PI 4163.9124 13126.8917 VALLEY CENTER ROAD 81+59.10 PT 4145.T352 13168.3217 VALLEY CENTER ROAD z 81+84.13 POT 4135.6T82 13191.2441 VALLEY CENTER ROAD O � o ? N n N ::Ii 3 O o o Q:N.. O-,w V V Lo Ln DC� C�O'UN"D 0No,A w NC&I T�/A��r■■ R �M� STATE PROJECT NUMBER SHEET NO. CONTROL DI a`��rL aiVi M19TANA SID CENTER- 5 C o 19TH & VALLEY CENTER-BDZEMAN SID SCALE = 1 5000 A N .yQ 4 MM \ 4 D 0 E Z +� O a 7F CONTROL ABSTRACT POINT NORTHING EASTING STATION GROUND LOCATION DESCRIPTION 7 NUMBER ELEVATION ELEVATION � SET STANDARD CONTROL CAP (50 mm A.C. ) 50 mm DOWN ON 16 mm REBAR X 762 mm LONG, 5A 5062.6353 12586.9211 1414.866 STAMPED "5-A 2003". STA. 70+16.70 21.94 m RT, 914 mm N OF R/W FENCE. 12.2 In E OF CENTERLINE N 27TH AVE 7D SB 4622.8918 12903.3977 1418.128 SET STANDARD CONTROL CAP (50 mm A.C. ) 50 mm DOWN ON 16 mm REBAR X 762 mm LONG, STAMPED "5-B 2003". STA. 75+93.02 21.16 m RT, ON APPROX. R/W LINE. 6A 4099.7584 13209.9899 1423.623 FOUND STANDARD CONTROL CAP (50 mm A.C. ) FLUSH WITH GROUND STAMPED "6-A". STA. 15+11.74 23.42 m LT 613 3681.3451 13159.1600 1429.140 SET STANDARD CONTROL CAP (50 mm A.C. ) ON A 16 mm X 762 mm REBAR FLUSH WITH GROUND, 28 STAMPED "6-8, 2003". STA. 19+33.32 18.69 m RT z c m SET STANDARD CONTROL CAP (50 mm A.C. ) ON A 16 mm X 762 m REBAR FLUSH WITH GROUND, Y 6C 3218.1845 13153.6437 1435.901 STAMPED "G-C 2003'. STA. 23+96.50 21.47 m RT 5Bo 7C oo� A „y 2- 6E 3622.723 13148.809 1430.759 SET y2- REBAR W/RPC. FLUSH, 4.6' N OF HIRE FENCE. 18' W OF FENCE CDR (W-S) ZZ OF- 7A 4298.713 13040.741 1421.733 SET YPC FWG, 79+50. 80' LT, I m SE OF FH 7p�w D 7B 4443.699 12928.676 1420.633 SET YPC FWG, 77+73. 75' RT, 15' RT TO STREAM r elm TC 4596.179 12947. 153 1417,713 SET YPC FWG. 70r26. 54' LT, 0.5 m LT TO FENCE (BW) 7A Q FI TO 48T4,415 12846.525 1415.693 SET ' REBAR 1- ABOVE GROUND, T3+35, 55' LT 7E 5004.466 12664.398 1414.646 SET " REBAR, I" ABOVE GROUND, 71+13, 66' RT, 0.75 m RT TO FENCE (BWI ^ A7F 5109.539 12603.939 1414.434 SET ' REBAR, 3" ABOVE GROUND, 70+02. 25.75 m LT, 1.5 m LT TO FENCE (BW) �6A 28 4685.1570 13127.4861 1420.359 FOUND STANDARD CONTROL CAP (50 mm A.C. ) FLUSH WITH GROUND, STAMPED PT 28' STA. 75+72.29 210.20 m LT 30 3704.0850 13475.4427 1430.737 FOUND STANDARD CONTROL CAP (50 mm A.C.) FLUSH WITH GROUND, STAMPED "PT 30" STA. 19+08.71 297.45 m LT 31 3274.2408 13463.7932 1435.288 FOUND STANDARD CONTROL CAP (50 mm A.C. 178 mm DOWN, STAMPED "PT 31" STA. 23+38.62 288.34 In LT 00 6E o mv� �L W U Ind W 4)W L OQ�U U' L 2 31 N Q N g 6C �C, ❑c' o N�2 c a n v\.. 1 �,�� R111IE BOO IN DIN w Im FILL SLOPES BACK SLOPES TYPICAL SECTION N 0. 1 TYPICAL SECTION NO. 2 STATE PROJECT NUMBER SHEET NO. _ 0 - 6 m 4:1 0 - I.s m s=I SUPER p WIDTHS (m) MONTANA SID 1299c0031 6 6 - 9 m 3:1 1.5 - 3 m 4:I C A B C D N. 19TH AVE. 19TH & VALLEY CENTER-ROZEMAN SID OVER 9 m 2:1 3 - 4.5 m 3:1 N. 1 9TH AVE. -2 -2 4.63 12.23 0.0 13.8 ca 4.5 - 6 m 2=1 13+16.15 TO 13+44.93 TRANS. TO TYP. NO.3 -1.5 -1.5 4.60 12.20 0.1 _13.7 REVERSE F 0 R LEFT 8 OVER 6 m 1.5:1 3 3 4.52 12.12 0.4 13.4 a 5 5 4.50 12.10 0.5 13.3 N � 15.0 m D 15+20.00 TO 16+01.17 3%5 L TRT TRANS. TO TYP. N0.4 - - --- -- - - - - _ --- - 16+01.17 TO 16+77.37 TRANS. TO 2% FIT w " 12.53 m _ B 16+77.37 TO 18+12.00 2% FIT 18+12.00 TO 18+48.00 TRANS. TO TYP. NO.4 m 11.7 m SEAL AND COVER 11.7 m SEAL & COVER 19+25.00 TO 25+24.56 2% FIT E _ --_ 25+24.56 TO 25+88.57 TRANS. TO TYP. NO.6 4.93 m AGG. TREAT & TACK A AGG. TREAT. & TACK 18+40,00 TO 23+04.19 LEFT: 2% LT +, o 23+04.19 TO 23+55.77 LEFT: TRANS. TO TYP. N0.8 V o 1.8 m 3.6 m TRAVEL LANE 3.3 m TRAVEL LANE 3.0 m_ MEDIAN 3.0 m MEDIAN 3.3 m TRAVEL_LANE 3.6 In TRAVEL LANE 1.8 m SHLD. 1.0 m 14 7.6 m _ _ 7.6 m T 1.0 m SHLD. eg FINISHED GRADE = VARIES FINISHED GRADE _ MATCH EXISTING rSEE DETAIL MATCH EXISTING � C CUT DEPTH AT S CUT DEPTH AT LOPE STAKE 6;li �Q 3 m q:)r SLOPE STAKE VgR7geC f 6: 120 mm PL. MIX BIT. SURF. 4:I 20:1 (2) 60 mm LIFTS W/.3 m OVERLAP 120 mm PL. MIX BIT. SURF. 20`I MATCHING INTO EX IS ASPHALT (TYP. SECTIONS 1-121 1.2 m 1.7 m 360 mm CR. AGG" CRSE. 360 mm CR. AGG. CRSE. 3.3 m 2. I m 1.2 m I.2 m-� 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) 900 mm SPECIAL BORRDW (MIN. - SEE CROSS SECTIONS CROSS SLOPE = -2% CROSS SLOPE JCROSS SLOPE = A% U. ,6 NZ OUANT IT IES OUANTITIES 9 Q woj AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. M�E . UNIT PLANT CR. AGG. UNIT ASPHALT DUST AGGREGATE UNIT PLANT CR. AGG. UNIT ASPHALT DUST COVER MIX COURSE CEMENT SEAL TACK pALL1ATIVE TACK COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE AGG. TACK <LL8 wo v AREA square meters 0.542 2.219 square meters PER STATION 1170 493 493 493 AREA square meters 0.524 1.949 square meters PER STATION 1170 463 463 463 via cubic meters PER STATION 54.2 221.9 tons PER STATION 7.44 2.15 0.90 cubic meters PER STATION 52.4 194.9 tons PER STATION 7.19 2.15 0.84 tons PER STATION 16.4 124.0 Miters PER STATION 59 113 tons PEF'. STATION 16.4 119.8 liters PER STATION 56 106 0 x Owl.. TYPICAL SECTION NO. 3 SUPER A WIDTHS (m) TYPICAL SECTION NO. q 13+44.93 TO 13+60.17 TRANS. 2% LT 70 37. LT (4+ TURN LN 2% LT) N. 19 TH AVE. 13+44.93 TO 13+60.17 TRANS. TO TYP. NO.5 2 2 8.53 16.13 0.0 18.6 13+60.17 TO 20 TO 14+20 3% LT. N. 1 9TH AVE. �4 a+2o TD 14+40.63 3% LT, A -1 -1 8.20 15.80 0.1 17.3 REVERSE F 0 R LEFT TRANS.RT TURN LANE +`FIT 1 8+48,00 TO 19+25.00 2% FIT I.5%L T 2 2 8.15 15.75 0.3 17.1 16+60.00 TO 18+40.00 LEFT: 21 LT- TRANS. TO TYP. NO.2 15.58 In p 13. 11 m _ B 12.28 In SEAL AND COVER 15.3 m SEAL & COVER 5.51 m AGG. TREAT & TACK M TRAVEL LANE A AGG. TREAT. & TACK 1.8 m 3.6 m TRAVEL LANE 3.3 m TRAVEL LANE 3.55 m MEDIAN 3.0 m MEDIAN 3.6 In++-+tlRN-b*NE 3.3 m TRAVEL LANE 3.6 In •FRAiIEt LANE 1.8 m SHLD. 1.0 m T.In. 6, T.6 m 1.0 m RT TURN SHLD. FINISHED GRADE = FINISHED GRADE = MATCH EXISTING MATCH EXISTING C FILL HEIGHT AT -SLOPE STAKE 6:1t 4.,f 4r) 4NAFt1A8LE 120 mm PL. MIX BIT. SURF. 120 mm PL. MIX BIT. SURF: 20:1 / 360 mm CR. AGG. CRSE. 360 mm CR. AGG. CRSE. - _,_ 3.3 m 2. I m 1.2' 1.2m rin Qj - - 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS U 3w3 W CROSS SLOPE a -27 CROSS SLOPE CROSS SLOPE = A% WLu UI 4' U1 V1 T " OUANTITIES OUANTITIES AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. O al UNIT UNIT UNIT UNIT o PLANT CR. AGG. ASPHALT DUST AGGREGATE PLANT CR. AGG. ASPHALT DUST N ~" COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE TACK COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE AGG. TACK 2 AREA square meters 0.611 2.428 square meters PER STATION 1228 551 551 551 AREA square meters 0.956 3.245 square meters PER STATION 1530 823 823 823 cubic meters PER STATION 61.1 242.8 tons PER STATION 8.38 2.25 1.00 cubic meters PER STATION 95.6 324.5 tons PER STATION 13.12 2.81 1.50 2 tons PER STATION 17.2 139.7 liters PER STATION 66 127 tons PER STATION 21.4 218.6 liters PER STATION 99 189 oNo vv .. vac, I n Ill 00000 ONA\vffl HC(G, STATE PROJECT NUMBER SHEET NO. FILL SLOPES BACK SLOPES TYPICAL SECTION N 0. 5 TYPICAL SECTION N 0. 6 MONTANA SID 1299(0031 7 0 - 6m 41I 0 - 1.5m 511 0 6 - 9 m 3.1 1.5 - 3 In 4,1 y y 9TH & VALLEY CENTER-BOZEMAN SID OVER 9 m 2.'1 3 - 4.5 m 3z1 N. 1 9TH AVE. N. 1 9TH AVE. 4.5 - 6m 211 o OVER 6 m 1.5:1 13+60.17 TO 14+40.63 TRANS. TO TYP. NO.7 (D N � O q 15.80 In - - 13.4 m 14+40.63 To 15+20.00 w 13.4T m - 12.12 m TACK o � e 12.58 m SEAL AND COVER 11.T m SEAL AND COVER `0 5.87 m AGG. TREAT & TACK 4.52 m AGG. TREAT Q 0 1.8 m 3.6 m TRAVEL LANE 3.3 In TRAVEL LANE 3.88 m MEDIAN 3.0 m MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.8 m •� •, SHLD. 1.0 m T.6 m 7.6 m 1.0 m SHLD. 9.40 m CUT DEPTH AT s FINISHED GRADE = SLOPE STAKE MATCH EXISTING 4a li ran CUT DEPTH AT 20:1 P\p0 SLOPE 20�1 LOPE STAKE 6f I t 120 mm PL. MIX BIT. SURF. - 2. I m11.2 m 1.2 m �C 6 360 mm CR. AGG. CRSE. 120 mm PL. MIX BIT. SURF. I,2 m I.7 m - 360 mm CR. AGG. CRSE. 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS)- - 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) U 3.3 m CROSS SLOPE = -3% CROSS SLOPE 37 CROSS SLOPE 32 i CROSS SLOPE _ -2X vi zQ =2m OUANTITIES QUANTITIES zz AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. oig � UNIT UNIT UNIT UNIT PLANT CR. AGG. ASPHALT DUST AGGREGATE PLANT CR. AGG. ASPHALT DUST JAGGREGATE Q¢ COVER MIX COURSE CEMENT SEAL TACK PALL IA IVE TACK COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE TACK O 0 AREA square meters 0.651 2.547 square meters PER STATION 1258 587 587 587 AREA square meters 1.429 1.858 square meters PER STATION I170 1212 452 452 cubic meters PER STATION 65.1 254.7 tons PER STATION 8.93 2.31 1.07 cubic meters PER STATION 142.9 185.8 tons PER STATION 19.61 2.IS 0.82 tons PER STATION 17.6 148.9 Ilters PER STATION !0 135 tons PER STATION 16.4 326.B [liters PER STATION 145 104 TYPICAL SECTION NO. 7 SUPER a WIDTHS (m) TYPICAL SECTION NO. 8 x % A B c D N. 19TH AVE. N. 1 9TH AVE. 14+40.63 -2 -2 2.63 12.23 0.0 13.8 25+08.57 5% LT A5 5 2.50 12.10 0.5 13.3 REVERSE F 0 R LEFT 23+55.77 LEFT` 27 LT 17.49 m D r' - - 15.08 m B 14.19 m SEAL AND COVER 11.7 m SEAL & COVER 7.48 m AGG. TREAT & TACK 14 A AGG. TREAT. & TA K 1.8 m 3.6 m TRAVEL LANE 3.3 m TRAVEL LANE 5.49 m MEDIAN 3.0 m MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.8 m SHLD. SHLD. 1.0m 7.6m 9.6m 1,0m FINISHED GRADE = FINISHED GRADE _ MATCH EXISTING MATCH EXISTING C CUT DEPTH AT FILL HEIGHT AT 4:1 SLOPE STAKE- * SLOPE STAKE 69 1* 4:! V ARIA9LE 120 mm PL. MIX BIT. SURF. 120 mm PL. MIX BIT. SURF. 20t 1 360 mm CR. AGG. CRSE. 360 mm CR. AGG. CRSE. 2,1 m 1,2 m 1.2 m � U g 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) 1ti 2w C w� 3.3 m CROSS SLOPE = -3X CROSS SLOPE CROSS SLOPE AX wwr - 'r CROSS SLOPE _ -2X QUANTITIES QUANTITIES h AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. UNIT UNIT UNIT UNIT 4 1�- Q COVER SEAL TACK G. TACK PLANT CR, AGG. ASPHALT DUST AGGREGATE PLANT CR. AGG, ASPHALT DUST MIX COURSE CEMENT SEAL TACK PALLIATIVE TACK LOVER MI% COURSE CEMENT PALLIATIVE AG 6-3 U C).. AREA square meters 0.844 3.127 square meters PER STATION 1419 748 748 748 AREA squcre meters 0.284 1.229 square meters PER STATION 1170 263 263 263 a-`�`� cubic meters PER STATION 84.4 312.7 tons PER STATION I I.58 2.61 1.36 cubic meters PER STATION 28.4 122.9 tons PER STATION 3.90 2.15 0.48 oho `r* -• Tons PER STATION 19.9 193.0 liters PER STATION 90 172 tons PER STATION 16.4 65.0 liters PER STATION 32 60 r�o1 u��n- IR IE C 0R10 10)12AWHNG STATE I PROJECT NUMBER SHEET NO. FILL SLOPES BACK SLOPES TYPICAL SECTION N O. 9 SUPER A WIDTHS (m) TYPICAL SECTION N 0. 10 MONTANA SID 1299(003) 8 0 - 6 m 411 0 - 1.5 m 5:1 q o 6 - 9 m 3:1 1.5 - 3 m 4:1 A B C D N. 19TH AVE. 19TH & VALLEY CENTER-BOZEMAN SID OVER 9 m 2:1 3 - 4.5 m 3:1 N N. 1 9TH AVE. -2 -2 2.63 12.23 0.0 13.8 4.5 - 6 m 211 14+40.63 TO 14+96.15 TRANS. TO TYP. NO.II 5 5 2.50 12.10 0.5 13.3 REVERSE F 0 R LEFT a _� OVER 6 m 1.511 25+88.57 TO 26+72.00 5% LT 6 23+55.77 TO 24+23.00 LEFT: 2Z L o a' 17,49 In _ D 15.06 m TACK B o 14. 19 m SEAL AND COVER 11.7 m SEAL & COVER e w o T.48 m AGG. TREAT A AGG. TREAT. & TA IX m U o 1.8 m 3.6 m TRAVEL LANE 3.3 m TRAVEL LANE 5.49 m MEDIAN 3.0 m MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.8 m N � SHLD. T.6 m 9.6 m SHLD. PROFILE GRADE FINISHED GRADE = LESS NORMAL CROWN= MATCH EXISTING C FINISHED GRADE CUT DEPTH AT SLOPE STAKE FILL HEIGHT AT 611* 5.T9 m SLOPE STAKE 4:) v Pp\P V AF1PgLE 120 mm PL. MIX BIT. SURF. 120 mm PL. MIX BIT. SURF. 20t) 360 mm CR. AGG. CRSE. 360 mm CR. AGG. CRSE. 2, 1 m 1.2 m 1.2 m 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) U 3.3 m CROSS SLOPE _ -3% CROSS SLOPE CROSS SLOPE = A% _ z CROSS SLOPE _ -2% 0 0 o OUANT IT IES OUANT IT IES AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. AGGREGATE BITUMINOUS MATERIAL AGG. TREAT, Z J= UNIT UNIT UNIT UNIT aQ a PLANT CR. AGG. ASPHALT DUST AGGREGATE PLANT CR. AGG. ASPHALT DUST W F-!! COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE TACK COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE O AGG. TACK w AREA square meters 1.756 3.127 square meters PER STATION 1419 1508 748 748 AREA squore meters 0.284 I.229 squore meters PER STATION 1170 263 263 263 cubic meters PER STATION 175.6 312.7 tons PER STATION 24.10 2.61 1.36 cubic meters PER STATION 28.4 122.9 tons PER STATION 3.90 2.IS 0.48 tons PER STATION 19.9 40I.6 liters PER STATION OBI 172 tons PER STATION 16.4 65.0 liters PER STATION 32 60 TYPICAL SECTION NO. 1 1 SUPER WIDTHS (m) TYPICAL SECTION NO. 12 A B N0.00 TO 16+01.17 3% LT N. 1 9TH AVE. 14+96.15 TO 15t20.00 -2 8.5 AVE..16.13 16+01.17 TO 16+16.41 TRANS. TO 2% A -3 8.59 N. 19TH AVE 16.19 _ 16+16.41 TO 16+60.00 TRANS. TO TYP. N0.4 18.6 m 18.6 m 16. 19 m TACK B 15.3 m SEAL AND COVER 15.3 m SEAL AND COVER 8.59 m AGG. TREAT r- A AGG. TREAT & TACK 1.6 m 3.6 m TRAVEL LANE 3.3 m TRAVEL LANE 3.6 m LT TURN LANE 3.0 m LT MEDIAN 1.8 m 3.6 m TRAVEL LANE 3.3 m TRAVEL LANE 3.6 m LT TURN LANE 3.0 m LT MEDIAN SHLD. 1.0 m 7.6 m SHLD. 1.0 m T.6 m PROFILE GRADE LESS NORMAL CROWN= FINISHED GRADE _ / FINISHED GRADE MATCH EXISTING f 5.79 m FILL HEIG T AT FILL HEIG T AT 6�It SLOPE TAKE 6`I SLOPE TAKE PR1A 120 mm PL. MIX BIT. SURF. P O,& 120 mm PL. MIX BIT. SURF. 360 mm CR. ACC. CRSE. 360 mm CR. AGG. CRSE. mmm W 2 0 900 mm SPECIAL BORROW IMIN. - SEE CROSS SECTIONS)Lu 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) z 3.3 IM _ _ CROSS SLOPE _ -3% _ 3.3 m _ __ CROSS SLOPE wo CROSS SLOPE = 2% CROSS SLOPE _ -2% OUANT IT IES OUANT IT IES g 3 AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. UNIT UNIT UNIT UNIT JAWREGATE PLANT LR. AGG. ASPHALT DUST AGGREGATE PLANT CR. AGG. ASPHALT DUST COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE TACK COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE TACK >, m 3 O o.. AREA square meters 1.889 3.526 square meters PER STATION 1530 1619 859 859 AREA square meters 0.9T7 3.526 square meters PER STATION 1530 859 859 859 Q.N po 2 cubic meters PER STATION 188.9 352.6 tons PER STATION 25.92 2.81 1.56 cubic meters PER STATION 97.7 352.6 tone PER STATION 13.40 2.81 1.56 v°+•• tons PER STATION 21.4 432.0 liters PER STATION 194 198 tons PER STATION 21.4 223.4 liters PER STATION 103 198 coo IMIECOG3D ID)aA�M� 1C� STATE I PROJECT NUMBER SHEET NO. U TYPICAL SECTION N 0. 1 3 MONTANA SID 1299(003) 9 I7 b PTW CONNECTION 191H & VALLEY CENTER-BOZEMAN SID � o VALLEY CENTER R D. 68+69.36 TO 69+38.05 TRANS TO TYP NO. 14 d N � � a CQ ♦. 8.5 m 8.5 m w C z 6.93 m 6.93 m e 1.43 m AGG. TREAT. & TACK 1.43 m AGG. TREAT. rl TACK a o - U o 6.43 m SEAL & COVER 6.43 m SEAL 3 COVER 1.2 m 3.6 m TRAVEL LANE 3.26 m MEDIAN 3.6 m TRAVEL LANE 1.2 m SHLD. 5.5 m _ 1 5.5 m SHLD. FINISHED GRADE _ `�` FINISHED GRADE _ MATCH EXISTING MATCH EXISTING FILL HEIGHT AT A:1; 4:1, VARIABLE SLOPE STAKE 4:1 VAR11,B1.E 20:I _ CUT DEPTH AT SLOPE STAKE 120 mm PL. MIX BIT SURF. 2. 1 m 360 mm CR. AGG. CRSE. 2.1 m CROSS SLOPE = -2% CROSS SLOPE _ -2% 1.2 m 1.2 m Z z vi G zz o OLIANT IT IES cs AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. zQQ� UNIT PLANT CR. AGG. UNIT ASPHALT DUST w COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE AGG. TACK oF� G AREA square meters 0.280 1.595 square meters PER STATION 1280 286 286 286 a cubic meters PER STATION 20.0 159.5 tons PER STATION 3.84 2.35 0.52 tons PER STATION 17.9 64.0 liters PER STA110N 34 66 FLL SLOPES BACK SLOPES rrrr - 0 - 6m 4:1 0 - 1.5m 5:1 �. 6 - 9m 3:1 - 4. M 4:1 TYPICAL SECTION NO. 1 4 OVER 9 m 2:I 3 - 4.S m 3:I 4.5 - 6m 2:1 OVER 6 m 1.5:1 PTW CONNECTION VALLEY CENTER RD. 69+38.05 TO 69+88.05 TRANS TO TYP N0. IS 9.9 m 9.9 m 8.33 m 8.33 m 2.83 m AGG. TREAT. 2.83 m AGG. TREAT. 6 TACK 7.8 m SEAL 3 COVER 7.8 m SEAL t COVER 7 6 TACK 1.2 m 3.6 m TRAVEL LANE 6.0 m MEDIAN 3.6 m TRAVEL LANE 1.2 m SHLD. SHLD. 2.0 m 5.5 m 5.5 m _ 2.0 m FINISHED GRADE k FIkISHED GRADE MATCH EXISTING TCH EXISTING FILL HEIGHT AT, A..It 4a!t ,ARIABk-E SLOPE STAKE 4:) VARIP, 20:1 CUT DEPTH AT 120 mm PL. MIX BIT. SURF. SLOPE STAKE 360 mm CR. AGG. CRSE. m a]CO - 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) O O L Q Uj �wY CROSS SLOPE _ -27. CRO' S1 nf'f 1.2 m 1.2 m In>nl wwr C')Q_c> n1 OLIANT IT IES AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. UNIT UNIT N a PLANT CR. AGG. ASPHALT DUST n. COVER MIX COURSE CEMENT SEAL TACK PALL AT IVE AGG. TACK �ov3 AREA square meters 0.616 2.603 square meters PER STATION 1560 566 566 566 2 cubic meters PER STATION 61.6 260.3 tons PER STATION 8.45 2.86 1.03 v\o tons PER STATION 21.8 140.9 liters PER STA110N 68 130 LF�CC�OOILF)lD STATE I PROJECT NUMBER SHEET NO. TYPICAL SECTION N O. 15 IMONTANAI SID 1299(003) 10 U 0 c VALLEY CENTER RD. 19TH & VALLEY CENTER-BOZEMAN SID 0 69+88.05 TO 70+88.05 N 10.9 m 13.2 m - pq w 9.33 In t 1.63 m 3.86 m AGG. TREAT. & TACK 6. 16 IR AGG. TREAT, l TACK p c E 8.8 m SEAL l COVER 11.1 m SEAL & COVER ++ o 1.2 m 3.6 m TRAVEL LANE 4.2 m LT TURN LANE 2.8 m MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.2 m U o SHILD. 2.0 m 5.5 m 5.5 m 2.0 m SHLD. 4.0m 1 2.2 m 0.6m FINISHE GRADE - 0'2 m FI ISHED GRADE a MATCH XISTING TCH EXISTING CUT DEPTH AT SLOPE STAKE F SLOPE ISTAKET qs At 4r)t 4, VAFIpBLE 120 mm PL. MIX BIT SURF. ) 20,1 VAR 360 mm CR. ACC. CRSE. 2. 1 m 900 mm SPECIAL BORROW IMIN. - SEE CROSS SECTIONS) 2. 1 m CROSS SLOPE _ -2X CROSS SLOPE _ -2% 1.2 Is 1.2 in U Z to Z ZQ Y Z QUANTITIES 0 o O o x 2 T AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. ¢Z¢ r UNIT PLANT CR. AGG. UNIT ASPHALT DUST W COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE AGG. TACK p� ui � AREA square meters 1.136 4.162 square meters PER STATION 1990 1002 1002 1002 O r7 cubic meters PER STATION 113.6 416.2 tons PER STATION 15.59 3.65 1.82 X tons PER STATION 27.8 259.8 liters PER STATION 120 230 Owl". ' FILL SLOPES BACK SLOPES 0 - 6 m 4,1 0 - 1.5 m 5�I 6 - 9 m 321 1.53m 411 - 3 4.5 m 3,1 TYPICAL SECTION NO. 16 OVER 9 m 2,1 45 - 6 m 11 OVER 6 m t.5=I VALLEY CENTER RD, DY 70+88.05 TO 71+48.05 TRANS TO TYP N0. 17 r 10.9 m 13.2 m 9.33 m AGG. TREAT. 6 TACK 11.63 m AGG. TREAT, a TACK 8.8 m SEAL 6 COVER 11. 1 m SEAL 6 COVER 1.2 m 3.6 m TRAVEL LANE 4.2 m LT TURN LANE 2.8 m MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.2 m SHLD. 4.0 m 2.2 m 0.6 m SHLD. PROFILE GRADE= 0.2 m FINISHED GRADE CUT DEPTH AT SLOPE STAKE FILL SLOPE ISTAKEGHT T As It 4:I=7f 4:1 N \P�' pP 0E VARIABLE 120 mm PL. MIX BIT SURF. 20:I - 360 mm CR. AGG. CRSE. m 2. 1 m" 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) 2. 1 m lu W ff w CROSS SLOPE _ -2% CROSS SLOPE _ -2% _ 1.2 m 1.2 m 1)>w Lull oat OUANT IT IES v �I AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. N UNIT COVER PLANT CR. AGG. UNIT ASPHALT SEAL TACK DUST AGG. TACK ° Q MIX COURSE CEMENT PALLIATIVE -on3 AREA square meters 2.452 8.111 square meters PER STATION 1990 2096 2096 2096 N" ouDlo meters PER STATION 245.2 811.1 tons PER STATION 33.65 3.65 3.81 o�m tons PER STATION 2T.9 560.B Ilters PER STAI ION 252 482 v ) u Ln o G3IEc0 D)DD DD L�Q w0 H a STATE PROJECT NUMBER SHEET NO. TYPICAL SECTION NO. 17 MONTANA SID 1299(003) 11 a o VALLEY CENTER RD. 191H s vALIFY CFNTFR BC)7FMAN `.ID 07 71+48.05 TO 72+20.00 (2% RT) 72+20.00 TO 73+25.00 TRANS. TO TYP NO. 18 d 0 0 pq 10.9 m 1� 13.2 m w 9.25 m AGG. TREAT. I► TACK 11.63 m AGG. TREAT. IL TACK 0 E B.8 m SEAL 6 COVER 11.1 m SEAL 6 COVER 0 1.2 m 3.6 m TRAVEL LANE T.0 m LT TURN LANE RAISED MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.2 m U o SHLD. 4.0 m 3.0 m SHLD. 0.30 m VARIES ag PROFILE GRADE=_ SEE DETAIL FINISHED GRADE FILL HEIGHT AT Ai CUT DEPTH AT SLOPE STAKE SLOPE STAKE VAau'BLE 120 mm PL. MIX BIT SURF. 4=1t '=I VH���e0r- 20=1 2. 1 m 360 mm CR. AGG. CRSE. 2.1 m 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) CROSS SLOPE = 2% 1.2 m 1.2 m c.i z N Q z Z Y N 006 o cz=/1 t0 J�npp W LL O p F VV" m w f=¢7 O r SEE TYPICAL NO. 16 FOR OLIANTITIES FLL SLOPES BACK SLOPES 0 - 6 m 4=I 0 - 1.5 m 521 6 - 9m 3=1 1.5 - 3m 4=1 TYPICAL SECTION N0. 18 OVER 9 m 2=I 3 - 4.S m 3=1 4.5 - 6m 2=1 OVER 6 m 1 1.5=1 VALLEY CENTER RD. 73+25.00 TO 74+40,00 TRANS TO TYP N0. 19 13.0 m 15.3 m 11.35 m AGG. TREAT. 6 TACK 13.T3 m AGG. TREAT. 6 TACK 10.9 m SEAL III, COVER 13.2 m SEAL l COVER 1.2 m 3.6 m TRAVEL LANE 2.1 m 4.0 m RAISED MEDIAN 5. 1 In RAISED MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.2 m SHLD. LVARIES - SEE DETAIL SHLD. 0.30 m PROFILE GRADE= FINISHED GRADE FILL HEIGHT AT A=Ii CUT DEPTH AT SLOPE STAKE SLOPE STAKE- VAµ,ABIE 7r�� 4=1 20.17Z,7 L _ 2. I m 17-- nt MIX Bit. Surf. 3 . AGG. CRSE. 2. 1 m 9ECIAL BORROW (MIN. - SEE CROSS SECTIONS) mco� m CROSS SLOPE = 2% 1.2 m 1.2 m 03w - C9W CYi W W i O�U OLIANT IT IES b Q� 0 3 AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. N UNIT PLANT CR. AGG. UNIT ASPHALT DUST q_ COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE AGG. TACK r` h o N O In AREA square meters 2.951 9.554 square meters PER STATION 2410 2508 2508 2508 o N�2 cubic meters PER STATION 295.1 955.4 tons PER STATION 40.49 4.42 4.56 a' tons PER STATION 33.7 674.9 liters PER STA,ION 301 577 I�CC�OL�D STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) ,2 TYPICAL SECTION NO. 19 q o VALLEY CENTER RD. 19TH & VALLEY CENTER-BOZEMAN SID 111 y 74+40.00 TO 75+B0.45 12% RT I 75+80.45 TO 76+40.45 TRANS TO TYP NO. 20 77+80.23 TO 8 +5140 (3% LTT) O8 +514. 10 TO RASN 0% CROSS SLOPEN 1T .0 (0 + 9 0 TO 8 + 23 0%B' B r A' AGG. TREAT. 6 TACK A AGG. TREAT. l TACK F 13.2 m SEAL 6 COVER 13.2 m SEAL & COVER +�, 0 1.2 m 3.6 m TRAVEL LANE 3.3 m TRAVEL LANE 10.2 m LT TURN LANE / RAISED MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.2 m .+ u U o SHLD. 9.0 m (VARIES - SEE DETAIL) SHLD. .N �•.r e g PROFILE GRADE= FILL HEIGHT AT Ate* i-FINISHED GRADE SLOPE STAKE vpRlpgI-E CUT DEPTH AT 4rlt SLOPE STAKE 2.1 m - 120 mm PL. MIX BIT SURF. 4:I �pa�pg\•� 350 mm CR. AGG. CRSE. 2011 --- 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) 2. 1 m CROSS SLOPE 1.2 m 1.2 m CROSS SLOPE _ A U Z Vi Z YI_ SUPER A WIDTHS (m) wz 005.2 % A' 8' C' A B C °W yim 0 0 13.68 15.1 0.2 13.68 15.1 0.2 a LL m 2 -2 13.65 15.0 0.3 13.73 15.3 0.0 w 3 -2 13.63 14.9 0.4 13.75 15.3 0.0 �w - O N FILL SLOPES BACK SLOPES SEE TYPICAL NO. 20 FOR OUANTITIES -�� 0 - 6m1 4+1 0 - 1.5m 5:I 6R9In 2'1 - 4.5In 3:1 TYPICAL SECTION NO. 20 OVER9m 2:1 3 - 4.Sm 3:1 4.5 - 6m 2:1 OVER 6 m 1.5:1 VALLEY CENTER RD. 76+40.45 TO 77+05.23 77+05.23 TO 77+80.23 TRANS TO TYP NO. 19 15.3 m 15.3 m 13.T3 m AGG. TREAT. • TACK 13.73 m AGG. TREAT. S TACK 13.2 m SEAL 6 COVER 13.2 m SEAL & COVER 1.2 m 3.6 m TRAVEL LANE 3.3 m TRAVEL LANE 10.2 m LT TURN LANE / RAISED MEDIAN 3.3 m TRAVEL LANE 3.6 m TRAVEL LANE 1.2 m SFILD. 9.0 m (VARIES - SEE DETAIL) SHLD. PROFILE G = ,-FINISHED GRAD E CUT DEPTH AT SLOPE STAKE FILL HEIGHT AT 4%1; 4:I SLOPE STAKE -- 120 mm PL. MIX 01T. SURF. q:I xpOLf` v pRlpglE ---- 360 mm CR. AGG. CRSE. 20+1 ,1�,P -a 2. 1 m mmm 2.1 m 900 mm SPECIAL BORROW (MIN. - SEE CROSS SECTIONS) v3W w U CROSS SLOPE _ -27 CROSS SLOPE _ -2% 1.2 m I.2 m U>w -- W W 2 �QU v OUANT IT IES g AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. N c UNIT PLANT CR. AGG. UNIT ASPHALT DUST q COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE AGG' TACK I o a, C)o.. AREA square meters 3.232 10.451 square meters PER STATION 2640 2746 2746 2746 2N cubic meters PER STATION 323.2 1045.1 tons PER STATION 44.35 4.85 5.00 `*T •• tons PER STATION 1 37.0 739.2 liters PER STATION 330 632 v�o G�LC�OOIF" Dn�MMr/�Mn , NOTE: INDIVIDUAL ENTRIES NOT MODIFIED - SEE PLAN SHEETS STATE I PROJECT NUMBER SHEET NO. m �Tv T� v MONTANA SID 1299(003) 13 1 q 4 19TH & VALLEY CENTER-BOZEMAN SID m N SURF AC ING 0 a motors tons AGGREGATE BITUMINOUS MATERIAL AGG. TREATMENT STATION tons cubic meters tons liters tons liters o GROSS NET + _ FOR HYDRATED PLANT MIX CR. TOP CR. BASE CRUSHED ASPHALT REMARKS COVER TRAFFIC SEAL TACK DUST AGG. TACK PR TO L� TYPE n BIT. SURF. SURFACING COURSE AGG. GRAVEL CEMENT CRS-2 SA PALLIATIVE SS-1 ` GRADE D TY. GR. TY. GR. COURSE PG 64-34 m 13+44.93 28.78 28.78 5 38 67 2.3 0.6 18 ♦r9- 35 TRANS. TYP. NO. I TO TYP. NO. 3 •� o - V o 13+60.17 I5.24 15.24 _ 3 22 38 1.3 0.3 10 6rE 20 TRANS. TYP. NO. 3 TO TYP. NO. 5 14+40.63 80.46 80.46 15 138 228 8.3 2.0 64 +r8- 124 TRANS. TYP. NO. 5 TO TYP. NO. 7 t4+96.15 55.52 55.52 II 231 185 13.9 1.5 104 -Or8- 103 TRANS. TYP. NO. 9 TO TYP. NO. It 15+20.00 23.85 23.85 5 103 84 6.2 0.7 46 or4- 47 TYP. NO. 11 16+01.17 81.17 81.17 17 181 286 10.9 2.3 84 i-r3 161 TYP. NO. 12 16+01.17 16+16.41 15.24 15.24 3 34 54 2.0 0.4 16 9rL- 30 TYP. NO. 12 .i 16+16.41 16+60.00 43.59 43.59 9 96 _ 148 5.8 1.2 44 or?- 84 TRANS. TYP. NO. 12 TO TYP. NO. 4 16+60.00 18+40.00 180.00 180.00 34 305 _ 467 16.3 4.5 140 -orF 266 TRANS. TYP. NO. 4 TO TYP. NO. 2 18+40.00 23+04.19 464.19 464.19 76 556 905 33.4 10.0 260 ire- 492 TYP. NO. 2 23+04.19 23+55.T7 51.88 51.88 9 48 62 2.9 1.1 23 era, 43 TRANS. TYP. NO. 2 TO TYP. NO. 8 12+90.93 13+44.93 54.00 54.00 10 91 140 1 5.5 1.3 42 -or6- 80 TRANS. TYP. NO. 2 TO TYP. NO. 4 13+44.93 13+60.17 15.24 15.24 3 33 49 1 2.0 0.4 15 _9rE 29 TYP. NO. 4 13+60.17 14+05.89 45.72 45.72 10 100 148 6.0 1.3 45 3,4` 86 TYP. NO. 4 14+05.89 1 14+40.63 34.T4 34.74 7 76 113 4.6 1.0 34 4)r5- 66 TYP. NO. 4 F14+40. 3 15+20.00 79.37 79.37 t3 259 147 15.6 1.7 115 9r7- 83 TYP. NO. 6 16+01.1T 81.17 81.17 t3 97 158 5.8 1.7 45 -or'f 86 TYP. NO. 2 16+7T.3T 76.20 76.20 12 91 149 5.5 1.6 43 9r6- BI TYP. NO. 2z7 18+12.00 134.63 134.63 22 161 262 9.T 2.9 75 -+r- 143 TYP. NO. 2 ¢ 18+48.00 36.00 36.00 T 61 93 3.T 0.9 28 4F.-4- 53 TRANS. TYP. NO. 2 TO TYP. NO. 4 z Q 19+25.00 77.00 77.00 16 168 250 10.1 2.2 76 irk 146 TYP. NO. 4 25+24.56 599.56 599.56 98 T18 1169 43.1 12.9 336 4ir9- 636 TYP. NO. 2 0 0 25+88.5T 64.01 64.01 10 59 102 3.5 1.4 28 41r4- 53 TRANS. TYP. NO. 2 TO TYP. NO. 8 25+88.57 26+72.DO 63.43 83.43 14 54 1 103 3.3 1.8 27 -9r4- 50 TYP. NO. 8 Q LL mo ADDITIONAL SURFACING 49 1 932 1255 55.9 1 6.5 742 1413 t423 SUBTOTAL 2420.99 2420.99 ■ 65 4T1 5267469106 6682 ! 279.6 62.2 462460 0 __.= 4E 4420 N. 19TH AVE. SID NO. 6T5 o 68+69.36 69+38.05 68.69 68.69 14 71 145 4.3 1.8 36 SFr 69 TRANS. TYP. NO. 13 TO TYP. NO. 14 _ r 69+38.05 69+88.05 50.00 50.00 12 100 169 6.0 1.6 47 3r9- 91 TRANS. TYP. NO. 14 TO TYP. NO. 15 69+88.05 70+88.05 100.00 100.00 28 260 416 15.6 3.7 120 ir8- 230 TYP. NO. 15 _ 70+88.05 TI+48.05 60.00 60.00 17 336 48T 20.2 2.2 151 {r- 289 TRANS. TYP. NO. 16 TO TYP. NO. 17 71+48.05 72+20.00 71.95 71.95 20 403 584 24.2 2.6 181 {h-7- 347 TYP. NO. 1T 72+20.00 73+25.00 105.001 105.00 32 649 927 38.9 4.2 290 ir4- 556 TRANS. TYP. NO. 17 TO TYP. NO. IS 73+25.00 74+40.00 115.00 115.00 39 T76 1099 46.6 S.1 346 3rL6 664 TRANS. TYP. NO. 18 TO TYP. NO. 19 T4+40.00 1 75+80.45 140.45 140.45 52 1036 1468 62.3 6.8 463 -1r9- 888 TYP. NO. 19 _ 75+80.45 76+40.45 60.00 60.00 22 444 - _ 627 26.6 2.9 - 198 1 3$ 379 1 TRANS. TYP. N0. 19 TO TYP. NO. 20 76+40.45 77+05.23 64.78 64.T8 24 479 67T 28.7 3.1 214 3_Q_ 409 TYP. NO. 20 77+05.23 77+80.23 75.00 75.00 28 554 784 33.3 3.6 248 3r8- 474 TRANS. TYP. NO. 20 TO TYP. NO. 19 A77+60.23 -81+72.03 391.00 391.80 145 2896 _ 4095 173.8 19.0 _1293 49rfr 2476 TYP. NO. 19 r ADDITIONAL SURFACING 4 (281) 15 (16.9) 0.5 65 -flee. 124 YL�• SUBTOTAL 1302.67 1302.67 * 108 437 T990?42s 11493 !e 463.6 57.1 air 3652 0 6996 VALLEY CENTER RD. SID NO. 676 TOTAL 3795.21 3795.21 * 173 908 3257 18175 1 4E 743.2 119.3 +K 6112 0 41 99rP !11416 4F FOR INFORMATION ONLY ADDITIONAL SURFACING (INCLUDED IN SURFACING FRAME) motors tons AGGREGATE BITUMINOUS MATERIAL AGG. TREATMENT STATION tons cubic meters tons liters tons liters 0R055 NET + FOR HYDRATED I PLANT MIX CR. TOP CR. BASE CRUSHED ASPHALT REMARKS LIME COVER BIT. SURF. SURFACING COURSE AGG. TRAFFIC CEMENT SEAL TACK DUST AGG. TACK FROM TO TYPE II GRADE 0 TY. GR. TY. GR. COURSE GRAVEL PG 64-34 CRS-2 SS-1 PALLIATIVE SS-1 PUBLIC APPROACHES (5) _ 45 443 646 26.6 5.9 _ _ 388 3rg. 743 PRIVATE APPROACHES (6) 35 348 507 20.9 4.7 _ 304 irfr 583 ON RAW RADIUS 3 54 39 3.2 0.4 23 -9r4- 45 VALLEY CENTER ROAD RADII(2) 3 62 _ 45 3.7 0.4 _ 27 611-4- 52 _ _ RAISED MEDIANS _ (37) _ (4.9) M)LTI-USE PATH 25 18 1.5 rx)r SUBTOTAL 49 932 1255 M 55.9 6.5 9 742 0 --44rb- i 1423 N. 19TH AVE. 0 0 Lu 3 4l 75+15.44 76+68.45 MEDIAN OPENING (272) (223) (16.3) (119) (228) LANDSCAPED MEDIAN 79+10.08 79+82.96 MEDIAN OPENING (192) (184) (11.511 (84) (161) LANDSCAPED MEDIAN aa[u T 80+30.81 81+63.01 MEDIAN OPENING (246) (204)1 114.8) (107) (206) LANDSCAPED MEDIAN Q rr v PUBLIC APPROACHES (2) 17 165 241 9.9 2.2 144 Er46 277 PRIVATE APPROACHES (7) 27 264 385 t5.8 3.5 231 3r5 442 RAISED MEDIANS (40) (5.2) q u b " g ¢ SUBTOTAL 4 (281) IS ♦(16.9) 0.5 4F 65 00--1r9 i 124 VALLEY CENTER RD. �o 4F FOR INFORMATION ONLY 00.. 0`,�2 ko v ko o ) RECORD [ORANnHNa STATE I PROJECT NUMBER SHEET NO. ST T� �T MONTANA SID 1299(003) is G m U 1 I 19TH & VALLEY CENTER-BOZEMAN SID o N O u TOPSOIL & SEEDING SLIBEXCAVATION ct6lc O � hectares cubic meters square meters STATION STATION meters o SATOPSOIL LVAGING SEED FERTILIZER CONDITION REMARKS UNCL. SPECIAL REMARKS SEEDBED MULCH EXCAVATION BORROW GEOTEXTILE V O FROM TO A PLACING NO. I NO. 2 NO. 3 NO. I NO. 2 FROM TO # 12+96.02 26+72.00 931 1.30_91,9• 1.3_06r'} 1.304r+ _ RT - 4c1.9veer 26+72r09 3520+3a2+11049+3&F2 13+01.27 24+23.00 448 0.6740r+ 0.676r* _ 0.676r4- LT 17+20 1 R 6 9 S.00 3+55 2372e++& 2+60e6+P9r66 3+40 45+Be-5+ 226 434 SUBTOTAL 1379 1.97 !.3- 1.97 1.3- 1.97++ 19TH AVE SID NO. 675 176 SOFT SPOTS AND DIGOUTS ��� �j 68+69.36 8I+72.03 1209 I.38 i+-c 1.38+z'i 1.384r 224 APPROACHES RIGHT - E 1019 APPROACHES LEFT SUBTOTAL 1209 1.3B 4+$ 1 1.38 h P 1.38-1,2 VALLEY CENTER RD SID NO. 676 SUBTOTAL 13520+34PI 11049+39+P 4087 2354 19TH AVE - SID NO. 675 69+40.00 72+60 44446r66 1 188 4+&;F- TOTAL 2588 3.35 er6 3.352r5 3.352r5 49y�ge q}�q3 649+ - 66+69e46 9++ie-09 397 1099 TT+00 T7+30 195 APPROACHES LEFT 768 APPROACHES RIGHT N 27TH 130T MEDIAN OPENINGS-VALLEY CENTER ROAD SUBTOTAL 23978+3648 10990 4155 3458 85+8• VALLEY CENTER - SID NO. 676 Z GRADING TOTAL 749827463 2039 7545+004-0 zQ cubic meters #SEPARATION/STABILIZATION - MED. SURVIVABILITY Y 0 Z_0- STATION UNCL. EXCESS EMd + REMARKS yl uj EXCAVATION EXCAVATION LL v 12+96.02 v w 9633 5521 4112 N. 19TH AVE. - SO NO. 675 26+72.00 0 68+69.36 N 13649 5194 0455 VALLEY CENTER - SID NO. 676 81+T2.03 J i C TOTAL 23282 10715 # 12567 r N #FOR INFORMATION ONLY-33% SHRINK ADDITIONAL GRADING cubic meters ~ STATION INCLUDED IN ROADWAY ADDITIONAL REMARKS UNCL. UNCL. FROM TO EXCAVATION Ems'+ EXCAVATION _ 14+78.30 125 PUBLIC APP. RT VARIES - 4.0 m AVG. 16+33.70 65 115 PUBLIC APP. RT _ 17+84.00 70 150 PRIVATE APP. LT 2.0 m 17+92.20 95 190 PRIVATE APP. RT 19+25.00 70 140 PUBLIC APP. LT I.0 m 19+25.00 130 115 PUBLIC APP. RT FINISHED I SHOULDER 21+2L40 45 PRIVATE APP. RT NEW EDGE OF 22+88.90 70 170 PUBLIC APP. LT FINISHED SHOULDER FINISHED GRADE = 22+88.90 135 200 PRIVATE APP. RT SEE GEOMETRIC DETAILS MATCH EXISTING 24+23.00 130 BO IPRIVATE APP. RT f- 2Z - -- 25+50.00 50 45 PRIVATE APP. RT 12+96.02 26+72.00 1835 TOPSOIL REPLACEMENT +33% 13+03.15 13+16.IS 355 ON RAMP G 1NSLOPE _ _ - -- 120 mm PL. MIX BIT. SURF. 360 mm CR. AGG. CRSE. EX1Sj1N - 2025 MULTI-USE PATH - N. 19TH AVE. _ n�p _ 70+04.00 240 175 PUBLIC APP. RT \ /\v''T 900 mm SPECIAL BORROW s 3 W _ 74+64.20 145 PRIVATE APP. LT �Wcxi 74+64.TO 132 PRIVATE APP. RT GEOTEXTILE SEP./STAB. - MEDIUM Ili W Y 77+17.80 120 PRIVATE APP. LT Cl Q:C� 77+17.80 130 PRIVATE APP. RT 78+56.00 100 PRIVATE APP. LT 79+03.00 65 PRIVATE APP. LT d �� 79+92.00 45 120 PUBLIC APP. RT N 3 BO+92.50 80 PRIVATE APP. LT ______ ON RADIUS SURFACING NOTCH DETAIL N Q 68+69.36 81+72.03 1610 TOPSOIL REPLACEMENT +33% 1 3+03. 15 TO 1 3+16. 15 LT T1+ST.05 81+63.01 360 MEDIAN TOPSOIL REPLACEMENT +33% In o 3 75+15.44 81+63.01 3950 LANDSCAPED MEDIAN BACKFILL i�N hl O SUBTOTAL upi u�i� I • INDIVIDUAL ITEMS NOT MODIFIED NIEooND oINa�woNe STATE I PROJECT NUMBER SHEET NO. o �T T� ■1/� V MONTANA SID 1299(003) 15 U a Il� 1 19TH & VALLEY CENTER-BOZEMAN SID 0 d H 4) N O a w p c m E o CULVERTS V o meters meters cubic meters meters RCP RCPA C13 mm CORR. 25 mm CORR. RELAY CULVERT CLASS "DD' REMOVE SP - 68 x SPA - 75 x END SECTIONS STATION HEIGHT SKEW IN PLACE REMARKS OF rr~: 9 CLASS 2 CLASS 4 CLASS 2 CLASS 3 1.63 THK. 2.01 THK. CULVERT EXCAVATION CONCRETE CULVERT ANGLE mm x a COVER 725 mm X 1650 mm X 2590 mm x 2400 mm X 450 mm 600 mm 450 mm 600 mm 460 mm 1015 mm 1575 mm I500 mm 1720 mm LEFT RIGHT 16+34 42.03-3.S FETS RACET 25 0.5 24.0 610 X 24.0 CAP APP. RT - BURKE STREET 17+84 _ 4.0 2.0 5 2.0 TII X 457 X 34.4 RCPA APP. LT - LENGTHEN 4.0 m RT_, RELAY FETS RT. 17+92 8.0 _ _ _ RACET 2.0 5 2.0 610 X 35.9 RCP APP. RT - LENG. 2.0 m LT., 6.0 m RT, REMOVE FETS RT. RELAY FETS LT. 19+25 52.33T+3 FETS RACET 30 0.6 13.0 610 X 12.8 CAP APP. RT - CATTAIL STREET _ 19+25 44.0 FETS RACET _ _ 0.3 16.0 _ 610 X 15.9 CAP APP. LT - DEAD MAN'S GULCH 19+32 15.5 _ _ FETS FETS 15 15.5 450 X 15.5 CAP APP. LT - CAT RENTAL - 59.5 m LT. 21+21 17.5 _ FETS RACET _ _ 0.5 12.0 610 X 12.2 CMP APP. RT 22+89 43.0 FETS RACET 10 - 0.3 13.5 610 X 13.3 CMP APP. LT - RAWHIDE RIDGE 22+89 44.244Y4) FETS RACET 0.6 APP. RT Li 24+23 5.035r& FETS RACET 0.5 APP. RT ? 24+56 12.0 457 X 12.2 CMP APP. RT z 25+50 2.SaO.& _ FETS RACET 0.2 APP. RT Z Q 25+91 21.5 457 X 21.7 CMP _ APP. RT to Z 25+91 5.0 th•Er RACET 1.0 457 X 18.4 CUP APP. LT - LENGTHEN 2.5 m RT.. REMOVE FETS RT. 006 f� IT.5 REMOVE FETS OR RACETS TO LENGHTEN CULVERTS 0 SUBTOTAL 23 .04't ir6 13.O+er6• 87.0 4.0 �. 1. 90 1. 150.0 �� '�� N. 19TH AVE. SID NO. 675 ZLLn TO+04 4 3.046re• _ FETS RACET 0.5 28.0 457 X 26.0 CAP APP. RT - N 27TH AVE 00 t- _ 71+86 12.0 1.5 2t1 STEP 20 5.6 0.6 3.5 32'LT 1524 X 32.3 CSP LENGTHEN 10.0 m RT. REMOVE BEVEL FIT. vi w T4+64 33.133r6 FETS RACET 10 0.5 13.0 457 X 12.9 CAP APP. RT 2 0 77+18 4 5.044r5 _ FETS RACET 10 0.9 14.0 457 X 14.0 CMP APP. RT = T7+18 5 12.5 457 X 12.5 CMP APP. LT T7+40 34.736r6 FETS FETS 10 0.5 78+56 33.0 _ _ FETS RACET 0.5 16.0 457 X 15.8 CMP APP. LT 79+03 36.8i4rO FETS RACET 0.5 APP. LT 79+92 10 13.5 45T X 13.4 CMP APP. LT T9+92 _ 11.6+4-6 1.5 2.5 10 3.8 0.5 2.5 1651 X 1016 X 21.8 RCPA APP. RT - RELAY FETS. LENGTHEN 15.5 m RT. - CATTAIL ST. 80+93 _ 5 13.0 457 X 12.6 CMP APP. LT _ 80+93 10 14.0 457 X 14.1 CMP APP. RT 81+61 60.5 FETS FETS 15 0.5 _ 20' LT INCL. 15' BEND 81+66 20 10.754r6 610 X 54.3 CAP I FLOBABLE FILL N 43.8 AFTERS OF 610 x 54.3 CMP 7.62 M REMOVED AT NORTH END. 3.1 M REMOVED AT SOUTH END SUBTOTAL 190.9+6+.5 95.296.5 I1.61^1.6 1.5 12.0 1.5 1A 125 6.7 1-+ 140.4 `-- 1, VALLEY CENTER RD. SID NO. 676 TOTAL 429.94A+h O8. 87.0 1.0 11.61+a 1.5 12.0 1.5 '`. '\. * 215 6.7 )-+ 290.4 `�. 4 FOR INFORMATIONAL PURPOSES ONLY FENCING hours meters eoch meters STATION FARM FENCE FARM FENCE PANEL FARM GATE REMARKS DOZER TEMPORARY DE ADMAN TYPE TYPE TYPE TYPE FENCE FROM TO F2W-813WW F3M-99OWW F4M FSW SINGLE DOUBLE TYPE G2 TYPE G3 19+93.I8 21+1 T.30 124.1 14 RIGHT - TIE TO CATTLE GUARD m m - _20+85 20+85 1 Q Q Q - 21+23.59 22+T3.50 _ 150.0 2 2 RIGHT - TIE TO CATTLE GUARD zLu22+30 22+30 I U 22+73.50 22+T3.50 21.3 $ 2 RIGHT wj z 22+73.50 22+79.60 6.1 2 RIGHT Q 1r U 2 Q [fj o =` TOTAL 301.5 44 74 SID NO. 6T5 o zz �oM3 Q O.. o N M 2 tl \O ul Lsl._ G LclGO9 �D DG LaM'In ��]C STATE PROJECT NUMBER SHEET NO. ` SUMMARY T� ZT MONTANA SID 1299(003) 16 A AS U I 19TH & VALLEY CENTER-BD:EMA, II: MEDIAN CONCRETE CURB N � O 4 meters epics square motor s meters STATION 4. MEDIAN REMOVE 100 mm REMOVE O CONCRETE CURB CURB a GUTTER CONCRETE MEDIAN CRUSHED CLASS-D. MEDIAN REMARKS g AGG.CURB CONC.CAP CAP COLD MILLING a, FROM TO TYPE A TYPE B COURSE 0 12+89.28 13+36.52 100.0 118.0 square meters lJ 4 12+89.48 14+38.96 305.9 24 210.1 INCL. (1)2.I m R a (1)0.3 m R STATION 14+40.91 14+48.38 16.8 1 4.7 INCL. (2)0.3 m RADII COLD MILLING REMARKS 14+96.15 15+09.04 25.72gr+ _ _ 1 8.0 INCL. (2)0.3 m RADII 15+10.96 16+34.39 251.0 24 209.7 INCL. (3)0.3 m RADII • FROM TO 60 mm $ 16+33.85 16+38.74 35.6 59.2 14+40.63 15+20.00 679 8.56 m RT _ r� ,✓` 16+34.83 16+38.90 34.1 _ 4 38.5 1 INCL (2)0.3 m R a (1)0.9 m R 14+40.63 __ 15+20.00 _ 679 8.56 m LT 16+43.62 17+79.29 273.3 10 85.6 INCL. (2)0.3 m RADII 17+75.85 17+93.35 54.0 140.8 17+79.44 17+87.64 34.7 7 61.9 INCL. (3)0.3 m RADII 17+85.96 _ 18+01.48 49.3 125.4 SUBTOTAL 1358 17+91.88 18+01.19 39.548 6 _ 7 64.5 INCL. (3)0.3 m RADII TOTAL 1358 N. 19TH AVE. SID N0. 675 17+91.94 _ 19+06.34 232.3 20 173.7 INCL. (3)0.3 m RADII 19+44.49 22+79.05 671.2 31 269.1 1 INCL. (2)0.3 m RADII VOLUME OF MILLED MATERIAL IS APPROX. 80 m' 22+80.13 22+86.38 39.3 _ 7 57.7 INCL. (2)0.3 m R a (1)0.9 m R PARTICLES 50 mm OR LESS MAY BE BLENDED WITH SPECIAL BORROW WINTER DAMAGE (6.1 1 40.2 REMOVE DAMAGED CURB & GUTTER 22i92.01 22+98.I1 39.9 _ _ 7 61.2 INCL. (2)0.3 m R a (1)0.9 m R 22+95.44 24+78.23 00.9 TEMPORARY CURB z a 23+03.23 25+49.04 496.9 _ 54 468.4 INCL (3)0.3 m RADII z 25+50.96 26+23.00 149.5 24 207.9 INCL (3)0.3 m RADII Ow z c SUBTOTAL 00.9 93. 2615. 1260 -7 79.1239� ♦ 221 1905.96 go 443.4 N. 19TH AVE. SID NO. 675 0m a1 cn 70+18.01 71+47.75 263.9 10 209.0 INCL (1)0.8 m R & (2)0.3 m R 7t+49.68 71+87.05 76.8 6 111.6 INCL. (1)0.3 m R PULVERIZATION uaiLL 7t+8T.05 73+69.50 365.1 _ _ 164.4 LANDSCAPED MEDIAN-450 mm CAP w- 73+69.50 74+48.29 159.3 8 168.B INCL (1)0.3 m R square meters to 74+15.40 74+55.03 83.3 4 7T.3 INCL. (1)1.2 m R 0 74+73.4T 75+13.03 64.1 _ _ 4 76.7 INCL. (I)1.2 m R a (1)0.3 m R STATION PAVEMENT PULVERIZATION REMARK S 74+79.40 75+13.66 71.8 2 42.9 INCL. (3)0.3 m R 75+15.44 1 76+68.45 311.8 40 184.9 LANDSCAPED MEDIAN-600 mm CAP FROM TO 120 mm 76+68.45 77+02.52 71.5 2 44.2 INCL. (1)0.3 m R 70+88.05 81+72.03 15T83 7.28 m LT a RT T6+70.27 77+07.93 79.9 4 72.4 INCL. (1)1.2 m R - - 77+2T.69 77+79.60 108.1 5 106.8 INCL. (1)1.2 m R - 77+33.22 77+86.08 107.9 2 32.0 INCL. (2)0.3 m R 77+8&00 78+90.48 206.3 3 61.4 INCL. (2)0.3 m R 78+47.40 78+95.48 101.4 5 97.2 INCL. (1)1.2 m R SUBTOTAL 15T83 79+10.08 79+82.96 157.6 30 93.4 LANDSCAPED MEDIAN-600 mm CAP 80+06.06 80+29.05 57.3 5 105.1 INCL. (1 112.1 m R a (210.3 m R TOTAL 15783 VALLEY CENTER RD. SID NO. 676 80+30.80 81+63.01 274.2 36 163.1 LANDSCAPED MEDIAN-600 mm CAP SUBTOTAL IB 6.0+836.4 743.6 a 166 IT99.6 VALLEY CENTER RD. SID NO. 676 TOTAL 2036.9 2 743.6 219. Is'4"1 a 387 3732.2 1 443.4 4o-FOR INFORMATIONAL PURPOSES ONLY MEDIAN TOPSOIL & SEEDING cupTC hectares sal"s STATION meters meters TOPSOIL DRAIN SEED FERTILIZER CONDITION GEO- REMARKS SALVAGING AGGREGATE SEEDBED TEXTILE FROM TO B PLACING N0. 1 NIL 2 NO. I NO. 2 • 71+87.05 73+69.50 107 53 0.11 0.11 _ 0.11 1066 74+12.50 2.6 m LT TO 17.2 m LT_ pp m 74+52.82 74+83.98 17.5 LCl Q T 75+15.44 76+68.45 59 0.06 0.06 0.06 w LU W 75+16.44 2.6 m LT TO 16.5 m LT z3:x 5wZj vl W 76+67.75 2.6 m LT TO 16.5 m LT WO z 77+01.34 77+37.26 IT.7 LT 79+10.08 79+82.96 50 0.05 0.05 0.05 a 79+27.74 3.1 m LT TO 17.7 m LT O 79+73.00 3.1 m LT TO 17.7 m LT a1 0 3 80+30.80 81+63.01 54 0.05 0.05 0.05 C, ::k 80+31.81 10.9 m LT TO 17.T m LT N Q M 3 TOTAL 1 270 53 0.27 1 1 0.27 0.27 1066 VALLEY CENTER RD. 510 NO. 676 't N v R DRAINAGE - LIGHT - SEE DETAIL v am !FOR INFORMATIONAL PURPOSES ONLY viol RE OG�D DD REaA% 0 N a STATE I PROJECT NUMBER SHEET NO. ` ['�T T�/� �T MONTANA SID 1299(003) 17 1`J U I1•V1■ 1Y. 19TH & VALLEY CENTER-BOZEMAN SID 0 a6 v, d = MANHOLES IN PLACE WATER VALVE BOXES N eocn EACH ` ADJUST REMARKS STATION ADJUST REMOVE B RESET STATION w MANHOLE TATON VALVE BOX VALVE FItE REMARKS O HYDRANT E LEFT RIGHT LEFT RIGHT LEFT RIGHT n 14+ 74+54.67 1 20.4 m 18+02.RT - SAN. SEWER _ 7..33 +0 _ _ _ 1 22 7.9 I m U o 77+09.00 1 24.0 m RT - CITY WATER 19+10.00 1 RT RELOCATE FH 19+25.00 I 1 27.0 In RT SUBTOTAL +2 ' TOTAL +2 SID NO. 676 SUBTOTAL 1 42 19TH AVE SID NO. 675 s 74+58.4)3 +0 "�+25 m RT 74+58 I 4*rfi-w b+25 m RT _ 75+71.73 1 12.2 m LT T6+40 I 13.66 LT. ADJUST VALVE PAVEMENT MARK INGS 1Ta26.41 I .4 m LT 78*58 I 24.40 LT, ADJUST VALVE INTERIM MIILIIM FINAL FNAL SUBTOTAL SUBTOTAL APPLCATION APPLICATION APPLICATION APPLICATION N. 19TH VALLEY SUBTOTAL 3:•4 I VALLEY CENTER RD SID N0. 676 ITEM UNIT N. 19TH VALLEY N. 19TH VALLEY AVE. CENTER RD. TOTAL 70TAL 45 23 AVE. CENTER RD. AVE. CENTER RD. SO NO. SD NO. 6T5 676 WHITE PAINT L 40+723.9 TW I 484 4+8• I 3 f4+11 z YELLOW PANT L 4&130.0 #11, 245 - _ 1 0.0 48- 245 375 MISCELLANEOUS ITEMS viz WORDS AND SYMBOLS - WHITE PANT L @42 36.0 441++ 94 e4e236.0 494• 94 94fr 330 z a WORDS AND SYMBOLS - YELLOW PAINT L SFr T 55• 7 T Y LUMP UM each x RESET IRRIGATION SHRUB MEDIAN REMARKS ov Vi.o WHITE EPDXY L 448. 4T0 300 i48. 470 300 ?TO STATION DRAINAGE NOSE SYSTEM PLANTING z a- YELLOW EPDXY L 96 100 418• 115 96 100 -9& 115 21 STRUCTURE RAMP WORDS AND SYMBOLS - WHITE EPDXY L 43+ 470 416 106 23+ 21 V11, 20 321 o<- WORDS AND SYMBOLS - YELLOW EPDX L 3+ 30 30 19+52.62 1 24.13 LT - REMOVE FROM STA. 19+33.00 22.8 LT viw - - _ --- -- o x Z YELLOW CURB PAINT L 442. 432 44+2 4 418 ve 702 SUBTOTAL 1 SID N0. 675 r � _ - - I _ VALLEY CENTER VALLEY CENTER TEMPORARY PAVEMENT MARKINGS km _ +or&1.8 +Br@ 1.8 o -- 74+13.00 1 RT /_ N / #� 15+15.43 1 LT N 76+67.87 I RT pK - -- 77+82.00 I LT SIDEWALK 78+45.00 I RT � SLB70TAL I I 5 SID N0. 676 A squore meters meters 1 1 STATION CONCRETE SIDEWALK REMARKS TOTAL 1 5 100 mm 150 mm WIDTH FROM TO LEFT RIGHT LEFT RIGHT C 14+49.50 _ 15.5++ra INCLUDES I TRUNCATED DOME PANEL (0.93W I I..IRB 14+64.61 24.14fir+ _ INCLUDES I TRUNCATED DOME PANEL (0.93M') 14+92.36 _ 28.0 49rfi _ INCLUDES 2 TRUNCATED DOME PANELS (1.86M') meters 14+94.71 _ 24.048r+ INCLUDES 2 TRUNCATED DOME PANELS (1.86MP I STATION 16+21.12 19.T++rT� INCLUDES I TRUNCATED DOME PANEL (0.93W I CONCRETE CONCRETE BITUMINOUS REMARKS - - -- CURB AND GUTTER VALLEY GUTTER CURB 16+41.88 16.0 44r6 INCLUDES I TRUNCATED DOME PANEL (0.93W) 17+78.70 15.B+i49 INCLUDES I TRUNCATED DOME PANEL (0.93W) FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT 17+93.51 I +2r8• INCLUDES 1 TRUNCATED DOME PANEL (0.93W 1 14+40.63 14+54.05 25.3 29r3 15.Om RADIUS I T+7&60 34.2++r& INCLUDES I TRUNCATED DOME PANEL l0.93W 1 14+55.24 14+67.43 118.2+Or+ 12.2m RADIUS 19+06.94 29.4 f5r4 INCLUDES 2 TRUNCATED DOME PANELS (I.86AR 1 14+84.76 15+03.46 1 215.5 46w4 _ 20.Om RADIUS 14+91.35 15+03.89 119.5+or+ 12.2m RADIUS 19+11.07 44.2e3r& INCLUDES 2 TRUNCATED DOME PANELS (I.06W 16+09.80 16+24.91 1 32.731.8 1 13.7m & 61.Om RADII 19+33.00 _ 8.5 (CONCRETE APRON SLOPE PROTECTION) 35 M LT 16+36.87 16+6L60 1 39.66" 54.1m & 22.9m RADII 19+37.74 _ 27.3 23r& INCLUDES 2 TRUNCATED DOME PANELS (1.6610) 17+78.70 17+79.25 14.5 ir+ _ 19+42.07 _ _ 3T.T23r+ INCLUDES 2 TRUNCATED DOME PANELS (1.8610 1T+83.00 17+88.00 35.4 22+70.30 21.3341r36 INCLUDES I TRUNCATED DOME PANEL (0.93M') 17+90.13 17+94.05 17.3+5r2 18+03.00 1842 L 00 55.8 23.0 In REMOVED AND REPLACED _ 18+9T.36 19+13.48 I.3 e+r6 _ 16.8m RADIUS Q)(� 18+9B.94 19+1T.24 29.5P9r+ 18.3m RADIUS `aqo SUBTOTAL 188.9++�+ 170. I TOTAL= 359.0 19TH AVE SID NO. 675 19+31.62 19+49.92 S.899:+ _ 18.3m RADIUS uj W W 19+35.51 19+5 L 60 2T.2 2+..& 16.8m RADIUS x 79+77.14 35.3 40r8• INCLUDES I TRUNCATED DOME PANEL (0.93M'O c� ----- -- --- 22+78.14 22+62.90 51.6 P5:-6 61.Om RADIUS `c 80+07.74 _ 10.0 2ir? INCLUDES 1 TRUNCATED DOME PANEL 10.93M') 22+95.00 23+t5.00 47.7 n v - - -- - SUBTOTAL 225.54+- 261.4 N 19TH z 79+68.43 79+05.15 T.2 2ir4 30.Om RADIUS + EXTENSION - 79+99.85 80+16.93 T.6 e7rF 18.3m RADIUS c) v - - VARIOUS VARIOUS 16.2 _ WINTER DAMAGE N 3 - SUBTOTAL 16.2 ♦ 54.8 VALLEY CENTER RD. o zt N a o v SUBTOTAL 241.7+33.6 ee5.8 316.2 SUBTOTAL 0 45.336-' TOTAL= 45.3 VALLEY CENTER RD SID NO. 676 NN 2 TOTAL 557.9858.9 o `t TOTAL 3F5-6 404.3 v v . #FOR MULTI-USE PATH ADA RAMPS. SEE MDT STANDARD DRAWINGS 608-15. 608-35 AND 608-40. ME STATE I PROJECT NUMBER SHEET NO- lJo MONTANA SID 1299(003) 18 G m ^� PI=14+81. 68 14+91.41 9TH & VALLEY CENTER-BOZEMAN SID U f4+9 i.35 8 � =16' 27' 43" lLT 1 3/.29 L 27.78 LT Rc =997.927 m 4 N . 0 2 Ls =45.72 m Oq 5 227 li91• 15 As =1' 18' 45" lT o _ A. =13' 50' 13" (LT T .89 27.50 Q l3+46.43 Ts =167.23 m A 12.20 mT R V NOTE, Q Q ' Lc =241.00 m /4. 8. 13 45.7 m R 34.28 L t � I g o Z Es =10.47 m U o N 1 9 T H HAS BEEN O V E R L A Y E D 4 i +02.96 `+° S =3% J4+54.94 - 4+67.43 Y �15+03.B9 4_ a rn 20.8! LT rn 26.68 LT • ■■ ,N UNDER SEPARATE CONTRACT _ Z _ 2 •78 LT 15,30 LT 12.20 m R 14f97.65 13+15.87 0 "4N 14+55.24 HN a�\�!4. 3 i.8i 004.-05 15+08.74 . �8 a /3.7 mLR14. 8 LT + ! 0.30 m YO.60 m51 TR-`i-=_'-��� 13+/6. 15 H16I NO 8Z'BL+yI I L £I 00 �C 5+11.26 l2+89.48 O 8 Lo d 1.50 RT i2+89.4-8 13+1 0.00 R ` 14*88.7 0.60 m 1� 2. 10 m R 2. 10 LT 2. 10 LT �G 14+48.38 c 18.59 RT +38.68 4.44 LT �,�. 15+03.46 �W" 4.55 LT 0.30 m RS 16• 48 00 W 3 l3+28.38 0,60 m R ap II.70 RT 0.4 13+57.274+4 . 6 ��� MOVED THIS BULL cT NORTH 1 9 T H AVE V E 4.60 LT ! 4 /4+9T.40 NOSE TO THE SOUTH 2 l0�� 0.60 m R ■t t 4 15+03.46 FOR THE CROSSWALK 1.5 m TO MAKE OOM 6S+18 4 • 31.70 viz 14+40.63 Ljj Y 0 15.30 RT U� III 20.00 m R 111 z _ M 12.h04 R� J3+409RT 14� r 1111 III LtJ l4+84876�a1 Ji m 26.26 RT LL ILL "� III 111 LL 14+40.63 III 111 a¢ O can NOTE: 3N30 RT III IIIW o" 14+54.05 ALL DIMENSIONS TO BACK OF CURB 36.02 RT �I° --j mil. o OR EDGE OF PAVEMENT. CUR III lu j � �N III Ill 0 AND GUTR 17f79.77 CDNnRucrED IN FIELD W (0 IR DD IDQ VW 11V l�J •L3.-17 LT 17l76.25 17+84.00� 17t79644 3.T417 89. 17 39.36 LT 44.86 LT 17175.92 lT+89.87 17+42.06 39.65 LT _ 42.93 LT 41. 6 LT 17+84.52 r 38. I m R 24.67 IT ' ��' 17+93. 19 f - co 0.30 m R . 44. 13 LT CUT IN AND POURED aN 17+94.56 18+l7.TO 4 A 0.7 m WIDE DRAIN + 17+78.44 • �� 40.35 LT LT 6.6 m FROM BULL 17+47.99 30.45 L 174-91.24 24.4 m R NOSE 16+46.89 4. I L 39. 15 LT 15.30 LT 37.50 m R ~ 17+62. 19 I 17+8 17+94.76 I +0!. 17 16+34.39 in 2 •4 LT t 29.4 1 LT 1 . 8+16.23 3 L 0:30m4 15 I2.2mR `30.44L 0.30 m R /7+B6. l� 13.35 LT /1/0.666B RT 16+43.62 l7+6!.94 12.93 LT 16i23�93 m 803.2 LT 17+76.9!10i .30 m R 17+0 1.34 17+54.58 I5.7 I LT l5.5233/7+98. 19 /8+40.82 I8+40.00 18+98.94 • 1-+74.89 / BO RT I. 0 RT 3.82 LT !J.30 m R 0.30 m R 12.65 LT 2. l0 LT 1 I.70 LT 11.70 LT 17+79.44 16+01. 17 __ 16+38.90 S 0' 20' 7" 3.4 L !3.27 LT 1 +9 4 1.50 LT4 2. 0 RT /6+09.88` 1 .20 R 0.30 m R 0.30 m R 1 J/0.30 m R N 0 R T H f E r 17+50.87- 17+7g.2g 7+91.88 1.80 RT I8+20.03 18+4B.00 - 12.93 12.80 RT } 1 2.85 LT 3.000 LT =- A T . RT=�30 m R _ 12.50 RT I5.30 RT 18+97.36 t 0.90 m R ] 441L. rya R 0 30 m R 1 t r 17+7 1.23 1�' °t ''�18+01. 19 1 gG, 16+21.44 is �_�` ,r*• 16+61.60 17+41. 13 _ s •l • �i 666 2 J.BO RT + • 1 1.70 R7- I I.70 RT 1 - RT t .20 RT 1!. 0 Z-- i6+84.78 17+79.36 ! 0.30 m R 3. 18.25 ! w l6+4!.78 20. f0 RT ?7+83. 13 1 r�' >w +08.82 23. 16 ��- 52.50 m R 17+g3.86 14.50 m R 22.54 RT -�• I /6193 RT 41 4J T 26. •a_cR� - 13.7 m R l6+21.49 •24+�9. 16 M �J 24+T4•RT 16+6 1.60 17+70.3!__--.+ ,.? ; 14.5 m R ¢ 21.96 RT • • 16+43.21 /3' �u� .38 RT • r 18+06.73 18+97.36 • 2B. I3 RT i( 22.90 m R 16+84.27 13.70 m R �r 1 2. i RT MEDIAN / A D A RAMP n a; 16+19.4 • 4 8 3 n 17+98.67 18+40.38 16.80 m R 26.76 RT a 16+40.02 \ 54. 10 m R 2 .4 T 17+80.80 n 1717.2� 40.97 RT LAYOUT DETAIL 16+22.73 6.74 RT • u 4.49 48.0 m R r:, n 25.78 RT 16+36.87 i7+82. 1 4.9836 37.67 RT 24.0 m RT 17+98.88 18+44. 11 1 +32.98 o.so m R 41. 15 RT _ 19TH & VALLEY CENTER c o ; 44.88 RT - - a<�•, 16+24.9/ W 0. 32 R 17+85.45 18+25.82 47.5 m R 37.71 RT Y O.sO m R NOTE' 2 ' ° 53.23 RT - BOZEMAN SID v o ALL DIMENSIONS TO BACK OF CURB 4.49.37 91.40 m R SID 1299 (003 ) m OR EDGE OF PAVEMENT. STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) 19 CS o 19+27.98 19TH & VALLEY CENTER-BOZEMAN SID m y 6 LT N r Z rs}2l.04 N N N 0 C..) °' \49.98 L20±23-OT 22f21.9l -_ a m � f 14.29 J � /9+32.73 91.40 m R 49.36 LT 19 19 IQ 0 L .91 L 6 1.00 m R C e 19f 11.39 Q C' 19f 17.24 L CONCRETE APRON 26.' i8+98.921 93 L Lil f41.06 SLOPE PROTECTION •.. c 18 00 L 20. 0 LT CURB STOPS U o 18.30 m R M I 2.50 LT 19fO6.77 « 30.00 LT 16.80 m R 7 9 L « t , 19f46.03 221; g 19. 19f08.59 ►Z76 2 , L 4• 19f44.59 t 4.4 L 19138. 54 1 .2 LT I9+06.34 +5 1.60 21+25.97 B17J LT- 70 LT 20+7/.97 2. 1 0 LT \_����_�������������������� --------------- !/ 0.3o m R 7. 0 RT s� q_______====:C=_ 20+9t80r 17 W 21+44.88 i9+44.49 1 f40.09 NORTH 1 9 T H A V E 2. f0 RT 1.50 LT 1.80 RT 14. 6 R 0.30 m R ♦• ♦ 19+49.92 I, /0 7 z 19fU4. 30 ♦ • 11.70 RT 2�fiff1+ 16. 0 RT • 19+41.95 1 I..5 m R viz '� 19f 13.48 I 48 RT 7f m..80ZF88 = 7.34 R 1 +37 8019.95 RI 2. RT 19+49.92 /+ =2 19t34.45 ��T1.bb-RT „g 18+97.36 20.2 R 18.30 m R 2.64 32. 0 a�- 19f07.87 19f31.62 0 F I6.80 m R 2 85 RT 30.00 RT 19f 10.58 9 0*2J.72 RTa � 0 19f17.22 NOTE: r Z 3.23 R 22+07.31 +sreea_ NEW ASHPALT EXTENDED ALL DIMENSIONS TO BACK OF CURB 4 o Q I + 7. TO THIS STATION 8 OFFSET OR EDGE OF PAVEMENT. 76.2o m R mIEc(oRDD DaQWM o (' 22f 9 1.99 Ln - ? M 64. 2 LT lta 22+82.89 /' IVQ�v 3f69.89 n1 6- LT N 2. L N N 22+79.93 q2--- 76.20 m R 30.53 L 2 +82.90. Ld 22+78.47 49.72 LT„ Q 31.01 LT " " u') ti 22+76.73 • " CURB AND GUTTER OD uo 26.32 LT _aM 22*67.20 CONSTRUCTED IN FIELD N « 22�78. 14» 24.44 LT v m 2 3 LT m 23+0078 + + Ln 2 + 7.03 r L MEDIAN FILLED WITH MILLINGS �Z c`r'v N 22.90 m R , r FROM THE OVERLAY PROJECT, N v N r a 23+i 4.57 � L^ 22+772.62 ♦! 1 1 6.9� TEMPORARY MEDIAN CURB 22fl 73 a 11 + 15.20 m R SEE DETAIL 5+50.38 25f03L01 r� 22f86. 8 .r 1.80 LT 2,20 m R 18.94 LTy4♦,♦. 12.80 LT rr,l 0.30m R 22f57. 16 22f80. !3 0.90 m R22+95.44 34-14.66 251-48.33 26 11. 0 LT 12.20 LT 10 LT 11.70 LTz--------- 1.50 T 24f87.24 1.80 LT 0.30 m R 1-50 LT 2. 10 LT - 0.30 -R _ i-ze-pi--------T 22+79. BL C D C O O C C C O C O C C C .. •� 0.30 m R 1T�2a Tr 2 57;g.64 25+69.00 `Om 2 70 80 0.30 m�R 18 y NORTH 1 9TH AVE o:3o mTR 2. 10 RT uw+o / 0.30uj m r Y v ?w + 221-902 Ri 23+98.9 24f44.60 25+25.9 25f88.57 w z m i 1.70 RT 1 1.70 RT 1 1.70 RT 11.70 RT 15.20 m R 1 v 23+98.51 24+44.89 25+25.47 MEDIAN / A D A RAMP 20. 4 - 48.70 m R 26.60 RT 28. 19 RT 26.58 RT 25155.37 LAYOUT DETAIL 14.91 m R 24+28.1 16.49 m R 14.89 m R 27.24 RT 24+12.56 28.47 RT 25+39.48 25+7 1.20 22:90 m R 21.62 RT 21.56 Rr 1r.70 RT 1 9TH & VALLEY CENTER 2+ 8 5� 24+14.87 25+4 1.83 25+7 i.4B oNv 0.30 m R \:80 m R 28.62 RT NOTE% 28.59 RT 28. 18 RT - BOZEMAN SID vv.. 16.49 m R 161.00 m R ALL DIMENSIONS TO BACK OF CURB OR EDGE OF PAVEMENT. SID 1299 (003 I STATE I PROJECT NUMBER SHEET NO. MONTANA SIC) 1299(003) 20 U q m PI -27+49, 30 19TH & VALLEY CENTER-BOZEMAN SID c6 A =35' 00' 00" (LT) I�- q N N y � Rc =582. 125 m N Ls =45. 72 m o a � 4 As =2' 15' 00" w Ae =30° 30' 00" (LT) o Ts =206. 45 m ti Lc =309.88 m +� o Es =28. 41 m .. a U o S =57 s 26f23.00 2. 10 LT 26f23.00 1.80 LT 0.30 m R 26f23.00 1.50 LT NORTH 19TH AVE z 26f72.00 c If.70 RT ZZ Y F N 2 O Q 0 =g 21 .a n p Q LL p W < O F Q NOTE: ALL DIMENSIONS TO BACK OF CURB /- OR EDGE OF PAVEMENT. o RECORD 1DRAMN8 _v (_o A 7 1 f 48.05 8.80 LT 7 Q51. 19 69fB8.05 2.30 R 68*69._36 8.80 LT 2.00 m R 6.43 LT 70f 18.01 71f47.86 0.50 RT 0.80 RT 0.30 m R _70f 18.01 71f47.96 2. 10 RT 1.30 RT VALLEY CENTER ROAD 0.30 RT � 2. 10 RT 0.80 m R 68f69.36 6 38.OS i� 69 7f g,5g 55 c� m m' 6.43 RT 7.80 RT l0 48 RT > RT n 7 3232.35 0.30 m R o !1. !0 RT 7 1f48.05 + 691-77.28 !T.-IM-RT w 3o.43 RT z 20.0 m R 70f32.35 C)a: w 31. 10 RT o 20.0 m R 69f96.75 Q �7of12.35 MEDIAN / ADA RAMP V 25.s8 RT �; 31. 10 RT LAYOUT DETAIL w�N as s9 RT 19TH & VALLEY CENTER 0 o in ��• 70f00.69 N - BOZEMAN SID 4 N n v 2 N 58.69 R 70fO7.24 58.69 RT v � I ALL DIMENSIONS TO BACK OF CURB ��-- SID 1299 (003 ) OR EDGE OF PAVEMENT. STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) 21 q 19TH & VALLEY CENTER-BOZEMAN SID of in U N � O w 741146.51 c � � 30.00 LT e 73+00.28 73+01.30 16.8 m R >. 1.64 LT 74f46.51 74+61.62 2.70 LT l3.20 LT 24.32 LT U o 73+00.00 73+03.36 74f76.2 4.f3� LT 2. 0 L 0.9 LT 74f48.29 0.30 m R 2,20 m R 3.90 LT 74f76.50 73+00.00 73f03.36 0.3 m R 23. 16 LT + !0 LT 3. 10 LT 74+73.47 $ 73+25.00 4. L 10.90 LT 73f85_00 74f40.00 74f89. 14 13.20 LT 4 0 LT 26.89. 1 LT � 74f40.00 72f20.00 73485.60 ��0 LT 13.7 m R 8.80 L� -- 3.=0 CT ;�� 74+40.00 72fO2.05_\ -- --- �•60 LT 7.BOLT 6 3. !0 LT ccccc .to_�� ====_ _ l.80LT 74+73.47 74f89. l4 - 73# 0.p J3fp 4.54 + 9 _ J.00 LT 13.2000 LT ENTER ROAD 4:!� RT 4. 1U RT 74f13.00 :Z:Z:Z - 1.2o m R �Z 74 88.4 r t y r r- V ALLEY 72+97,74 72+99.7 73+25.00 0.660 m�R ~� z / r r -r -' 72+20.00 I 3.70 RT 748 40.00 r i r r r 2 0 3.36 RT 13.20 RT 1.80 T 74f5 .03 74+55.0 a10.301 3.00 RT z Z- r r 'r 7 1. 10.00 m R 72+99.78 74+3� I.2 m R + o o r r r r I !1. !0 RT 72f 97.74 3.40 RT 13.20 RT _ N .66 2R98 02 0.3 m R 74+55.03 /74488. 3 LL 46 RT 3299.50 4.20 RT 3.9074-f79RT0 J.60 RT a a 3.30 RT 74f37 08 0.3 m R o a 26.90 RT 74483.74 16 l 3.7 m R 7 4 f 5 I. 13 I3.20 RT 2" NOTE 24.22 RT 4+51.76 ALL DIMENSIONS TO BACK OF CURB 27.30 RT 74+83.74 74+66.30 30.00 RT OR EDGE OF PAVEMENT. 2-7 31 RT 16.8 m R RECORD DHAWHU a 00 ~ ~ PI =79+24. 31 1h 77f29.28 A =39' 24' 29" (LT) 1- 24.35 LT R =440 m 77f30.06 T =157. 58 m 2 15 L M 77+l0.22 77+42.91 ~ L =302.63 m 26.90 LT iv _ L 13.7 m R � E =27.37 m 76+94.40 + S =3% 30.00 LT 77f27.69 16.8 m R 3.00 LT 76f94.40 �, 1.20 m R c) 77+66.73 J3.20 LT 77+27.69 a I3.20 LT 77+27.69 1.80 LT 76f68.45 76+68.45 75f89.45 4.20 LT 77+42.91 4.35 LT 4.20 LT 7r3 13.20L _ 13.20LT .60 m R 76+05.42 76+68.45 76+68.45 76+94.87 L - - 4.3� LT^� 1.66 LT I.81 LT 3.6�_ /33 902LT2 0.60� R� !r r r 75+17 72 -- ___-_ ____ _ 0.3 m R __ r 2 20 m -c= - - - ________________ __ - =C= _ r a �o ��r' o�" - - .'"___- --_ _____-- - ,C ------- ===0_ _r 7Z 71w r r e - - "w' '"� - _ _----- VALLEY CENTER ROAD 76+94 76 .73 r r / 76+67.87 77f _- 75+77.88 3.90 RT 1'8 77+33.22 0.60 m R 0.60 m R - 77f07.93 ">;W rrrr 4.35 RT 1.BO � Rr w w x= 75+13 92 0.60 m R 0.3 m R 76f92.66 77+33.22 2. l6 RT 75+89,45 I3.20 RT 3.60 RT 0.3 m R 75+15. 12 !3.20 RT 77+07,93 77f66.73 7� 27 05 R 3.00 RT 77+05.51 7+33.22 0.3 m R -0 4.20 RT 13.2o RT MEDIAN /ADA RAMP 3.90 RT 76+92.66 20 m R 22. 14 RT 77+ LAYOUT DETAIL N 0.3 m R 26.90 RT z N 13.7 m R 77+07.93 77+4 1.20 4.20 li P1 =73+76. 08 4.20 RT -13.20 RT 19TH & VALLEY CENTER 00-3 A =44' 06' 46" (RT) 77407.24 77+41.20 oo.. zl��r 30.00 RT - BOZEMAN SID 2'�ti �a 2 R =585 m cn NOTE: 77f24.62 16.8 m R ago T =237. 03 m ALL DIMENSIONS TO BACK OF CURB 27.2 f � L =450. 40 m OR EDGE OF PAVEMENT. SID 1299 (003 ) E =46. 19 m STATE PROJECT NUMBER SHEET NO. A �MONTANA SID 1299(003) 22 Pi78f50.20 8+7 , p y0 19T'' & VALLEY CENTER-BOZEMAN SID T 0 �' ♦ -ry a / $s�2IF co - -...5.�- 07 �78f6 .89 7 4 P1=81+14. 61 81fO2. 14 k p N S.84 LT Lr 7B+97. 18 PI -79+24.31 A =18- 01' 01 g_L L54 m + ° 4 7 +g4 8 25 _ R =285. 375 23.35 LT- 20 r 79f l2.87 =39' 24' 29" (LT e0192. 11 , v T =45.24 m 15.0 m R 0 c 25.79 LT R =440 m 15.09 L 81f 16.69_ L.M 79f 10.08 0+89. 15 =89. 74 30.55 LT N E T =15 7. 5 8 m r� ,. .{?', 4.J5 LT 6.49 LT =3. 56 13.7 m R L =302. 63 m m .� 791 10.08 ip OfB9. 19 =37 B l+/5.42 }� 4 =27. 37 m + 3.6/ LT /16.90 Li`t BIf63.49 3°3 U o +++ `+ �900LT 3.OS mT R S =3% m 80+9/.07 /_� 81+49.49 3.OB- \ �� d 0.3 m R 79f20.69 !4.40 LT 4.05- LT �2.365Lm R !.2 m R 81f44. l9_ ,:; 8/f63.01 + f a 80+9/_._07 4 0� 0� / 3.43 RT Q, 3.30 RT 13.20 L T � ' 0.60 m R + 1.05 m R 80+28.22 BOf06.06 i e \ 0.00 LT o0o jej.z� O �i z __ _ 0.30 LT 0.3 m 78+95.48 / _= 4791F73.00 3f� 53 LTOp 60+90. 19 4.0 !.BO RT _ =__ 79+83.92 80106.06 80f30.05 \ � 2.89 RT �.80 RT 0. 15 LT � /9 ii 0.60 mR '��� 2. 10 mR 0.30 mR - _ 8 l+49.49 9f20.69_'_' _ e - - S-ABA- _38=_E- / 13.oo RT R � `V i 78 2. 4.35 RT , \� -_______ AD `li 79+09. 13 7 705Rm R 7996 80+OB.63 80f32.79 G�\ 0 \ 9 �i 2.84 LT _1� 2 35 RT 80+06.06. �15,42 RT 80+l2.B8� i.85 RT i C�`V G7\ i 3B+95._48_ 79f68.4� 93 13.70 R _ 2.20 m R ^��� ` \ z 3.20 mT R f3.20 RT 79f78.35 80f29.54 V Y� \ ,,;a 16.84 RT B0+16.93 3.60 RT z 78+95.48 79f77.37 � 80f05.49 13.20 RT 0.3 m R i 4.20 RT !7.76 RT 85. 13.23 \ oz�� 17.99 RT `, ,�' 15. 79 RT 79+79.86 5 11 °a 20.66 RT I' 80+06.42 8OfO9.35 79f68.4 79f81.03 -�� 18.94 RT 16.76 RT o F- 30.00 RT 19.74 R7 ,6 w 16.s m R 79+83.3 I Z '�79+99.85 o24.29 RT p 30.82 RT 38. m 1.50 RR = 79f83.76 � NOTE: 31. 18 RT ALL DIMENSIONS TO BACK OF CURB 79f85. 15 , N 3o.so Rr Q OR EDGE OF PAVEMENT. 4 L_ O� HIEC 0IND DD L L��[l�lDi �* 78+32.81 30.0000 LT 16.8 m R 1.02 m 1.32 m 1. 1 T m TYPE A LOPE A NC. CURB RAISED MEDIAN CURB CONC. CURB MEDIAN AN CURB 78+32.81 ^ & GUTTER AEDIAN A GUTTER 13.2000 LT \ \ u G 78t66.91 22.8106 LT a o 78f79.81 NEW PAVEMENT NEW PAVEMENT 30.0000 LT CURB & GUTTER SECTION TYPE A CURB SECTION 16.8 m R 73+00 71+49 CURB & GUTTER & 77+86 TYPE A CURB SECTION 14+40 75+13 78+80.74 15+05 80+29 26.9856 LT ` 79f l3.91 25+50 13.7 m R ` 22.7247 LT a\` 79+27.0 LT 74 � 13. LT 7 m R AWL, 7B+B2. 1 MEDIAN CROSS DRAIN DETAILS �" 13.36 l 1 LT ct 4. ix �� �� 79+27.74 13.2000LT V MEDIAN /ADA RAMP A<<EY LAYOUT DETAIL N Q NTFR 19TH & VALLEY CENTER oo�3 NOTE: - `r-N FACE OF CURB TO FACE OF CURB BOZEMAN SID DISTANCE IS 0. 72 m FOR ALL TYPES SID 1 299 (003 1 NO SCALE OF MEDIAN CROSS DRAINS. I STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) 1 23 WIDTH VARIES 19TH & VALLEY CENTER-BOZEMAN SID d - aC n -100 mm CL "D" CONC. CAP 600mm 200 mm CR. AGG. CRSE. p a' 120 mm PL MIX BIT SURF. 28 360 mm CR. AGG. CRSE. rr E .. o p a CURB PROFILE �240 mm PROFILE SLOPE SPECIAL BORROW ! GRADE E (DEPTH VARIES)s 150 mm VARIES REMOVE PULVERIZED SURFACING 150 mmAND GRAVEL BASE FULL DEPTH REPLACE WITH EARTH BACKFILL GEOTEXTILE- SEP./STAB.-MEDIUM 600 mm z LANDSCAPED MEDIAN DETAIL MEDIAN CURB & GUTTER DETAIL uia zZ Y Q N Z m 0 O �M eZ1 V -TYPE "A" MEDIAN CURB o� TRANSITION TO TYPE A 0150 250 om Q MEDIAN CURB SECTION " WIDTH VARIES _ 300 mm r z - _ a 600 !MEDIAN CAP / o TYPE A MEDIAN CURB - % - GEOTEXTILE - DRAINAGE LIGHT --_ 300 o NEW PAVEMENT `�L--- ---- -- 300 mm /ONE HALF— e' a ---- ---- 150mm PVC PIPE 450 mm • G� USE TYPE "A" MEDIAN CURB. IF MEDIAN CURB IS PRECAST, PLAN MAKE A 150mm OPENING IN CURB RUN EVERY 20m 2%- TO ALLOW FOR DRAINAGE IF MEDIAN CURB IS POURED 100 mm CL "D" 100 mm TOPSOIL IN PLACE, INSTALL A I50mm PVC PIPE CUT IN HALF EVERY 20m. CONC. CAP - 50 mm DRAIN AGGREGATE 150 mm FULL HEIGHT ABSORB COST OF PVC PIPE IN UNIT PRICE BID FOR MEDIAN CURB. TYPE A MEDIAN CURB MEDIAN F ILL DETAIL FINISHED SURFACE ---------------- -------- __________ -------- TEMPORARY MEDIAN CURB DRAIN STA. 71+87.OS TO STA. 73+69.50 __ --- 3000 mm 22+95 TO 24+78 230 mm CONC. INLAY WITH ...III #13 REBAR AT 300 mm MEASURED PER EACH AND SPACING EACH WAY, CENTERED PAID AT UNIT PRICE BID FOR IN WIDTH VARIES AROUND.PER WITH 50 mm CLEAR MEDIAN NOSE RAMP. -- ELEVATION TYPE A MEDIAN CURB MEDIAN NOSE RAMP TYPE B MEDIAN CURB W LQ z3W m W v V '4j n 150 -100 mm CL "D" CONCRETE CAP +88 mm CL "D" CONCRETE CAP o a, -5+mm CRUSHED AGGREGATE COURSE i 15 mm CRUSHED AGGREGATE COURSE 0 MEDIAN DETAILS c ci GEOTEXTILE SEPERATION LAYER ti ¢ ON VALLEY CENTER ROAD W rim MEDIAN CAP DETAIL 19TH & VALLEY CENTER N w z SEE CURB FRAME FOR LOCATIONS - BOZEMAN SID � �Q .. SID 1299 (003 � ' 0, Fol FDI NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) 24 p m 19TH & VALLEY CENTER-BOZEMAN SID 10 d N � O W w SHOULDER HOULDER O o OF HIGHWAY— Of HIGHWAY E ' 1 ++ o 1 n i 1 U q I I 1 MULTI-USE PATH lTYP1 s ' 1 a x DO NOT EXCEED Z_ 2% APPROACH GRADE a; HIGHWAY AT PATH CROSSING wix wo N LL U 1 1 Z 1 1 a Oo 0 1` ob Ili m 1 a LANDING LANDING o STRIP CIE STRIP CIE 1 Q 1 1 <w , 0 O = Z F � +� 7.5 m MIN. FOR PRIVATE OR FIELD APP. 25.0 m MIN FOR COUNTY AND MAIN ROADS. oSLOPE FOR DRAINAGE. 1% MIN. l-3% DESIRABLE. +3% ALLOWABLE!. o MULTI- USE PATH APPROACH DETAIL 3 m V Aft 1E5 �-2% MAX. VARIES -60 mm PL. MIX BIT. SURF. 100 mm CR. AGG. CRSE. camm oar SEE SPECIAL PROVISIONS 23W ""W MULTI-USE PATH SURFACING DETAIL Ql C a 7' MULTI-USE PATH DETAILS NZL Uj�n� 19TH & VALLEY CENTER oo.. Q_N,,, - BOZEMAN SID c,�,2 S_ SID 1299 (003 ) NI ORD D R A m H m a NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) 25 q d 19TH & VALLEY CENTER-BOZEMAN SID VIC aI N � "d' STATION DIRECTION CONDITION o TF _ 69+40 - 72+60 RT B MANHOLE RING & COVER, e 69+77 - 72+60 LT B SIMILAR TO NEENAH R-173 S U B E X C A V A T IO N DETAIL 72+60 77+00 A RING AND NF-10115 COVER REMOTE METER READOUT U o CONDITION A 72+60 - 78+75 RT A CITY TO MOUNT RADIO HEAD NEAR GROUND 77+00 - 77+30 LT B BACKFLOW PREVENTER - USE WHERE DEPTH TO NATIVE GRAVEL STRATUM LOCATE AT HIGH POINT IN SURFACE N. 77+3p - 81+60 LT A o ("d' SEE CROSS SECTIONS) IS 2.0 m OR LESS SYSTEM 78+75 80+05 RT NO SUB x IN THIS AREA e 80+05 - 81+60 RT B PRECAST CONCRETE RINGS 460mm _ N 1 9 T H 610mm TO IRRIGATIO IOOmm MIN. E STATION DIRECTION CONDITION SYSTEM 300mm MAX. SEP./STAB d" 12+96 - 14+44 RT B E SEP./STAB. MEDIU 13+03 - 13+16 ON RAMP NOTCH DETAIL �_ 13+16 - I4+60 LT B 125mm 14+44 - 14+96 RT NO SUB-X IN THIS AREA SUBE XCAVAT ION DETAIL 14+60 - 15+00 LT NO SUB-X IN THIS AREA E 915mm Z 14+96 - 19+09 B E zZ CONDITION B 15+00 - 23+56 B o 0 x USE WHERE DEPTH TO NATIVE GRAVEL STRATUM 19+09 - 22+60 A N z o DO NOT INSTALL _0� ("d' SEE CROSS SECTIONS) EXCEEDS 2.0 m 22+60 25+89 RT B StGNAI WIRE STEP OVER PIPE .a to Z5 z-'�- * APPROXIMATE LOCATIONS & EXTENTS CITY OF BOZEMAN STANDARD w LL g 915mm AIR FITTINGS TO ALLOW VALVE BOX AND COVER a— WINTERIZING OF SYSTEM Ui w 75mm PVC — NEW 305mm x ICOMM o Z SCH. 40 1.1500mm OS&Y TAPPING TEE AND 'l` o WALL' VALVE 0 j N — — 305mm D. I. MAI 1 OOMM GATE VALVE o Computed TopsollDlstonce 0.5 m ISOmm _y )00 I. CL5 ` EDGE OF PAVEMENT r Y �, S'OEMRV m D. I. CL 51 IRR t 00mmDIx75mm ICE FROM MAIN PVC REDUCER 150mm 1!21 200mm CONCRETE MANHOLE BASE E t00mm TURBINE METE o O0IJoN/PAC S EACH WAY E OR PRECASTOCAST (FLANGED)c g66rmn—MIN. DEPTH WASHED 19mm GRAVEL o Du. + ADAKER-+P H9N5DELETED 304.8 mm TOPSOIL NOTES: ` 1. INSTALL SIGNAL WIRE TO MINIMIZE CONFLICT WITH ACCESS TO MANHOLE. o c1 BASE GRAVE 2. INSTALL WATERTIGHT GROUT AFTER PIPELINES ARE INSTALLED AND PRESSURE TESTED. u - - 3. RESTRAIN ALL NON-FLANGED FITTINGS WITH MEGA-LUGS AS RECOMMENDED BY THE MANUFACTURER. 4. SEAL ALL JOINTS WITH PLASTIC JOINT SEALING COMPOUND. 5. PRECAST REINFORCED MANHOLE RISER TOP MFGD. IN ACCORDANCE WITH PLACE TOPSOIL ON THE SURFACING INSLOPE ASTM DESIGNATION C-478 OR 200mm REINFORCED CONCRETE CAST IN PLACE. TO A DEPTH OF 100 mm(t) NOT LESS THAN 6. MANHOLE STEPS. SHALL BE COPOLYMER POLYPROPOLENE PLASTIC 0.5 m FROM THE EDGE OF PAVEMENT. FEATHER WITH 12.7mm GRADE 60 STEEL REINFORCEMENT. TOPSOIL TO THE EDGE OF PAVEMENT. i. FbANGEB BS&Y YAEYES _....-- BE _._____R _R __....__.. IRRIGATION SERVICE METER VAULT TOPSOIL PLACEMENT STA. 79+18 'xi co zO 4i 41 w� ryR TOPSOIL AND L SUBEXCAVATION DETAILS IRR. SERV. METER VAULT gon3 QNa 19TH & VALLEY CENTER Pv .. >> IBOZEMAN SID n ELM SID 1299 (003 NO SCALE I STATE PROJECT NUMBER SHEET N0. NEW 3.0 m ASPHALT PATH NEW CONC. SIDEWALK/ADA RAMP 13+07 13+63 14+q3 1 14+95 o UG. POWER %-ING SEWER %-ING Z 305 mm WATER X-ING UG.G. T TELEPHONE X-ING 35 mm GAS % ING 14+90.09 TO 14+98.76 RT 14+49.50 RT DEPTW UNKNOWN DEPTH UNKNOWN ti DEPTH UNKNOWN DEPTH UNKNOWN \20 m DEPTH MONTANA SID 1299(003) 26 U 14+64.61 LT rt q o 14+92.36 RT J P1 14+81. 68 19TH & VALLEY CENTER-BOZEMAN SID 14+94.71 LT ARdH&T VA. = 1i Rc�=,�97. 927 m o c Q ` Ls =45,,72 m 1� 1 / 6s =1' tf 45" 1 Ac =13' 59' 13" (LT) I � ' a / _ E Ts =167.23\m J cD NOTE: LD Q ) Q Lc =241. 00 INS — J o N 19TH HAS BEEN OVERLAYED co Q ( \' Es =10. 47 m UNDER SEPARATE CONTRACT N \ \ �_ /�P s 3�_x= � �!4 CZ \IV,, ` 4P°R ; � £I b Z BL+bI OOd - �I��tIB 1 d Ia^ s 16• 48' 00" Of NORTH / 1cl PWR PWR ° — -- — — — — — s iticir Z d / PWR 01 N Z a a g E LI I I r � <� J = I m ►W I m z �— to a 0 o I Uv_f �._- � III 111J c.r o r E< — \ III l�l I _ Ill /NJ m o 10 1428 " I8.0 l428 PU A: AP L T A. 1 +B 1 6 1427 1427 1426 1426 1425 1425 1424 ++ hEW RAISED MEDIRM 7�7- 1424 NEVR E ME I m U + . N RA E MEDIAN 30 .9 T PE B C RB 25J.0 n TYPE BCURB 1423 1423 Q]m o ao L.,w 1422 N " " 1422 W u w m N R ISE Y VAN w Z. 27 7 PE CifRB Lu W x --- o?c 1421 1 1 1421 1420 1420 a 2� 3 1419 1419 R N O\O 2 v\- u'�'^ 1418 1418 NEW CONC. SIDEWALK/ADA RAMP NEW 3.0 InASPHALT PATH DO NOT DISTURB RESET FIRE HYDRANT STATE I PROJECT NUMBER SHEET N0. 16r21. 12 RT 16+15.44 TO 16+21.60 RT 18+02.33 27. 1 RT MONTANA SID 1299(003) 27 RE 16+41.88 RT 16+41. 18 TO 16+47.58 RT 16+45.71 30.2 RT COMMERCIAL SIGN 19TH & VALLEY CENTER-BOZEMAN SO 0 17+78.70 LT 17+77.94 TO 17+85.26 RT c0 In 17+93.51 LT U 17+93.86 RT QO c" o n a1 '` f \ w O C ~ CD ASPN PAIN 1\ ASPN. PAiN ❑ A K PATH ASPK PAIN 1\ it b _ • ��wV�/'n/r 1 U o 1 t0 ® l0 ———--———————————N - ---—------------—----- — - -- = I _ - —————————————————— INV OUT 1426.50 -J INV IN 142T.1 3 -- NORTH 19TH AVE. -- —lot 1427. a „ F—— - r �aC = TEL _ _ _ `a= ° INV IN = 1424.88 z Q Tv — — =chrsv _— GA —�— =t— Tv — — - — r ——_ =Gk6 INVGQ�IT--1427.OG t �� — —alY IN I427.61— — Y — —FGAS A-S- IC ��— — — — — - r CAS — — ooMo Q Qo p — v o o — .A J --- __----------- ��i'� ♦ In ® �♦ ?' ` U ASPK PAM ASPN PAiN ♦ , o F L1J u r a PEDESTAL f c9 J RELOCATED as LUMINAIRES ~ REMOVED BY ? BY OWEST z NORTHWESTERN E u N ENERGY u E z z E W In v x c"E r=- Iw�/ +Inoo �; 0 W Too RECORD DRAWIHHQ ^,J ^tOJ a ^mQ:z A 17f � 14301+ PR ar AP . r. 1430 r RT. ONLY C S r ►7 92. PR AT 1429 16f 33.PUE AP to RIP. DN r cc s 1429 4+ — cO N RA ED lSL D 34. m TY E Cu B 1428 i428 1427 N N 1427 y, N RA E MEDIANa NEVR E Yf /A 1426 1426 - 1425 1425 h M RA Sf ISL ND a Ew RA ED /SL ND .134..l TYPE Cu B 2 m YP B Cu 1424 wwW 1424 to t'l + 1423 41 L S C 4 1423 v Q, - 1422 1422 o g La 1421 142 1 rl N f O\O 1420 1420 STATE PROJECT NUMBER SHEET NO. CATTLE GUARD IN PLACE "RESET DRAINAGE STRUCTURE NEW 3.0 m ASPHALT PATH NEW CONC. SIDEWALK/ADA RAMP USE AS IS MONTANA SID 1299(003) 28 19+52.62 24. 13 m LT 19+39.94 TO 19+56.84 LT I +I 06.94 RT 21+21.4 RT 19TH & VALLEY CENTER-BOZEMAN SID p o � II I + 1.07 LT N IINj I +37.T4 RT N _L N o 11 I +42.07 LT N q o a I 9Q w o E CONCRETE APRON o SLOPE PROTECTION c a INV IN o 1428.52 rA a crt� renr AWL PATH U o INV OUT 1427.88 M U � Nam'•'.. � M � ♦ .E Q is= .......... IN c 1428. 14 _____NORTH 19TH AVE. _= INV OUT = 1427.79 - _ INV IN c 1430.932 INV IN = 1428.54 ♦ INV OUT 1430.705�— —— p A�, GAS - z ♦oil GA-��V= -�CA��V-- - —��A�--FV-- - - CA`s-�V=__�'A�-�V - A T _ = CAS- = 1-L- '_',r"'-: -- -� -- - - 1V via _ —�. — —`� ----- ---- zZ �— ----- ----- — — y F —— o Z O p p u ZZ' F ADJUSTED VALVE BOX z N 19+25 27.0 m RT Q� of -1 r d r V J a� Q r- F O(7 � J J J J ir m a ad a o a a zZ �Z u a u /�� Q a- s a z % a E �N c� u Eu E a- E E o o 0 0 o E>v E>� ni E>v - E>v o +0om 30Z3 +023 a �kv Z Z to¢Z �v�Z "oZ3 Ln N��Z G�3LC� oOGD DG�3Q���1C� a f I 5. RNA LY AC E5 1435 14357F PUB 5- PP L 6 T. 1434 1434 1433 1433 1432 1432 W l5 D DI 6 2.9 m YP _B UR 1431 1431 1430 1430 1429 1429 z5 w4.,r 14 1428 28 3 1427 1427 u a o' Oo.. 1426 1426 0.N oa 0\02 VV .. P\ 1 �'`��� 1425 1425 STATE I PROJECT NUMBER ISHEET NO. 22+78 UG. TELEPHONE X-ING NEW 3.0 m ASPHALT PATH NEW CONC, SIDEWALK/ADA RAMP MONTANA SID 1299t003) 29 DEPTH UNKNOWN 22+65.65 TO 22+78.82 LT 22+78.30 LT 22+gg,54 LT 19TH & VALLEY CENTER-BOZEMAN SID L7 t6 n Q L0 Z H N r� V) Q 6 1 lL/y O C 11 .1 .1 U ■ LLJ n L1J I E n 0 w Lo rR Y Q N00 u n ■ U o w cr- N FILLED TEMPORARY CURB N PEDESTAL RELOCATED w n WITH MILLINGS UNDER + x + 'f Y W " SEPARATE CONTRACT, c� BY OWEST v � pm INv OUT = 1432.50 a OVERLAY STOPPED AT �♦ N FACE OF TEMPORARY CURB /�= INV IN = 1432.96 NORTH 19TH AVE. _______--- e r i `--------------------------------- z _ wz o '.'c= r=__�_ __ _ — r'.; _ — 1.A`. --TEAS-- = ti AS= - �x O E _ - TV _ (;Fs�- - = GAS== W- _ = OAS--- J _= GAS _ + _ p F • K J J O_ d Q J J Z Z a of ° as Z u D_ a. U Z �� ¢ u U t E a E V w U o & E E E m E E x E w L - E E> N p —�. �� E w u�i O '^ E"' O v Q.1-i r-3 a mE>v� nv �oE> Ln in O cD O t; +ram 1+3 NV JfK �] O cmcli W v N2 w vIf1W� N2 �J O D D Iq Q Nv A 1439 P� 8 APF. LT 1439 PR 14 38 R T IR aN r c P A A c s 14 NEIV RAISE) f AN + 1437 I NY R YP m P I_tR .VANLY A�ES fU E I ! 1437 2 f 50 o ID 1436 "' N N R o cr At Ss 1436 � o NaRA ED YE !ANC/, .�y, N RA E YE !AN RB P 1435 1435 1434 1434 - N RA E ISL MD mm" 39. m " E CURB 1+ 1433 1433 v»W N lu 1432 " 14 v 1431 J431 N RR T a N � 1430 2ov3 1430 c O t t p ,2 V V V _ /4 i429 27+16 STATE I PROJECT NUMBER SHEET NO. 200 mm GAS X-ING MONTANA SID 1299(003) 30 0.91 m DEPTH q 19TH & VALLEY CENTER-BOZEMAN SID PI-27+g9. 30 27+20 0 =35' 00' 00" (LT r- UG. POWER X-ING N Rc =582. 125 m N DEPTH UNKNOWN m N Ls =45. 72 m 27+26 C a UG. FIBER OPT IC X-ING As =2' 15' 00" Ac =30' 30' 00" (LT) DEPTH UNKNOWN c z Ts =206. 45 m Lc =309. 88 m a _ Es =28.41 m 4 I Q a I —1 NORTH 19TH AVE. I z ---- I ------------------ TV I wS `!--_ TV — — — TV o I1 008 — GAS GAS 111 wLL� C o r- Nw O = Z H � // � N C�I a 0 GlC�OO G3DD DGIQMnI01� A 1442 1442 S A. 602. 0 1 STA. 261+72. 00 TO ST 26+86. 00 1441 D SIP I PTW CONINE,CTIOIJ 1441 1440 1440 1439 1439 1438 1438 1437 1437 mom i436 z3W 1436 LU'In r 1435 1435 N 1434 1434 N a_ 3 i433 1433 4 No o\- Q: lln= ' 1432 1432 TO+93 STATE I PROJECT NUMBER SHEET NO. OH. POWER X-ING MONTANA SID 1299(003) 31 CLEAR UNKNOWN 19TH & VALLEY CENTER-BOZEMAN SID 14 v CC) c ca �, TI+03 UG. 1 00 mm G AS X-ING N 2. 1G m DEPTH o a OC o E \ x L ICE a=0—T Et x cl \� - - PWR - - - - WR — Q— d� E — — — ——— --- ————————--- -- VALLEY CENTER ROAD o ' ZQ — — Y N Z o Q v + z Q n = 0 w r O oa- cyl r aJ N � ae O a a z z z ¢ 000 E �o L) E 0- u)E� E Lj uwi O < E>a Er O �NW +1n ; to �Q�z [RECORD DDRA nM HKIR In k A68 69. 6 O rf7 .0 6 wo 1417 1417 S A. 7 8 5 T Ti7 + 3. 8 S A. 70401. 4 14 16 P W C N E T N I11 1-91 )T< P BL' A PR AT A P. T. f F U r 1416 —fl14 15 1415 + .7 6%C 1414 1414 N R l$E Y DlA R 1415 1413 to � m � 1412 1412 2 W 1411 1411 t; S "° 1410 1410 Gn 1409 1409 N ¢ a 1408 C-'a 1408 vim.. 1407 1407 i 74+56 STATE PROJECT NUMBER SHEET NO. 686 mm SEWER X-ING MONTANA SID 1299(003) 32 APPROX. 3.96 m DEPTH m19TH & VALLEY CENTER-BOZEMAN SID a- v _ N p n O ADJUST MANHOLE RESET FIRE HYDRANT 74+54.67 20.4 RT p c 74+58. 25 RT E . a (l7 0 ED_�Et / C�—�Et �-� ---- ---� PWR — PAR — WR — — — PWR - — — — — — — — — PWR _ FE / —�� __ ♦�� PWR = _ PWR ; , ___-- - VALLE _NT__ ROAD z C)0 _ ♦\ 1^ 7 QLLe 85 m kk s� T =237. 03 m 0 L =450. 40 m 0001 � E =46. 19 m � EE "Z S =27 M � E= I E o CD , vE> v +N Z J YE IAN OP N/N S - VA L C TERAD Al2 69 m' PE BO 1420 SE D % S P NA E PP, LT & RT. 1420 L 1419 1419 14 18in 14 18 1417 1417 N RISE Y DIA oo N AN CA ED YE IAN IS TAI 1 N RA ED YE lAN w Y IA 84 I is 768 TYPE CURB " 60. m TYPE ACU + 3 1593 TYPE CRB * T _ 1416 _- - -- __ - 1416 ED N Y DU N E AY N lS Y 01A YED AN 1, m 1415 1415 L� 1414 " " 1414 W v vinW �iW 2 -- - �" 14 13 1413 1412 1412 M N N Q 2 _ iou3 1411 1411 Oo.. 4-NN V\ 1410 1410 76+12 77+01 STATE PROJECT NUMBER SHEET NO. 0 254 mm SEWER X-ING 305 mm WATER X-ING MONTANA SID 1299(003> 33 APPROX. 3.00 m DEPTH DEPTH UNKNOWN !7 19TH & VALLEY CENTER-BOZEMAN SID e0 n 00 ADJUST VALVE BOX 1� d = 75+71.73 12.2 LT N T7+26.41 23.4 LT ~ ~ PI =79+24. 31 e ° 76+40.00 13.66 LT A =39' 24' 29" (LT) w P— R =440 m o T =1 57. 58 m E y L =302. 63 m y Q E =27.37 m 5 =37 — -- — Ec ?Ei�E --&A —� WR—��— — P R — GAS — PWR — — GAS —PWR-- —_GAS_——p V7fl-- �� _ _ E�YF f! � • ���EL (?—�Et� �n 11 —— =�i��� _ =sue _- f �__{E._�����__����t� Gr+ --:-= =-_- VALLEY CENTER ROAD U � _ .. a w z o __ �wc y ———!——————————--——--——————--————— -- �' — W — - W - - Ln - -- -- A \ _ —P1=73+76. 08 A =4 6 ;RT a \�O 7. 03 m Z Z cur w M �\L \=450. 40 m RELIEF DISCHARGE E E o WAS RELOCATED E E N E =46. 19 u AL 6. 7 m FROM ORIGINAL o 0 a 5 =2Z LOCATION Ew Ew0 o o mE>Ewv 00 ADJUST WATER v o MH 7 7+09" 24 FIT . ui w vi w w w �- �-v���_ �= OOOOO QDD DaQMMS 1421 P NA E APP. LT.& JO T 1 1 1421 1420 1420 N EDI N OS RAP TOP 01 CUB T e 1419 �_ w m N ED/ N S R P 1418 n wNEW RAISED NEDI M m 1421 N m TYI E Al CURB N AN YE A_N L5 LJ �D /A o I V 3 /. m U & GUT ER 7 .5 PE C RB 1420 to ItEW RAI ED ED AN N RISE Y / N RA ED MEDIAN "o N MEDIA NO E AY y_ m yp A C 77 10 .9 m T PE A R P06 3 PE C RB 1419 .O k_ 3w 1418 142 4 wr 1417 h 1420 cc G Ti P C F C IRB RT 'a- V � 1419 N a s ~ O W Q R y nQNN 1418 C I1418 o�.. cr N N 0 vv. �'"'� 1417 1417 78+78 NEW CONC. SIDEWALK/ADA RAMP 79+75 ±81+46 81+67 �9 �� ^ r STATE PROJECT NUMBER SHEET N0. 254 mm SEWER X-ING cr) 79+77. 14 RT UG. TELEPHONE X-ING UG. TELEPHONE X-ING UG. POWER X-ING \ R.6 �� MONTANA SID 1299(003) 34 ^ DEPTH NKNOWN ^ 80+07.74 RT DEPTH UNKNOWN DEPTH UNKNOWN DEPTH`jNKNOWN \ �� I19T4t VA \ NTER-BOZEMAN SID q O PI =81+14. 61 S e o \ \�♦ 0 o a 00 PI -79+24. 31 A =18' 0 1' 01" LT) + R =285. 375 m a \ Oq \Ir' sa.e A =39' 24' 29" (LT) T =45. 9 c _ R =4 4 0 m 9 �� \'A.o \ T =157. 58 m In L =302_6 -m- =3. 56 m m ir. S =37 _ E =27.37 In + S =37 W •+Yee .w \ ` I �F 0`.FE _ 1 _ — _ /a�_ W_R — —�{. EJ zzz zz GAS 0 IwL � .... S _ - � '_- GA _ o �;Ar — - - Oo STA. 8-1 2. 03 0 a s i SID� 1 299 (003 ) _ I' *e i. (n a J 3:O O ----- IL ' > w ----- IIy� 6/ J J lY 0 Ln Zw z I a E a a a ' z ¢ ¢ z a vwi ADJUST VALVE BOX z E z z z r 78+58. 24.4 LT I o -1 N E E ua�' pZ E Ewo 0 �>> U � I Ewxi Ew w o Ew �a 10E>v nv ao-try C,G> r , E> > -�n 'oE> 0 o +a-93 0+3 wui +'rR,noz �,- ,- �3 FOR � �Q��°� ���Qw mz m�� GEC OfD DC�Q�M 1 _v °r°czz �z tizzc o 0 0 7� Boll, 2. APR AT AP T pp a R AT AP . T. 7 f0 .0 RT. ON Y JCS S 1425 RT. ON r ACCESS P IV E PP. L 1425 a 79 1424 Pu 9C AP . a N o 9 ' 1. r32 1424 13 Olt 1423 1 1 1 1 1 1 .; ,n 7 OP 9F CUM L 1422 a 1.097 57.MEN Rm ME E cue 1425 NEW L Al FDSCAPE Y DIA f EE DET, IL! N JANE SCA ED MEL IAN f A 7AJ1 tO 157,6 R TT R _ 2 4. m CunV & GU ER Cal in n 1424 O � N 1423 1423 to EIN RAi SED ME1 IIAN oI o N �m� !0/ 4 TY A FRB + o o w 1422 \u TO 0 CUB 0.82 X w 1421 t 1• 20 1424 •a N M TO 0 CMB r 1423 2 N 1 Ogg X 2 1422 1422 O c, 1421 1421 STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) S-1 SUMMARY w . SIGNING & DELINEATION OUANT IT IES o � o N 1 9TH - MATERIAL TOTAL UNIT VALLEY CENTER - MATERIAL TOTAL UNIT F I N A L s G V _o SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING()) 2.74 SO. METERS SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING()) 2.84 SO. METERS SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(III) 25.38*2= SO. METERS SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING011) 10.76+Fr- SO. METERS DATE SIGNS-ALUMINUM SHEET INCREMENT SHEETING (1) 2.70 SO. METERS SIGNS-ALUMINUM SHEET INCREMENT SHEETING (1) SO. METERS SIGNS-ALUMINUM SHEET INCREMENT SHEETING (III) 3.52 SO. METERS SIGNS-ALUMINUM SHEET INCREMENT SHEETING (111) SO. METERS OVERLAY-SHEET ALUMINUM SO. METERS OVERLAY-SHEET ALUMINUM SO. METERS POSTS-STEEL "U" KILOGRAMS POSTS-STEEL "U" 15 +4-+ KILOGRAMS POLES-TREATED TIMBER-BARN-100mm TOP DIA. 36.046-+ METERS POLES-TREATED TIMBER-BARN-100mm TOP DIA. 51.8+�3 METERS U POLES-TREATED T IMBER-BARN-130mm TOP DIA. 20. 1 20..2 METERS POLES-TREATED T IMBER-BARN-130mm TOP DIA. 4.9 METERS 2 -S Z Z Q 006 o POLES-TREATED TIMBER-CLASS 4 METERS POLES-TREATED TIMBER-CLASS 4 METERS cz 1^ POLES-TREATED TIMBER-CLASS 3 METERS POLES-TREATED TIMBER-CLASS 3 METERS a LL POSTS-TUBULAR STEEL (ROUND) KILOGRAMS POSTS-TUBULAR STEEL (ROUND) KILOGRAMS oF- a POSTS-TUBULAR STEEL (SQUARE PERFORATED) KILOGRAMS POSTS-TUBULAR STEEL (SQUARE PERFORATED) KILOGRAMS �w POSTS-STRUCTURAL STEEL 282 -ice KILOGRAMS POSTS-STRUCTURAL STEEL KILOGRAMS OVERHEAD STRUCTURE-METAL-CANTILEVER EACH OVERHEAD STRUCTURE-METAL-CANTILEVER EACH _ OVERHEAD STRUCTURE-METAL-BRIDGE EACH OVERHEAD STRUCTURE-METAL-BRIDGE EACH HIGHWAY TRAFFIC STRIPING-WHITE LITERS HIGHWAY TRAFFIC STRIPING-WHITE LITERS HIGHWAY TRAFFIC STRIPING-YELLOW LITERS HIGHWAY TRAFFIC STRIPING-YELLOW LITERS WORDS & SYMBOLS LITERS WORDS & SYMBOLS LITERS FLEXIBLE SURFACE MOUNT DELINEATOR - WHITE 14 EACH FLEXIBLE SURFACE MOUNT DELINEATOR - WHITE 10 EACH FLEXIBLE SURFACE MOUNT DELINEATOR - YELLOW 29 4&- EACH FLEXIBLE SURFACE MOUNT DELINEATOR - YELLOW 21 +c EACH DELINEATOR-DESIGN A EACH DELINEATOR-DESIGN A EACH DELINEATOR-DESIGN B EACH DELINEATOR-DESIGN B EACH DELINEATOR-DESIGN C EACH DELINEATOR-DESIGN C EACH DELINEATOR-DESIGN D EACH DELINEATOR-DESIGN D EACH DELINEATOR-DESIGN E EACH DELINEATOR-DESIGN E EACH DELINEATOR-DESIGN F EACH DELINEATOR-DESIGN F EACH DELINEATOR-DESIGN G EACH DELINEATOR-DESIGN G EACH DELINEATOR-DESIGN H EACH DELINEATOR-DESIGN H EACH w m REMOVE SIGNS 44 43- EACH REMOVE SIGNS 15 -F3- EACH 3 REMOVE SIGNS-GUIDE 3 EACH REMOVE SIGNS-GUIDE EACH W RESET SIGNS EACH RESET SIGNS EACH 0 o- RESET SIGNS-GUIDE EACH RESET SIGNS-GUIDE EACH TYPE III BARRICADE 27.0+9r9- METERS TYPE III BARRICADE 27 39.0 METERS FRANGIBLE SIGN POST BREAKAWAY DEVICE- S75x8 4 EACH FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH FRANGIBLE SIGN POST BREAKAWAY DEVICE- S100x11 2 EACH FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH 3 TYPE 2 OBJECT MARKER 2 EACH o N 2 TRAFFIC SECTION a _ SQUARE TUBULAR SLIPBASE BREAKAWAY DEVICE-76 mm EACH SQUARE TUBULAR SLIPBASE BREAKAWAY DEVICE-76 mm EACH DESIGNED CHECKED1 I R F c a H 13 0 R /1 Mw Im a NOTE: INDIVIDUAL ENTRIES NOT MODIFIED SEE PLAN SHEETS STATE I PROJECT NUMBER SHEET NO. S IGN LOCATION AND SPECIFICATIONS MONO D DC a SID1299c S2 0 G�3C C OO IU ���IC� as � REFL METERS Q METERS SIGN PANEL (ml) TIMBER POL STEEL POST(Kg)lu GUID AFTERS N j p, ti F SHTG v pQi. � (METERS) p Qp ��v F C�OJ2 Cam= ��� 2QQ�QV A'J w ^ �Q Li�O OQp2 v 0 REMARKS � <v <v <v<v mP 12+60. - a USE AS IS LT M1-1 AS IS MI_-1 = 90 4 M -3a M3-2a MI-1 = 90 5I la 13+03.86 LT M1-12 REMOVE 1 MI-12 - 412 13+10 x= • , RT D5-2L 1950x9OO III III 6. 1 1. 17 S75x8 =4.9 2. 1 I. I 1.76 76 13+12.05 R6-IL 900x3OO III 130mm 0.2 LT R6-1 R 900x300 III 3. I POLE 4.7 1.8 1. 1 0.27 4.9 x 1 900x900 111 0.81 , FRANGIBLE SIGN POST 13+37+60 M4-5 600x3 0 III 2 0. 18 BREAKAWAY DEVICE REOUIRED. LT MI-12 600x6OO III 0 2. 1 0.36 MI-12 = 412 SEE SPECIAL PROVISIONS. M6-3 25x 5 III 0.20 SEE ELECTRICAL PLANS FOR FLASHING YELLOW LIGHT REMOVAL Z z a 13+46. 14 Y RT W3-3 REMOVE 1 STANDARD BREAKAWAY DEVICE 0 13+50.93 130mm Ax RT R3-8 1200x750 III 3. I POLE 4.85 2. 1 1. 1 0.9 4.9 X BACK BRACING REQUIRED STANDARD DRAWING 619-20. Za , 13+63. 17 G9-5 22 Oxl 00 1 III x= 2.7 (II , BUTTE BILLINGS -FOR STRUCTRAL STEEL SEE o LT 1-5 600x6OO I III G. 1 1.35 SIOOxl1 =4.3 2. 1 1 1. 1 0.36 (1) 94 1 STANDARD DRAWING 619- 13. a Q M6-3b 525075 1 III 0.20 (1) 0 c� 13+89.77 I RT D5-2L REMOVE 13+99.59 I 1 - MOUNT ON MAST ARM LT R3-5R (OH) 750x9OO III 0.20 0SEE 13+99.59 M2-I a 525x375 III III _ LT M1-1 600x600 III III 2. 1 0.30 MI-1 = 90 14+30.60 M - 600x3OO III 2 0. 1 20 = MOUNT ON LIGHTPOLE RT M1-12 600x600 III 0 2. 1 0.36 I MI-12 = 235 A M6-1 525x375 III 0.20 M1-12 REMOVE MI-12 = 412 3O = REPLACE SIGN FACE, M6-3 USE EXISTING SUPPORT 14+48.73 LT R3-8c 900x75O III 3 1.5 0.68 i 14+56.65 M4-5 LT MI-1 AS IS M1-1 = 90 M6-1 14+52 RT D-3 (OH) 15OOx3O0 III 1 III 1 0.45 I N 19 TH AVE 14+62 R3-5L (OH) 0x90 III III I0.68 O LT R3-5L (OH) 750x9OO III 111 0.68 1 14+62 LT D-3 (OH) 2400x300 III III i 0.72 1 r E VALLEY CENTER RD 14+62 RT R3-5R (OH) REMOVE I 14+66 RT R3-6 (OH) REMOVE 1 14+85 W 14 86 R3-6 (OH) REMOVE 1 y W RT R3-5L (OH) REMOVE ❑�� 14+90 LT R3-5R (OH) REMOVE 14+93 i RT D-3 (OH) 2400x3OO III III 0.72 N 19 TH AVE I E VALLEY CENTER RD i -2 14+95 1 LT D-3 (OH) 15OOx3OO III 111 0 0.45 1 o 3 15+16.36 M4-5 600x3OO 111 0. 18 N� LT MI-12 600x6OO III 2. 1 0.36 1 MI-12 = 235 M6-I 525x375 III 0.20 TRAFFIC SECTION v M1-2 REMOVE DESIGNED REMOVE/REPLACE FROM 15+32.47 CHECKED M6-3 REMOVE NOTE: INDIVIDUAL ENTRIES NOT MODIFIED SEE PLAN SHEETS STATE I PROJECT NUMBER SHEET NO. SIGN LOCATION AND SPECIFICATIONS AAONTANA SID 1299t003) S 3 RECORD DRAwma REFL METERS METERS SIGN PANEL (m2) TIMBER PO L STEEL POST(Kg) IGN QUID METERS d ti F SHTG pQh z ` (METERS) N � Q��� v�� c_ h O Q��CA PO REMARKS E 15+23. - RT MI-12 REMOVE 1 MI-12 = 412 v o 15+24.24 USE RT RA-3 AS IS USE AS IS PH yt o 15+61.48 x=3.2 LT D5-2R 195OX900 III 111 6. 1 1. 17 S75x8 =3.3 2. 1 I. 1 1.76 52 , 1 15+74.89 - L 750x900 I I 0.68 SEE DETAIL S-9 & ELECTRICAL LT R3-5L 750x9OO III 0.68 PLANS FOR POLE INFO. R 3- a 750x900 III 0.68 R3-6R 750x9OO III 0.68 FRANGIBLE SIGN POST 16+09.41 2 BACK BRACING REQUIRED BREAKAWAY DEVICE REQUIRED. RT R2-1 900xI2OO III 2. 1 1.08 1 SPEED LIMIT-SJ5-40 SEE SPECIAL PROVISIONS. 16+21.50 SEE ELECTRICAL PLANS FOR Z LT W3-3 REMOVE I FLASHING YELLOW LIGHT REMOVAL Z< 16+37.59 N Z o RT R5-1 REMOVE 1 STANDARD BREAKAWAY DEVICE: 16+46.27 M2-1 X -FOR WOOD POST SEE LT M1-12 REMOVE I MI-12 = 235 STANDARD DRAWING 619-20. z:E= 16+47.51 90 x250 1 III mm 6 ) BURKE ST -FOR STRUCTRAL STEEL SEE � RT D3 (2) 105Ox25O 1 111 1.8 POLE 4.7 2. 1 0.9 0.52 (1) 4.9 1 N 19 TH AVE Q R 1-I 750x750 III III 0-.44F STANDARD DRAWING 619-13. 0 S r 16+84.00 mm �� RT D9-99 600x600 III III 3. 1 POLE 4.5 2. 1 0.9 0.36 4.9 1 I� = MOUNT ON MAST ARM 17+70.03 100mm z SEE DETAIL LT R i-1 750x750 III III 1.8 POLE 4.3 2. 1 0.9 0.48 4.3 1 _v 17+74.54 2O = MOUNT ON LIGHTPOLE �Q LT R3-5R REMOVE 1 17+77.79 �1 LT R5-1 REMOVE I 18+00.98 RT 135-1 REMOVE i 18+02.69 RT R3-5R REMOVE 1 18+10. 11 1 mm RT R i-I 750050 III III 1.8 POLE 4.3 2. 1 0.9 0.48 4.3 I 18+29.58 LT R3-9K REMOVE 1 18+29.85 RT R3-9J REMOVE I 18+48.00 RT R3-8 12OOx750 III O 2. 1 0.9 BACK BRACING REQUIRED 19+10 1 - CATTAIL ST m LT D3 (OH) 240OX600 III III � 1.44 DEAD MANS GULCH 19+10.78 i3o LT RI-I REMOVE I 19+17 RT D3 (OH) 150OX300 III III 0.45 N 19 TH AVE WWY Q" 19+34 LT D3 (OH) 150OX300 III III 0 0.45 N 19 TH AVE m 19+39 1 DEAD MANS GULCH 0 RT D3 (OH) 240OX600 III III 1.44 CATTAIL ST i 4 � O � CJ Q 20+61.91 N6; LT R3-8 12OOx750 III 2. 1 0.9 BACK BRACING REQUIRED 2 21+48.71 TRAFFIC SECTION ' ) RT R3-913 REMOVE 1 DESIGNED 21+48.82 CHECKED LT R3-98 REMOVE STATE I PROJECT MMKR SHEET NO. S I G N LOCATION AND SPECIFICATIONS MONTANA SIO ,299too3) S-4 � y RECORD Dflz% oma B REFL METERS METERS SIGN PANEL (ml) TIMBER POL STEEL POST(Kg) IGN UID SHTG (METERS) N - p C ° � 1 p <' 47 ,i v REMARKS E 22+71.41 x mm I RAWHIDE RIDGE LT D3 (2) 1050x250 I III 1.8 POLE 4.9 2. 1 0.9 0.52 (1) 4.9 1 N 19 TH AVE m 1-1 750x750 II 111 0.48 U a P 22+85.48 TYPE III I x100 x=2. REFER TO DETAIL RT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619-42 22+93.96 TYPE III I Ox100 x=2.5 REFER TO DETAIL ,,,•�° RT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619-42 23+07.04 mm RT R I-1 750x750 III III 1.8 POLE 4.3 2. 1 0.9 0.48 4.3 24+19.80 TYPE III 10Ox100 x=2.5 REFER TO DETAIL , FRANGIBLE SIGN POST RT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619-42 BREAKAWAY DEVICE REQUIRED. 24+25.06 TYPE III IOU 1 x=2.5 REFER TO DETAIL RT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619-42 SEE SPECIAL PROVISIONS. 24+36.62 mm Z RT R I-i 750x750 III III 1.8 POLE 4.3 2. 1 0.9 0.48 4.3 Z Z 24+44.63 M -1 x LT M1-12 REMOVE 1 MI-12 = 412 STANDARD BREAKAWAY DEVICE: o s 25+30.32 -FOR WOOD POST SEE LT R3-9B REMOVE 1 x STANDARD DRAWING 619-20. Z J w LL -FOR STRUCTRAL STEEL SEE 25+47.04 TYPE III 10Ox100 x=2.5 REFER TO DETAIL STANDARD DRAWING 619-13. o RT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619-42 25+52.02 TYPE III I x My x=2.5 REFER TO DETAIL RT I BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619-42 25+62.91 LT W4-2 REMOVE ) 1Q = MOUNT ON MAST ARM 25+63.37 IOOmm ASEE DETAIL RT RI-1 750x750 III III 1.8 POLE 4.3 2. 1 0.9 0.48 4.3 _v 25+78.86 SEE ELECTRICAL PLANS FOR 2O = MOUNT ON LIGHTPOLE �G RT W3-3 REMOVE 1 FLASHING YELLOW LIGHT REMOVAL y 26+09.27 130mm A BACK BRACING REOUIRED LT R2-1 900xl2OO III 3. 1 POLE 5.3 2. 1 I. 1 1.08 5.5 1 1 1 X 1 SPEED LIMIT-55-40 26+28.93 mm RT R3-8 1200050 III 3. 1 POLE 4.85 2. 1 1. 1 0.9 4.9 X 1 26+54.47 LT W4-2 REMOVE 1 26+91.67 - 0 600x300 III III 2 . 1 RT D9-5AP 600x150 III III O 2. 1 0.09 I DELINEATOR LEGEND H DESIGN "A' �I DESIGN "B' DESIGN "C' IHI DESIGN "D' -IN DESIGN "E' H DESIGN "F' DESIGN "G' QQ Lu oY -a DESIGN "H' -x DESIGN "J' V�U _ FLEX. WHT. 14 m TOTAL S 2. FLEX. YEL. �e2 (III) 3.52 (111) 3 +4-4 A Z 3 25.38 36.0 20. 1 282 44 27.0 ti o N TRAFFIC SECTION vc .. DESIGNED CHECKED STATE PROJECT NUMBER SHEET NO. SIGN LOCATION AND SPECIFICATIONS MON GRECORD�O D D SiD1299(AG�3QMIn 5-5 a m ��1e REFL METERS METERS SIGN PANEL (ml) TIMBER POL STEEL POST(Kg) iGN GUiD 4ETERS 2 y ti F SHTG N 77,7�v , " '`p '`�� V REMARKS o "e 68+48.64 USE e RT W11-15 AS IS USE AS IS 69+83.35 M -4 6 Ox 00 III • 18 LT MI-12 600x6OO III 1.5 0.36 MI-12 = 235 69+96.05 1 Omm RT R2-1 600x750 III 3. 1 POLE 4.01 1.5 0.9 0.45 _ 4.3 I SPEED LIMIT R y 3 70+23.96 ( 1 90Ox4 0 I III 100mm 0 .82 (I) E VALLEY CENTER RD RT D3 (2) 105Ox250 I III 1.8 POLE 4.3 1.5 0.9 0.52 (1) 4.3 I N 27 TH AVE 1-I x II II 0.48 71+80.83 Q 1.5 0.56 , FRANGIBLE SIGN POST LT Wll-15 750x750 III I BREAKAWAY DEVICE REQUIRED. 74+56.21 10 mm LT RI-1 750x750 III III 1.8 POLE 3.7 1.5 0.9 0.48 3.7 SEE SPECIAL PROVISIONS. 74+57.09 TYPE III 10OX1 x=2.5 REFER TO DETAIL Z RT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #t619- IL z Z 74+63.22 Y II xi x=2. REFER TO DETAIL a RT BARRICADE 3000x200(3) III 0.73 POST =2.5 0.75 3.0 DRAWING �619-42 STANDARD BREAKAWAY DEVICE 00.2 74+65.06 TYPE III IOOx100 x= .5 REFER TO DETAIL \ , -FOR WOOD POST SEE LT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING 3t619-42 X STANDARD DRAWING 619-20. F -FOR STRUCTRAL STEEL SEE a 74+71.69 YP III 10 x1 0 x=2.5 REFER TO DETAIL STANDARD DRAWING 619-13. o� LT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING u619-42 I E 74+72.62 100mm .0 RT R I-I 750x750 III III 1.8 POLE 3.7 1.5 0.9 0.48 3.7 75+65.06 1 mm 1 LT W4-2 900x900 III 3. 1 POLE 4.2 1.5 0.9 0.81 4.3 1 = MOUNT ON MAST ARM 76+25.06 SEE DETAIL LT W9-2L 900x900 III 1.5 0.81 76+98 kg/m 20 = MOUNT ON LIGHTPOLE LT D 10-1 250x45O I III 1.2 STL U 2.4 1.2 0.6 0. 11 (11 7.2 REFERENCE POST 6 A E.y 76+98 D 10-I REMOVE kg m RT D 10-I 250x450 I III 1.2 STL U 2.4 1.2 0.6 0. 11 (1) 7.2 1 REFERENCE POST 6 77+04.73 t00mm LT RI-1 750x750 III III 1.8 POLE 3.7 1.5 0.9 0.48 3.7 77+12.25 Y I xl x=2.5 REFER TO DETAIL RT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619- IL 77+15.50 TYPE III 100x100 x=2.5 REFER TO DETAIL LT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619-42 77+19.66 TYPE III x x=2. REFER TO DETAIL RT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #619- IL 77+24.09 TYPE III I x100 x=2.5 REFER TO DETAIL LT BARRICADE 3000x200(3) III 0.73 POST =2.5 0.75 3.0 DRAWING T1619-42 77+30.87 100mm S RT R I-1 750x750 III III 1.8 POLE 3.7 1.5 0.9 0.48 3.7 78+40.64 1 mm w w-, LT R I-1 750x750 III III 1.8 POLE 3.7 1.5 0.9 0.48 3.7 w� 78+53.82 TYPE III I x100 x=2.5 REFER TO DETAIL 4 LT BARRICADE 3000x200(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #1619-42 W 4it �2v 78+60.20 TYPE III 10Ox100 x=2.5 REFER TO DETAIL LT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #1619-42 78+90.79 IOOmm S N LT R I-1 750050 III III 1.8 POLE 3.7 1.5 0.9 0.48 3.7 � 79+00.84 TYPE III 100x100 x=2.5 003 REFER TO DETAIL Q,c LT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING #t619-42 N 79+07.78 TYPE III 1 x1 x=2.5 REFER TO DETAIL TRAFFIC SECTION LT BARRICADE 3000x2OO(3) III 0.73 POST =2.5 0.75 3.0 DRAWING �i619-42 DESIGNED �, CHECKED STATE PROJECT NUMBER SHEET NO. S I G N L 0 C A T 10 N AND SPECIFICATIONS AAONTANA SID 1299(003) S 6 13 cd N G�CC�OG�3D DG�3 M�In ��1� B REFL METERS METERS SIGN PANEL (mz) TIMBER POL STEEL POST(K9 IGN UID WTE ti 6 SHTG (METERS) N = O• O• Li � v0 � Q , �. O� � 00 JO � �J`S J`� �' J`S/. � O 2- �� �Q r7 �P �O(" O � 2 v �- O O �' p <v O v p? Z '� Q- �� � � • �'? � � <v � Q lc�`C F � Q Q-Q' J O Q P o �QOQLiJ O�� REMARKS = E 79+58.00 loomm RT W3-3 900x900 III 3. 1 POLE 4.2 1.5 0.9 0.81 1 4.3 I 0 79+81.39 mm z SPEED LIMIT 50 LT R2-1 900x1200 III 3. 1 POLE 4.9 1.5 1. 1 1.08 4.9 1 BACK BRACING REQUIRED - 80+07.53 D3 (2) 900x450 I III IOOmm A 0.82 (I) E VALLEY CENTER RD RT D3 (2) 900x250 I 111 1.8 POLE 4.3 1.5 0.9 0.46 (1) 4.3 1 CATRON ST 1-1 750x750 III III 0.48 80+45.83 M2-1 RT M1-12 REMOVE _ I MI-12 = 412 80+50.98 loomm Z FRANGIBLE SIGN POST RT 133-8 900x750 III 3. 1 POLE 4.04 1.5 0.9 0.68 4.3 I 80+78.05 M4-5a 600x300 III III 2 0. 18 BREAKAWAY DEVICE REQUIRED. 0 RT M1-1 600x600 III III 0.30 I M1-1 = 90 SEE SPECIAL PROVISIONS. M6-I A 25X37 III III 0.20 M1-12 REMOVE MI-12 = 412 Z< M6-4 REMOVE 4 -- STANDARD BREAKAWAY DEVICE: 0p -FOR WOOD POST SEE x STA - NDARD DRAWING 619-20. Z - 80+63.96 IOOmm FOR STRUCTRAL STEEL SEE LT R3-8 12OOxT5O 111 3. 1 POLE MOUNT ON LIGHTPOLE 4.09 1.5 0.9 0.9 4.3 BACK BRACING REQUIRED 80+95.76 x=2.5 REFER TO DETAIL STANDARD DRAWING 619-13. o LT B-III 3000x2OO(3) 0.73 IOOx100 =2.5 0.75 - 3.0 DRAWING #619-42 ma Owl.. 81+03.86 _ LT R3-8 REMOVE I Ol = MOUNT ON MAST ARM SEE DETAIL 2 y 81+40. 15 M3-4 - �O LT M1-12 REMOVE I MI-12 = 235 = 81+47.55 - RT 133-8 900x750 III 2. 1 0.68 I T O T A L S +1--(}+ (111) 4.9 +44 +31 6 10. 76 51.8 15.0 15 27.0 DELINEATOR LEGEND H DESIGN "A' HI DESIGN "B' f ) DESIGN "C' IHI DESIGN "D' --ill' DESIGN "E' H DESIGN "F' mmm -< DESIGN "G' a uwLu -0 DESIGN "H' to 2 --x qa� DESIGN "J' FLEX. WHT. 10 ar A FLEX. YEL. a 271 ri g ti f�G o\N2 TRAFFIC SECTION DESIGNED CHECKED i STATE PROJECT NUMBER SHEET N0. MONTANA SID 1299(003) S-7 19TH & VALLEY CENTER - BOZEMAN SID q � n d N � O a t W _V O � E SIGNAL MASTARM CENTER D3 SIGN PANEL ON „ o CENTER OF MASTARM. o U o OXrv�wNnE NOTE: O - `''N USE EPDXY FOR ALL PAVEMENT MARKINGS. �s VARIES 12N NOTE USE YELLOW CURB PAINT AS NOTED ON PLANS FOR RAISED CURB. ti00 YY WN/T THE LOCATION OF THE CROSSWALK LINES0. 0. m EPDXY ARE DEPENDENT ON LOCATION OF THE SIOEWALAS. TYPICAL EXTEND CROSSIYALXS TO CURB Lb NOT OVERLAP. Z z Z W NOTE - Z j TYPICAL PAVEMENT MARKINGS a FOR PEDESTRIAN CROSSINGS MOUNT D3 STREET NAME SIGNS LEVEL w HORIZONTALLY ON THE MASTARM AS U SHOWN. INCLUDE MOUNTING HARDWARE IN w I I C 11 z THE UNIT BID PRICE FOR SIGNS w w �_- N MERGE ARROWS (20 O )DETAIL O 0 S N a NO SCALE ao wLL� o� a o' ROADWAY r = 15m 46m 15m I5m '— D3 OVERHEAD SIGN DETAIL _ _ �A - - --------- - - - - - --- - ` WHITE EPDXY 100 mm WHITE EPDXY I5m 7. 5m `n(m QQC, r.--- 600 MM YELLOW EPDXY _-600 MM WHITE EPDXY t`:, DBL 100 MM SOLID �r O DD DD W G�1 UV 111JV ? 30 v 30` wwx YELLOW EPDXY �200 MM SOLID O4 7-WITH 100 MM SPACE WHITE EPDXY SID 1 299 ( 003 MEDIAN DETAIL A MEDIAN DETAIL B 1 9 T H & VALLEY CENTER d N a BOZEMAN SID F_^W LADN3 SIGNING AN N,N N 2 TRAFFIC SECTION 4a .. DESIGNED iL PAVEMENT MARKINGS `* ' C NO SCALE HECKED STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) 1 S-8 19TH & VALLEY CENTER - BOZEMAN SID C a1 n N O � CQ w O � F T ` as o IOOmm YELLOW U o (OMIT WITH MEDIAN • IOOmm WHITE URBAN SKIP CURB & GUTTER) - IOOmm WHITE YELLOW CURB PAINT YELLOW CURB PAIN 600mm WHITE ` - -- - _ ------ ------- -- WHITE WORDS 2.4m 6.Om AND SYMBOLS (TYP. ) 200mm WHITE IOOmm WHITE J -_--_s__ _- 2.4m 200mm WHITE 100mm WHITE -2.7m�1� 1 4.5 z " m — — — — — —� zZ IOOmm WHITE URBAN SKIP N 100mm WHITE 00 o _�M .6 f/1 ip J Q LL O W Q oF-- �w Q¢ rG 7 O TYPICAL LANE MARKINGS DETAIL - OFFSET LEFT TURN LANE !rA ` IOOmm WHITE YELLOW CURB PAINT IOOmm WHITE URBAN SKIP IOOmm YELLOW ---- - 4.5 2.4m c6�ac __ _2.7 =.Om m�� FRONT OF STOP BAR - __ RADIUS POINT OF CURB 600mm WHITE NOTE: m 1.2m _ 2.4m WHITE WORDS AND USE EPDXY FOR ALL PAVEMENT MARKINGS. SYMOL��� IOOmm WHITE CENBERSIN( LANE) USE YELLOW CURB PAINT AS NOTED ON PLANS FOR RAISED CURB. 200mm WHITE Q C), aC CO[na vi iW 41 W Y n R U SID 1 299 ( 003 ) v 19TH & VALLEY CENTER 3 TYPICAL LANE MARKINGS DETAIL N Q _ BOZEMAN SID w �3 SIGNING AND N TRAFFIC SECTION PAVEMENT MARKINGS V 1 DESIGNED CHECKED NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) S-9 U C 19TH & VALLEY CENTER - BOZEMAN SID d tV O a 00 ._ w p c E +i o N Q U o OVERHEAD SIGN MOUNTING STA. 15+74. 89 LT. I R3-5 Z R3-5\ R3-5a 1, LUMINAIRE POLE Z R3-6, SEE ELECTRICAL SUMMARY � Z ,� Y� ol�Lr 0 0 ONLY ONLYlow o OVERHEAD SIGN MOUNTING STA. 14+00. 00 LT. Z I w ►� LUMINAIRE POLE R3-5A SEE ELECTRICAL SUMMARY--__ w R3-5 IH 0.5 m NIL E ONLY I Ln CITY Of BOZEMAN I ri EDGE OF ROAD SUPPLIED AND r z INSTALLED SIGN � 3% R3-5A w 2%- — a a 3.6 m LEFT 3.6 m LEFT TURN LANE 3.3 m DRIVING LANE 3.6 m DRIVING LANE 1.8 m TURN LANE SHOULDER 5.0 m MIN. ui J U Z_ E M L; EDGE OF ROAD ca mm� 3% Wwq 2%� �3, vi>W 3.3 m 3.6 m DRIVING LANE 1.8 m wwx 02<, DRIVING LAN SHOULDER 5.0 m MIN. t NOTES: SID 1 299 ( 003 ) MOUNT ALL SIGNS LEVEL HORIZONTALLY ON THE MASTARM 1 9 T H & VALLEY CENTER OVER THE APPROPRIATE DRIVING LANE AS SHOWN. BOZEMAN SID Woo INCLUDE MOUNTING HARDWARE IN THE UNIT BID PRICE FOR SIGNS. SIGNING AND o.. 2 TRAFFIC SECTION DESIGN AND FURNISH ALL MOUNTING BRACKETS.1 DESIGNED PAVEMENT MARKINGS � a.. n n— CHECKED1 NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA SIO 1299(003) 5-10 q T _ I9TH & VALLEY CENTER - BOZEMAN SID Q Na 1 I DU I ao 0 0 MODIFIED TO MATCH EXISTING CONDITIONS j wD E STATION AND OFFSET NOT EXACT n j 00 I d IOU 14+79. 17 I I = 23. 6103 LT ------...... @r 14+68. 96 19+ 14. 56 ' 219% +7 6 2 L � 25. 3089 LT 1. 38 ;; �� ,-1'9+26. 44 .. .. .. ` ` EXIST. PATH H -------------- NZo 14+93. 83 __� ------- ----- - - - - ----- - - - -- - - --; I; o� 20. 2642 LT 14+48. 38 14+65. 08 14+97. 16 ' I 19+4 J. 57 oQ� 3. 8387 LT N 19TH AVE. 19. 5649 LT 15. 0105 LT 15. 0 182 LT i9+ 11. 88 � I F- N 1 9 TH AVE. r o� I 5 fr 17. 0599 LT 19+Of. e6 r 19+44. 48 I 1. 1229 L r 11. 1955 LT _ i r I 19+44; 48 r R IFT 1. 2000 RT 1 9' 0 14191. 66 f 14+96. 12 z 14 80. 88 5. 7652 RT 1. 1810 RT I f 22. 5209 R ' _-_ ,r 19+07. 42 j9+p6998RT I - _ I 14 77474RT __ 18. 643 1 RT -- - - - -- ----------- •,' ------ ------------- - - - - -- - -- ----I `\ 19+04. 28 „•, , 14148. 38 ` % ------ 14. 7540 RT TH n - � , � / rr 19+31. 60 / PA 14+49. 72 `' -- - ' ' - - - _ �,'' -�' '• XIST. �� �� l8. 5393 RT Q -171 14+85. 4 E 21. 4262 RT 20. 951 1 T 19+22. 47 U� 2 . 462 R 1481. 45 � T 19. 8485 T SID 1299 ( 003 ) v '!' %% ! a 19TH & VALLEY CENTER N ! ,� r ri' a BOZEMAN SID a rrr rr / � 03 rrr rr Q SIGNING AND 2 PAVEMENT MARKINGS vP.. rrr ri i R3-8c OH STATE PROJECT NUMBER SHEET NO. Awo REPLACE R3 6 IOH. 1 REMOVE . ) M4-5 SIGN FACE ¢REMOVE MI 12(412) MONTANA SID 1299(003) S tT C MI-12 1412) `� ONLY M6-3 M6-3 /� \ ONLY Ln REMOVE 19TH & VALLEY CENTER - BOZEMAN SID NEW // 1014-5 \ W 13 ♦ ` MI-1 (90) \\\ c r M4-5 NEW y M♦d 0 r 1 ! MI-12(235) *' G9-56 REPLACE M6-I � fJ D-3(OH. I d N t� D 0) M6 3b Q 06 AS IS ? \\ 11 REPLACE ` REPLACE o a e �!-=✓ ------ --- -C ,., N 19TH AVEOp N ►- MI-1 (90) r- m C REPLACE FROM 15+62 LT s w e W MG-3O REMOVE _ Ol R = 998m o N M3-2O ♦ � �REPLACE \ •- C9�1 MI-I (90) 9 m R6-IL m ♦ M2 tO 14+48.38 S = 0. 03m/m E f W[4 M5-lO 8.94 LT R6 1R MI 1 (901 w AS IS R3-2 NEW 14+48.38 (OH. j O / In REPLACE / r 5.64 LT NEWir cm) ~j 0 R3-5 R3-5 0 \ +ro / + / L+° 13+60. 17 D� �o NEW ) (OH. ) Y „ - _ m \ 00 + - SEE MEDIAN ♦� C TY OF BOZE O I 00 mm WHITE OH. I f�'�-�i2p0 mmI 3.6m 26.3R T � 7 / / N DETAIL B o SUPPLIED AND o 0o^ 4 O 600 mm WHITE J- / INSTALLED SIGN zoo mm WHITE r mm 1AlITE i�- \ ° zo0 mm WHITE - •', / 12+92.74 �--- - --- -- - - --- - - - - -WHrtE 15.26 LT t m 3.6mloo mmre�&A SEE MEDIAN + - I mm WHITE - 3.3m ! o m WHITE rt DETAIL B m 200 mm WHITE - Log,SKIS �-- e __ mm BAN SKR t00 mm WN I=0 mm YELLOW 4.2m 600 mm WHITE' R,� - 1- _ -0 6.30 LT ISI 1 TA 200 mm WHITE S 16' 4 8' 00" W + wo mmzool�m WHITE 2 mm WHIT` Z 3.00 LT m 200 WHI z �, 0 6.30 i RT ts. TAPER F _ W�-.�loo mm WHIT 4 Z �,�� -- --_ - /// I\ REMOVE G ozo u- - ----- - - -� 100 mm WHITE // - - - ---• I O 41R 34007RT8 / �'. 1 111 \ ll n . � m M3-3 LL g URBAN SKIP 1 3+09.4 I 3.00 RT / m -. MI-12 ui NOTE: W3-3 R3-8 + - -'- klNO 6.30 RT z AS IS REMOVE a�< + W/FLASHING ® NEW ♦ ATH16l N 14+96. 15 D-3(OH. ) a�' YELLOW CURB PAINT ON ALL MEDIAN CURB. Z YELLOW ucF17 D -u N 3.00 RT REPLACE x `� ' REMOVE Do m DS-2L D-3(OH. ) 100 mm SKIP STRIPE ALL DIMENSIONS TO FACE OF CURB. D -'- - -+- �► m (n REMOVE M4-5 NEW REPLACE 14+80.76 D5-2L M m (OH. 11.00 R7 0.6 m LINE / 2.4m GAP NEW m 0 1 3.50 RT D -I MI 12 1412) MI-1 2(235) R3-5 (OH. ) (OH. ) D 9.90 RT REMOVE REPLACE REMOVE REMOVE 1 7+84.30 / p MOUNTED ON DOUBLE 100 mm 2 L AlNO Dw O LUMINAIRE BY MOT 1` YELLOW I 00 � 'RIGHT ONLY" I f R3-5 ' 'w R3-5 l (IN RAISED CHANNEL IZAT ION) ~ Q REPLACE ♦o R3-5O W3-3 M2-I REMOVE AlNO 17+8q.L3 In M R3-6 FLASHING YELLOW LIGHT MI-12 W NEW REMOVE REMOVE zoo mm WHITE 17+92 20 IOH. ti m 12.28 LT REMOVE _�' TT�-` 17+87.03 SEE MEDIAN \ u 17+88 55 36" x 36" STA. 18+00. 0.6 m LT 0 16+46.89 p DETAIL B P'e o "NO LEFT TURN" (IN MEDIAN) -.- -. -.�.-.-.-. 6.60 LT - - - - - - - - - - - - - s® - -.'-- .-.-. - .-.-.-.-.-.-.-.-.-.-.- --I - - -. -m - - ~� - Q - Q1 \ - 11 6+34.38 - �" m 1 .v11 +7 REPLACE ��� o 5.45 LT 6 4.21 LT \ R5-1 pwz R3-9K - -- --* I tNT I N M m 17+23.84 + 4 7 dOlS'\ \ glz REMOVE W wg�ro REMOVE U) _ _ I / LD 5.27 LT 4.71 LT \� 18+53. 14 0 RT - 3.0 - -- -----f------ - - -�- a---- ----- - - - - - -- - - - - --- - \\�mm ITE - - _ 3.6m mm WHITE -- - - mm�(TE - ^tl^WHITE_3.6m mm WHi E _ -i / y 100 mm WHITE -TE i w URBAN SKIP -' - - - IQQmm WHITE 600 mm WHITES • 3.3m URBAN SKIP - - - - - - _ 100 mm MITE_ _ _ 1 200 mm WHITE 'y URBAN SKA 3.3m r 100 mm YELLOW / __mm Y=LLOW - ���� ����� -----oo mm WHITE 4 r � 3 mm� c mm wHl 600 mm WHITE 15:1 T e -7200 WHITE 4.2m 9� 600 mm WHITE 100 mnl YELLOW „7 0� 200 mm WHITE 200 mm/WHITE J.jm J 3.3m 100 WHITS _*ZOO- MITE 100 mm URBAN SKPL9 - - - - �'-. - - - - - - - - - - - - - - - UNBANWHI7E m 200 mm WHITE3.6m -•► P W -- _ - - __ WHITE ~'I �1.1 m WHITE-3�6m ---- ----- ----- -- I00 mm WHITE - _ - 100 mm 10 1 TAPER �100 mm WHITE3.6m Z Qo�l -----•�--- -- ;tt - - 16+46.21 17+01. 11 / + "'+--- -- = Ri3.bA - - 18+03 25= _ - -_======_=_ -� c wY - _ . _ _ _ _ I t ♦ 3.00 LT / 3.00 RT I. �� _ _ I 1.70 RT n noo �nn��o 00 ����]rl \�(rI uj u -� 16+34.39 n !►p \ ass*p . 1 7t01.3 / 7+ 10 - - -+- - -�► ~ V,15 LAW L \ UV 11 11�1 2.91 LT �� 3.00 RT I.70 RT 0.56 RT TT i1 Smm REMOV • « 16+41. 18 D9-99 + n REMOVE PRIVATE SIGN TO BE r 16+33.46 n r �_ Y REPLACE 3.00 RT �mz S ID 12 9 9 ( 00 3 ) RESET BY OTHERS m 11.00 RT r R5-1 17+ •47 a RI-I "'� 1 9 T H & VALLEY CENTER 200 mm WHITE n ° m REMOVE Asa ;m I1.00 RT ,I\ REPLACE +31.96r H161 N 2j ° 1 +19.93 RT 17,66 RT \ 1 7+96.63 B O Z E M A N S I D 32.96 RT MOUNTED ON DOUBLE 100mm N 19THavT LUMINAIRE + R3-8 SIGNING AND � ONLY NEW YELLOW RI-I 32.57 RT �2 ONLY REMOVE "RIGHT ONLY" i + 4 WHITE FLEXIBLE SURFACE MOUNT DELINEATOR 16+ 1.9 STOP REPLACE YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR + (IN RAISED 9.90 RT PAVEMENT MARK IN G S v 36.35 RT D-3(4) , 45. 15 RT INSTALL 1.5m MIN. FROM END OF RiflyllIN NEW INSTALL 1.5m MIN. FROM END OF DOUBLE 100mm CHANNELIZATION) MEDIAN NOSE. SEE SPECIAL PROVISIONS, NRIGHT ONLY" MEDIAN NOSE. SEE SPECIAL PROVISIONS. YELLOW RAISED CHANNELIZATION) I PROJ 19+24.51 STAECT NUMBER SHEET NO. 19+22.64 I 1 TE 6 L 35.91 LT i i N MONTANA SID 1299(003) 1 S 12 G u D-3(OH. ) Cn DOU LE 100mm N I9TH & VALLEY CENTER - BOZEMAN SID NEW N �� r1r N a1 19+19.04 1 9+26.24 E * 30.36 LT I L x I 19+30.91 RI-I a REMOVE L19+26.44 48 L �, A dOlS R3-8 o �� 3(OH. ) �- NEW NEW 2 EACH TYPE 2 OBJECT MARKER 0 20+65.95 21+25.95 Wgl1ro REMOR3-9VE T u) 0 L u V O A E%1ST. PATH K. O / 69309LT4 - v' - ------- ---•- o - - - ----- - - •-•- ----------- ----- ---.-.-L.---' - - - - - -- - --- rt / m _ -� - -- m 8 ti~ 600 mm WHITE :e - mm WHIr 3.6m _ mm RF11TE - -- I00 mm 200- WHITE 3.6m URBAN SR I.IffTE - -. - _ - - 100 mm rELLor - - - - - - - 3m 200 mm WHITE 3.3m - m - - ----------------- ---------------- 9.2m 15:1 TAPE - - ---- ----- ------ - - --- _ 4.2m so0 mm WHITE C C C mm`LC Or 1 7" W z0o- 1-1 _ - J.3m _ I_ 3.3m_ _ u EH 1 9--T H- A VE.- - - - - - - - - - - - - - - - - - - - - 3.6m zoo mm WHITE - - 3.6m P loo mm WHITE 00 mm WHITE 19+44.48 - ----- - -- ----- - -- - - -- -- ---\ - ----- ` �,' 20+90.90 -CI I - - - _ 2 1+50.90 a 19+44.48 L + �¢ ; ■ D-3(OH. 1 rn zz � zHl6l N f ' NEW O 3 o z��lml REMOV '2 S C-3(OH. ) n n REMOVE N of JS^ NEW R2-1 y INSTALLED BY MDT LL 19+22.62 J 03 RT Q N a 2 ~ e DTSLE IOU- 0 �- YELLOW = Q H1 2 H U 19+22.62 22+84.70 22+68.22 49.73 LT � T MDOUBLE t00mm Q• � N kD O N O� dOlS N 22+91.94 N A L � � r zoo mm WHITE W3-3 REPLACE i r WITH FLASHING w r 22+88.35 M3-I W4-2 q�� D-3(4) o o I « r 41 L MI-12 In YELLOW LIGHT REMOVE Ln sw NEW R3 98 00 REMOVE 22+B I,99 0 I r z00 mm WHITE REMOVE REMOVE f m I7.82 LT r 22+88.49 �z 1 '+ +78.058.611.00 LT rH1R N �r rI 22+67.96 AlNO MEDIAN FILLED WITH MILLINGS so �5) i .Ln+78.60 L RIGHT ONLY" UNDER SEPARATE CONTRACT 24+87.21 6.30 L T 19THA /J/A 3+03.22 (IN RAISED CHANNEL IZATION) i 3.0 L 22+74.88 + r "NO LEFT TURN" BREAK-AWAY i - L,-~ _ -•-•-- 3.00 LT • I (IN MEDIAN) STA. 23+20. 1.0 ITT -LT- - - -- -�• --- -- ----' T ' - - - - - - ----------- - -----' - - � • • - - ---- ,-- - - - ---- --------------------- - -- ----- - - _- tiy --- - 60o mm WHITE oo mm WHITE 3.6m 3 6m - - - �mm qvg - - - - 100 mm WHITE _ - - - - - - - - - - URBAN SKIP URBAN SKIP 3.9m � 3.3m loomm rEu-W----- ---- ----- -- ------- ------------------ -- - ------- ---------------�.1 TvE_r ===o t - - ------- ��^- -- - --- --- -^- ---------------------- ----- -------------- - ----- - 15.1 TAPER -__-�IP ----- 00 YELLOW 100 mm YELLOW 3.3m - 3.3m - IRQmm KARi1LE 200 mm YELLOW 200 mm WHITE - - - - I� - - - - - - - - - - URBAN SKPURBAN S 3.6 200 mm YELLOW 3.6m 100 mm WHITE 600 mm 11HIT 100 mm WHITE I 100 mm WHITE - W07TD 2ss _ ----- ------ -- _ _ - . R/A --- ..------ 00 - - ---- - - - -Q -- --- ----------- - -------- -- - ------ - --15,a -- - �a+2-4:56 2�+a6.b6 5.5P �. TOP w W o / 23+03.23 24+I8.98 R 9.91 RT (� �nn //�� `1, ��1 w r R+9.6m 23+03.23 9.90 RT 60o mm WHITE_ _ _ - n 7C �D D W L� VAVJ [Ark wwx 22+74.88 i - -------- ---•-24+23.00 - - - - - - - - - - - _ _ +5TA� BI(I 24+23.69 STOP 9.92 RT SID 12 9 9 ( 0 0 3 L 23+6cT 1I9 0��� 16.59 RT DOUBLE Ioomm 3.00 RT I B/ 11.90 25+50.66 22+74 88 600 mm WHITE rELLOW I I.93 RT T 6.30 RT STOP ..RIGHT ONLY" R1 1 25+50.00 1 I H & VALLEY CENTER ONLY (IN RAISED CHANNEL IZAT ION) 24-- 00 NEW 16.43 RT U I I.00 RT 22+94.88 28.62 RT DOUBLE IDomm YELLOW a 22+89. 13 R 1-1 � � �ivf 25+50.00 B O Z E MA N S I D v Q 23.20 RT NEW 9p 27.82 RT SIGNING A N D Y o 3 28+775 RT TYPE III TYPE III TYPE III 22+91.00 TYPE III I YPE III TYPE III n N BARRICADE BARRICADE BARRICADE BARRICADE BARRICADE BARRICADE YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR PAVEMENT MARK I N G S NEW NEW , _ a v\` NEW NEW NEW WHITE FLEXIBLE SURFACE MOUNT DELINEATOR NEW INSTALL I.5m MIN. FROM END OF TYPE nl TYPE nl TYPE nl INSTALL 1.5m MIN. FROM END OF BARRICADE BARRICADE MEDIAN NOSE. SEE SPECIAL PROVISIONS. MEDIAN NOSE. SEE SPECIAL PROVISIONS. BARRICADE NEW NEW I STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299(003) 1 S-13 q o I N I 19TH & VALLEY CENTER - BOZEMAN SID IIN \ N 0 r I W4-2 0Q w- Q REMOVE w y R = 582m l G a UPI_ 2- w~ S = 0. 02m/m 26+86.00 .I REPLACE a END PAVEMENT MARKINGS ,-' URBAN$KIP 100 nm LOW yry iT "� ----_— ?.00mm d �► 2p0 mm wofRE _ — s.�� MATCH EXISTING " STRIPING ALONG u _- + THIS STATION ��•� ._. 000 6+23 0 w �.—._._._.—. — _�_. 0.60 L ID Za. R3-8 REPLACE y< D9-IOA D9-5REPLACE o REPLACE ci A � u GCC�OID DCaMnI01� M�Wx Cl R U SID 1299 ( 003 ) b u 19TH & VALLEY CENTER o � BOZEMAN SID 40 SIGNING AND _o.. o N M 2 INST YELLOW Fl.5mRMIN.LE SURFACE FROM END OF MOUNT DELINEATOR PAVEMENT MARKINGS vv.. vim- 1 MEDIAN NOSE. SEE SPECIAL PROVISIONS. STATE I PROJECT NUMBER SHEET NO. MONTANA SID 129910031 S-14 q o 19TH & VALLEY CENTER - BOZEMAN SiD 00 Lo w o a INN LID w o c � U o + v ~+ 0 rz 67+88.05 0.00 OFFSE S 52' 59' 55" Z za Y 0 o �00 df ui(n wLL� or- :�w Q¢ 0 c� O x r / aD rn O co ti ti / y � � M3-4 r_ 69+89. 13 Lu N MI-12 (2351 0 71+40.91 0.03 RT � NEW 70+18.01 y '' 4.00 LT 68+69.52 4.00 LT +�' SEE MEDIAN 69+88.82 5.23 LT DETAIL A 69+53. II b0 mm ITE 3.6 mm MMITE 200 mm WHITE DOUBLE 100 mm Y LOW j" = 4 2m E mm I ——————— -- 100 mm WHITE 09.mm EWE — 3.3m — — — — — — — — — — — 600 mm YELLOW QO 1="-SITE m URBAN MITE SKIP 3.6m 68+69.50 + 60o mm NHIrE --- m i 5.23 RT -- --- - ---- - --- - ------ --- - - -- ------- -- »� i 3.00 RT � - ------ - °j 18.01 z 3W3'L a W1 1-15 69+57. 1 8 — — 0 RT� AS IS + 01 �� (�O A �Wv H06Lj 16.41 RT ON`I�Q� \ RT C VVII V1)(t U Lu DOUBLE 100 mYE"°N SID 1299 ( 003 ) zoo mm wHlrE 5T u 70+ 7 5 z 0 31. 10 RT a RI , 1 9TH & VALLEY CENTER u z. + K DE3(4)E BOZEMAN SID N Q 46.69 RT Z NEW �'_m831N3301VA3 S IGN ING AND o,v a-o.. AN,- R2 1 Lwn E VALLEY CENTER YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR PAVEMENT MARKINGS REPLACE = INSTALL 1.5m MIN. FROM END OF + STOP MEDIAN NOSE. SEE SPECIAL PROVISIONS. SCALE = 1:500 °® 58.69 RT 5 15 i 1'r1 STATE I PROJECT NUMBER SHEET NO. ~ Q MONTANA SID 1299(003) 1 S-15 I9TH & VALLEY CENTER - BOZEMAN SO N � TYPE III Iz a BARRICADE TYPE III w 74f 1 NEW BARRICADE ko fl- E / /0. /7•L 7 ��{4g•91 74"47 N'�.EW�l�(�, ` 7 74f lS.50 741 L G d ... o -'- - ---•- 9' 18 LT 9.5/024 74f4q 9 d U o 7 +00.91 1 -- - --- LT 9.67 L 2 S 4.00 LT ✓ _ �. ______ - -- --______ _ _ 74+48.� 7 _ 5. 10 LT REPLACE ---------- - r � 74+73.49 WHrt � ��s.S� �1 �� ,��100 mm+ELLOw •. ` W _�^-�_� - y ---- -=c= o== ___ _ ►_ 6.gm c0 8.40 LT m s�- �t�G�������c� �ISITA�ER 1 4.2m onE 3.6 - ��^ 00 HTEsa 4. •'-- i�� 9.�- �� UREA _ -- - --------- - -- =un 3� r00 m yire JOE&- 3.6�� loo m^ aNIT=-� _-. -- -- - *4 6m _uR°s�n^s� "M+�� R2.r \' `s`skip 7 +23 QI -' - '- - 7_ zoo ♦6 WHITE 5.06 RT 0o WFrrrE ����� i I00 mm WHITE 74+13.00 �m z i •�' 5. 10 RT 2.�01RT 74+55. i0o i Brr - SKra f z a 5. 1 0 RT 8.40 RT F t� N - 585m a - R = ooZ - 20.32 RT �- 2- - S - 0. 02 m/m OOU6LE 100 mm -a J'z YELLOW \ LL o i 27.31 R 74+79.40 o� `- �itYt� STOP RI-I 5. 10 RT vi w NEW 74+79.39 oTYPE III 8.40 RT BARRICADE TYPE III NEW BARRICADE TYPE Hl 000I-ft NEW BARR16ABE 00 Q Lo f } R = 440m BARR16AFIF S = 0. 0 3 m/m RI-I NEW NEW P W4-2 _ Ur I 77+82.00 NEW 75+50.90 W9-2L 5. 10 LT NEW IN I Itit 77+82.00 75f36. 19 f0.77 L 76f 11. 18 7 R1 t 77+19.75 2.70 LT 10.69 L�4 75+96. 18 10.69 L 04 JL NEW 21.00 LT I 1,51 5 1 .23 /0.7! L 77+ 2. 2 dO1S 78+I B.00 75f2 LT 7 +05.4P6+08.46 76f23. 8.40 LT DIO-I 77+27.50 5. 10 LTip,66 L 75f33. 75f93. 10 L 9. 1 LT 9.68 LT NEW 8 40 L a5+I 9.70 9.74 LT 200 mm WHITE 77+0 52 ip _ - - -5. I0 LT _ -. 601 mm IRATE - - - -.75+18.28 6 LT -. -A3.6 - - - - - - - -- - - _- - - -9• 10 L _ - '-- 60°mm WHITE 12m p0� �"Tt WHITE 100 mm WHITE 6 _ URBAN SKI 00 mm IMITE - 100 mm NR11TE --� teAn w - o° H ITE 3.3 zoo mm WHIT WHITE^^ w"rt£ - i m --r=-E�w T00`i oo mom WHITE mm PHI _--_=G ___.=__ -_-_ �e 0.2-T 2m _ r___ mm,IMITE 4 0 WA uaeA �T- zoo r -c ----_- ao� �� _ p 7 7.00 an WHIT 3 3 OAN SK PTE 1�=_ mm IS°1 TApE- �� -- e 1 4.2m :�� R2. ISJ j('P �� 200- 3.6 100 _ _ rmrtE 1 KIP L3. 3m _ 12L- WHITE -URBAN SKF- U100 RBAN3WHITE - - 100 m - - - - - - - 6m I DO- WHITE 200 mm WHITE 100 mm WHITE - 6p _ _- - 600 mm WHITE - �WWIIT£� -- - _ - 8+45.00 - �jp0 sKW �� ____ / w I`wl -- --- - - REMOVE / - _ 76+ n 2.7 4 RT f __--- -- -.-.-.-.- - - - 77+55.00 5. 1 A - �i�f 77+33.22 5. 10 RT l %w I(� 2 i _ - + 76+31.87 76+67.87 REPLACE O 10 Q V J IJV�sl 5. 10 RT 5. 10 RT I 5. 10 RT 2.74 RT 77+33.22 LIT 76+67.87 77+07.88 STOP 8.40 RT SID 1 299 ( 003 ) + 5. 10 RT 8.40 RT R = 585m 77+15.85 NEW 1 19TH & VALLEY CENTER S = 0. 02m/m z 1.oo RT OUBLYELLOW loo mm (\` � • A 77+16.00 YELLOW B O Z E MA N .-/ I D N Ln 27.28 RT z v TYPE III TYPE a III -1 o L0 3 BARRICADE BARRICADE S I G N I N G A N D o.. h N In NEW NEW TYPE III Q" WHITE FLEXIBLE SURFACE MOUNT DELINEATOR YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR BARRICADE PAVEMENT MARK IN G S = INSTALL I.5m MIN, FROM END OF = INSTALL 1.5m MIN. FROM END OF NEW MEDIAN NOSE. SEE SPECIAL PROVISIONS, MEDIAN NOSE. SEE SPECIAL PROVISIONS. SCALE = I:500 ° 5® i APE-+f� 78+56.00 \25.86 LT STATE PROJECT NUMBER SHEET N0. DOUBLE Ioo mm YELLOWpjr MONTANA SIO 1299(003) 1 S-16 a ` 22+006.00 ` R = 4 4 0 m REMOVE 25+19 LT 19TH & VALLEY CENTER -BOZEMAN SID 78+55.00 79+03. 16 CC) 13.78 LT $ *� 21. 18 LT S = 0. 03m/m O r a \ p Ioo mm WHITE zoo mm YELLOW I NEW' M3-4 _ \ S.r p 1 N ' qe NEW d \ ++Ew j' R = 285m o �� MI-12 ) soommwHlrE ° a ! + ��S 1"' S = 0. 03m/m \ REMOVE y Tom zoo mm WHITE � 78+54.05 I•awe 79+10. 1 0 1 \ w ' 12.00 LT>, E \ •Wi� � �z S \ O0'q� 8.40 TYPE i\. •� \ '�z oo WHITE p RZ-I RICADE 18+72.00 _�1 1007 REPLACE NEW 5. 10 LT . 0L 79+72.99 R m \\ .:� o ♦♦ \ ` x 8.40 LT \ '�� o 80+06.06 NEWB ��o D 80+84.01 �oo _ 79+7 00 4.BO RT o � 8.44 LT ��,T \ 1 eoo mm WHITE Woo ♦ ♦ i�N sK�rF\ IwhrE _ 5. 1 0 LT O 80+06. 12 r ro ,,.N': ♦ ♦"+n ♦`♦mm y . _ + 8.40 RT U - _ l 81+15.61 00 URBAN wlvliE ♦♦ B °�RB�h SITE WFIITF 7___ _ _ _ _ -o--_ ___ _ _' _ �OBim G i • _ �.... \ �Op4° \ ` R2.1 J.6m •- M1oommWHIT 3.6m �- /' „�� ., �/ �`• ��02 v200 mm WHITE 3.6m 7 +9 48 `�•` _ "i�Et2'or =- \\\ r -q_2m ----_ _ 3$�_E-=✓� +� / �/ ar ° \ 8.40 LT `.� o mm�rc �- V - �- 5 48-t� / .�•/ / 81+65.15 78+90.48 `___ oomm�MHNS P r`==�-� -�'_�- I / 5. 10 LT 8 I+63.02 _�- i - _ too mm YELLOW 3.6m 1► 20o mm / _' _ ,_ to-- WHO 88405RT8 5. 10°R69 �� -- a zoo mm WHITE , Ioo URB1NHISEIP 3.6m J - 4.80 RT z 9+20 69 _ �/ : soo mm WHITE f - ' ' a 8.40 RT 79+82.96 �'�.� - - _ _ / o 5. 10 RT ozo ® L,L _ 7 �„ "� n 80+50.98 / `��� W3-3 o LLf mm h \ ao I ©� REPLACE 19+73 RT 8.40 RT REPLACE am 79+82.96 MI-t L MIS-la RT YELLOW REPLACE v;a m N31N3D A311VA 3 a¢ 30.74 R0 E VALLEY CENTER MI-12 O M12 R I-I m R3-8 REMOVE p 6- REPLACE REPLACE O N REMOVE D-3(3) STOP NEW A l V IA V, G> IEc(0GgD DRA wHma w 4)W T 7�L SID 1299 ( 003 ) z; rl 19TH & VALLEY CENTER ti BOZEMAN SID a�N SIGNING AN a n ? WHITE FLEXIBLE SURFACE MOUNT DELINEATOR YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR PAVEMENT MARK I N G S a1u 1 = INSTALL 1.5m MIN. FROM END OF = INSTALL 1.5m MIN. FROM END OF ° MEDIAN NOSE. SEE SPECIAL PROVISIONS. MEDIAN NOSE. SEE SPECIAL PROVISIONS. SO 5 IsLE = 11500 15 i ELECTRICAL QUANTITY SUMMARY STATE PROJECT NUMBER SHEET NO. MONTANA 51D 1299 (003) E-t ITEM NO. MATERIAL NO*SIO 19 h AVE. VALLEY CENTER 19SID VA L6771G 19SID CATTAIL SIG] TOTAL URBAN UNIT NOTE 19TH & VALLEY CENTER-BOZEMAN SID NO. BASED ON MT LINES a � 616 DID 000 FOUNDATION - CONCRETE 31.634+3 26.7 8.419r6 10.4040-6 77.6;`7--5- cu. MET. BUBBLE DIAGRAM I/22/07 9 N � 616 041 000 CONDUIT - STEEL 41 mm RIGID 139.60i5- 109.7 65.5 -Be- 55.78-40- 370.E+56 AFTER O a 616 053 000 CONDUIT - STEEL 53 mm RIGID 67.0E 28.65 iT 47.24 49• 142.9535, AFTER w o 616 063 000 CONDUIT - STEEL 63 mm RIGID 31.09 43 13.72 44 44.8 JP AFTER O e 616 241 000 CONDUIT - PLASTIC 41 mm 2502.7e9ef 2120.2ee4a 313 • 256.03 f+@- 556.25E 435. TER ME n 616 253 000 CONDUIT - PLASTIC 53 mm 14 i► 19.31 +B2 107.90+00- 1141.71 @B AFTER U o 616 263 000 CONDUIT - PLASTIC 63 mm 163.37 +GO- 28.35 36 191.7 43& AFTER ���•, 616 480 000 PULL BOX - CONCRETE TYPE 1 6 -@- 4 5 T it 22 f`+ EACH s 616 490 000 PULL 00X - CONCRETE TYPE 2 1 5 2 7 EACH J� 616 500 000 PULL BOX - CONCRETE TYPE 3 2 3 5 EACH 617 000 340 CABLE - COPPER 3 AWG 14 - 600V 57 32• 73.8 -Be- 37.8 le 168.6 4'96 METER 617 001 640 CABLE - COPPER 16 AWG 14 - 600V 319.13 4es- 237.7 4237• 556.8 561? METER • 617 006 050 CABLE - COPPER COAX 50 OHM IOmm 21.95 4?6 22.6 +16 44.SS i3 METER b 617 010 040 CONDUCTOR - COPPER AWG 4 - 600V 466.30 1065.3+9+5- 1065.3+6+5• METER b 617 010 060 CONDUCTOR - COPPER AWG 6 - 600V 3386.04d+86 2780 *#ee• 73.15 +4 240.1999e METER 0 �-A W100 00NDUCTOR - COPPER AWG 8 - 600V 1818.4 +996 1866 494& 223.11 e9e 116.4 9W 023.9 METER V CONDUCTOR - COPPER AWG 10 - 600V 4650.0 l599 3483 a%& 263.28 £'+F 221.3 +i9- 617, JEACH STANDARD - STEEL TYPE 10-A-500-6 33 29 62 U) STANDARD - STEEL TYPE 10-A-500-7 3 3 W PHOTO ELECTRIC CONTROL 2 2 4 W 617 130 400 LUMINAIRE ASSEMBLY - 40OW SV 35 32 2 2 TI U (n� �a 617 154 900 SIGNAL STANDARD TYPE 2-A-900-0 1 2 3 617 163 540 SIGNAL STANDARD TYPE 3-A-500-4 IZ 617 163 990 SIGNAL STANDARD TYPE 3-A-900-9 I 1 2 617 163 900 SIGNAL STANDARD TYPE 3-A-900-0 I I t 3 617 192 000 PUSH BUTTON PEDESTRIAN 6 B 14 EACH 617 231 330 SIGNAL - TRAFFIC 3 COLOR - I WAY 30-30-30 14 9 23 EACH o� 617 251 330 SIGNAL - TRAFFIC 5 COLOR - 1 WAY 30-30-30-30 1 5 6 EACH m 617 280 020 SIGNAL - PEDESTRIAN TYPE 2 6 8 14 EACH 617 405 800 CONTROLLER TRAFFIC - ACTUATED TYPE 8A I I EACH 617 410 400 CONTROLLER - CABINET PEDESTAL TYPE P I 1 2 EACH RESET CONTROLLER CABINET & CONTROLLER TYPE P I 1 EACH 617 500 000 DETECTOR LOOP 2 2T 24 53 EACH KBOO DETECTOR LOOP SHIELDED CABLE 342 3+6 1472.18+598- 1076 +9W 21190.18 METER SERVICE ASSEMBLY - 30 AMP 2 + 1 3 _& EACH SERVICE ASSEMBLY - 40 AMP I I EACH SERVICE ASSEMBLY - 60 AMP I I EACH REMOVE & SALVAGE I 1 2 LUMP SUM 617 801 040 REMOVE & RESET EXISTING POLES I 1 EACH m m m RELOCATE PRIVATE LUMINAIRE I I LUMP SUM WwQ G C C�O ��y 617 900 030 YAGI ANTENNA 1 t 2 EACH G�D D Ir9l Qw�LmK� wwx ELECTRICAL DETAIL DRAWING a m c _0 3 o :zi N ¢ W6 o r)0r-)3 ELECTRICAL QUANTITY SUMMARY moo.. PPS 2 CIE -INDICATES CITY FURNISHED MATERIAL v�- ui u�- I NO. 8 CRIMPED HIGH CARBON STEEL STATE I PROJECT NUMBER SHEET NO. WATERTIGHT CONNECTORS WIRE SPACED AS SHOWN. 6 ONE WAY, 5 THE OTHER WAY. I MONTANA SSIC) 1299 (003) E-2 19TH & VALLEY CENTER-BOZEMAN SID q TYPES I,6, 1 1 & 16 TYPES 2.7, 12 & 17 0 clIN NON-FUSED BREAKAWAY FUSED BREAKAWAY ++++-f9 0 IDENTITY DESCRIPTIVE a SYMBOL & C L U o NO. WIRE SIZES s 10 mm BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS "DD" CONCRETE OR EQUAL 25 mm DIAMETER BEND e �51 W �51 51 51 51 L 51 -I -I i a 10 PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- 89 "DW'—, RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIALIN THE GROUND OR INSTALLATION IN SUNLIGHT. L ' IDL THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDES D REINFORCED CAGE A WATERTIGHT SEAL AROUND THE CABLE AND A NO. 16 GALVANIZEDIWATERTIGHTSEAL BETWEEN THE TWO SECTIONS AT 19 mm MESH 5 TYPES 3.8. 13 & 18 THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITHSUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL 1� 25 6 PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. BRASS HOLD DOWN BOLT (s) WITH HEXAGONAL BRASS NUT WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER 7 � 0 RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO 14 ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH ELECTRICAL BOND. NO.6 AWG w 6 FUSED BREAKAWAY THE USE OF A COPPER BERYLLIUM SPRING AND BE COPPER OR EQUAL Lli 8 B s EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN PULL BOX - CONCRETE 75� .--CONCRETE SIDEWALK OR ASPHALT IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD MINIMUM DIIYiF.NSIONS U W s 6 MATERIAL. THE CRIMPING PORTION IS TO BE FULLY - �o 9 — ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED TYPE 1 TYPE 2 TYPE 3 cn $4 s IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE L = 489 mm L = 641 mm L = 830 mm - ale 10 �6 W = 337 mm W = 413 mm W = 500 mm 0 0 s ARE TO LOCK TOGETHER SO THE CONNECTION IS Z w MAINTAINED WHEN A MINIMUM FORCE of 89 NEWTONS 1 = 362 mm I = 514 mm I = 710 mm a a TENSION IS APPLIED TO THE ATTACHED CABLES. ID L = 362 mm ID L = 286 mm ID L = 710 mm STUB CONDUIT IOOmm TO 152mm ID W = 210 mm ID W = 286 mm ID W = 3B0 mm ABOVE BOTTOM OF PULL BOX Q _ PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR C L = 381 mm C L 533 mm C L = 730 mm 585 00 E� TYPES 4.9. 14 & 19 C W = 229 mm C W = 300 mm C W = 400 mm _CONDUIT IN PLACE sg 12 � OF SPRING LOADED 907 CONDUCTIVITY CONTACTS FOR AS REQUIRED GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. THE CONTACTS MUST BE FULLY ANNEALED AND ^^ 3 4 I m ADAPTED TO BE CRIMPED to THE CABLE. NOTE: WHEN REPLACING AN EXISTING p $� 4 0 PULL BOX, ADJUST CONDUIT 00 cp 14 4 a STUB HEIGHT ACCORDINGLY. O p 25 mm CLEAN STONE NON-FUSED BREAKAWAY DRAINAGE NO HIGHER 4 THAN O mm INSIDE 15 4 4 BOTTOM OF PULL BOX PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT 16 0 0 ELECTRICAL BOND. NO.6 AWG 17 10 I COPPER DR EQUAL to I I 751 r- 300 18 to TYPE 21. 22 & 23 10 TYPES 5. 10, 15 & 20 ko to190 0 m — 300CLASS "D" CONCRETE PAD 20 10 k STUB CONDUIT t00mm 70 n IS c O R D ) �A152mm ABOVE BOTTOM u um10OF PULL BOX ALL DIMENSIONS ARE MILLIMETERS 21 NON-FUSED NON-BREAKAWAY NON-FUSED NON-BREAKAWAY ses 0 (mm) UNLESS OTHERWISE NOTED O0T IN PLACEQUIREDELECTRICAL W W2 0 10 �, 22 DETAIL DRAWING 2J o0 0 Q s DRANAGELNON STONE HGHER WATER TIGHT CONNECTORS THAN 50 mm INSIDE BOTTOM OF PULL BOX PULL BOX CONCRETE TYPE I . 2 & 3 Oi vas PULL BOX INSTALLED IN DIRT PULL BOX CONCRETE TYPE I , 2 & 3 NO SCALE STATE PROJECT NUMBER SHEET NO. POWER SUPPLY MONTANA SID 1299 (003) E-3 mCHASE & SUPPORT LEG 19TH & VALLEY CENTER-BOZEMAN SID Z METER N POWER SUPPLY 0 a CHASE & SUPPORT LEG 0 ° l MEIEk w > E l� TOP VIEW n METER U o SERVICE PEDESTAL- SEE SPECIFICATIONS TOP VIEW FOR DETALS a METER SOCKET = SERVICL PEDESIAL- I SEE SPECIFICATIONS — FOR DETAILS I I ® I I n METER SOCKET I (FRONT & BACK) Q I NEMA TYPE 3R CABINET w/ 0 I _ HINGED, LOCKABLE COVER I I NEMA TYPE 3R CABINET w/ N� HINGED, LOCKABLE COVER 1524 mm MAX. WEATHER PROOF LOCK 1219 mm MIN. (CITY SUPPLIED) �go CHWER HASE &) PPLY w SUPPORT LEG <r e Q 1524 mm MAX. WEATHER PROOF LOCK 1219 mm MIN.(CITY SUPPLIED) mm SCHEDULE m SCHEDULE 80 PVC CONDUIT w/ OW U)u $ POWER SUPPLY I OF BARE NO. 6 AWG (GROUND WIRE)----____ e CHASE & SUPPORT LEG 100 mm THICK CONCRETE 152 mm t SLAB MIN. GROUND LINE Z h 21 mm SCHEDULE 80 PVC CONDUIT w/ I OF BARE NO. 6 AWG (GROUND WIRE =)III=)III- 76 mm =)III= =III= =)III= MIN. 0 100 mm THICK CONCRETE 152 mm GROUND LINE FI SLAB 610 mm MIN. MIN. =)III=)III= CONDUIT & WIRING AS REQUIRED 76 mm �m MIN. — — — _ b 10 mm MIN. CONDUIT & WIRING STABILIZER AS REQUIRED FOOT 1800 mm STABILIZER 120 1240 VOLT UNDERGROUND FOOT SERVICE BY POWER CO. 1800 mm 16 mm x 2400 mm COPPERWELD 120 / 240 VOLT UNDERGROUND GROUND ROD \_ ) SERVICE BY POWER co. ELEVATION VIEW 16 mm x 2400 m COPPERWELD � — � � � _ rhJ � � — �,�m GROUND ROD ELEVATION vlEw UNDERGROUND SERVICE ICE ASSEMBLY nDETA DETAIL `1(�p (��� Cl RECORD DRA VV pNa falz S - 3 UNDERGROUND SERVICE ASSEMBLY DETAIL 7<, ELECTRICAL DETAIL DRAWING b 7 �`J Q UNDERGROUND SERVICE ASSEMBLY �n�n NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANAI SID 1299 (003) E-4 ANCHOR. BOLT PATTERN YAGI ANTENNA C7 c (VERIFY BEFORE PLACING ANCHOR BOLTS) 19TH & VALLEY CENTER-BOZEMAN SID � U 1030 mm y 673 mm ° U-BOLT p� 914mm x 28mm 0.D. TUBE. E EXTRUDED ALUMINUM WITH p c o TYPE "P" CABINET ErC E M" CAPPED TUBE EAL FOAM ON BOTTOM IOmm (50 OHM) BINET COAXIAL CABLE y � V i+l a U o MAST ARM NOTE: NOTE LOCATE CONDUITS NEAR THE CENTER OF THE LOCATE CONDUITS NEAR THE CENTER OF THE s PEDESTAL - BETWEEN I52mm AND 254mm FROM PEDESTAL - BETWEEN IOOmm AND 200mm FROM THE FRONT OF THE CABINET. THE FRONT OF THE CABINET. I EXTEND CONDUIT 50mm TO IOOmm ABOVE THE EXTEND CONDUIT 50mm TO IOOmm ABOVE THE I 7J CONCRETE PEDESTAL. CONCRETE PEDESTAL. I i CABLE GRIP (PROVIDE ARM BAND AND J-HOOK IF REQUIRED) BUCKLE Cs� SKY BRACKET OR O EQUIVALENT I U BOLT � ARM BAND AND I I BUCKLE I I SIGNAL POLE -I LUMINAIRE EXTENSION I 19mm DIAMETER HOLE, BREAK I I SHARP EDGES, INSTALL RUBBER ROUTE CABLE TO GASKET AND SEAL WITH cr CONTROLLER CABINET WATERPROOF SEALANT. PROVIDE STRAIN RELIEF FOR THE CABLE USING A STAINLESS STEEL WIRE MESH GRIP. w U 12 A - C INTERCONNECT ANTENNA MOUNTING TYPE 3-A SIGNAL POLE W S _ CLASS "D" CONCRETE °6` ll II II II II II II II II II FOUNDATION e v COMPLETELY SEAL THE BASE p Z „ ll II I I II II OF THE CABINET BY PLACING II Ilvll II ll it II II II II p SILICONE SEALANT BETWEEN II II II II W THE ll p II I I II I AND THECRETE BOTTOMEOFSTALTHE II I.II° pll 21 mm SCHEDULE 80 71 II I I II I II I I PLASTIC CONDUIT TO BE INSTALLED ICONTROLWITH A Z, J v CABINET I BARE AWG NO. 6 DRAIN II c II II II 1200 mm— N II II MIN. OF 53 mm STANDOFF rt �� II FROM POLE v II II II r v II II 1 TWISTLOCK TYPE O m E I.I II 100 mm II I v 76 mm MIN. PHOTOELECTRIC E v II )III II II CONTROL o I III) CONCRETE PAD (I I v v II. I v CONDUIT OUTLET �� Illl II II BODY 16 mm x 2438 mm FIELD DRILL AND COPPERWELD TAP HOLE IN POLE GROUND ROD FOR 13 mm PIPE SIGNAL v - R LUMINAIRE POLE I� B D CONTROLLER CABINET MOUNTING INSTALLATION DETAIL FOR m m CONCRETE PEDESTAL DE14ENSIONS PHOTO - ELECTRIC CONTROL W o DIMENSION (mm) 10, 4 A B C D E F w w n�W Uj L TYPE M 864 965 483 610 610 9I4 Q,a_ ELECTRICAL TYPE P 1220 1320 711 838 610 914 DETAIL DRAWING i PEDESTAL MOUNTINGS FOR TYPICAL CABINET DIMENSIONS TYPE "M" AND TYPE "P" DIMENSION (mm) t CONTROLLER CABINETS DESIGNED iv N iV DRAWN WIDTH HEIGHT DEPTH o� n2 TYPE"M 76z 1285 43z YAGI ANTENNA v v CHECKED `r REVISED TYPE P 1 1 18 1372 661 u>v REVISED PHOTO ELECTRIC CONTROL REVISED NO SCALE STATE PROJECT NUMBER SHEET N0. POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS MSTATE 510 T299 NUMBER E-5 TABLE O O O O O O O O O O O O O - A B C D ANCHOR BOLTS (mml E F G H J K L M N � �p ® � � �� G m 197H & VALLEY CENTER-BOZEMAN SID IA TYPE (I) LOWER SHAFT 4.5m,6m,7.5m,9m 457mm SO. 445mm 38mm 44.4x2134x152.0 (OVERALL-2286.Omm) 432mm SO. 483mm 25.4mm DIA.-8 UNC-127mm LONG A325 38mm 38mm 8 2439mm 2286mm 762mm _u TYPE l21 LOWER SHAFT 10.Sm.12m,13.S. 483mm SO. 483mm 38mm 44.4x2134x152.0 (OVERALL-2286.Omm) 483mm SO. 508mm 31,4mm UTA.-7 UNC-152.Omm LONG A325 45mm 45mm 8 2439mm 2286mm 762mm N a TYPE l21 LOWER SHAFT ism 483mm S0. 483mm 38mm 44.4x2I34x152.0 (OVERALL-2286.Omm) 483mm S0. 508mm 31.4mm DIA.-7 UNC-152.Omm LONG A325 45mm 45mm 12 3658mm 3506mm 914mm °- TYPE (3) LOWER SHAFT 16.7m, 18.3m 508mm SO. 508mm 44.5mm 50.8x2134x152.0 (OVERALL-2286.Omm) 483mm SO. 508mm 37.8mm DIA.-6 UNC-152.Omm LONG A325 50.Bmm 50.8mm 13 3963mm 3810mm 914mm NOTE-USE PIPE BRACKETS TO MOUNT �- TRAFFIC AND PEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESS C MOUNTING POINTS O ® ,h ® ® OTHERWISE SHOWN ON THE PLANS. E TABLE 2 « 2 « « • « . . « ♦ STANDARD TTT YYY I 3 4 5 6 7 0 9 10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUM3IZER Z SIGNAL EMERC.VEHICLE SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING ++ o DETECTOR .+ a (� p DESIGN AREA 1.116 S0.m NIL .744 SO.m .837 SO.In .837 SO.In .837 SO.m .307 SO.m .837 50.m .279 S0.In .439 S0,m NOTES SIGNAL ARM SLIP JOINT ✓'. DESIGN WEIGHT 61.3 kq NIL 45.4 kg 47.7 kg 47.7 kg 47.7 k0 34.1 kg 95.3 kg 36.3 k0 90.8 k0 DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR END SECTION BASE SECTION WITH �+ DRAG COEF.ICd) L2 NIL L2 L2 1.2 1.2 0.5 1.2 1.2 1.2 STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY WITH 19mm HOLE FIELD DRILLED HOLE $ AMENDMENTS THERETO). FOR 15.9mm BOLT FOR 15.9mm BOLT USE A DESIGN WIND VELOCITY OF 145 km/hr. - �\, ;J, OA DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). TABLE 3 DESIGN WEIGHT = DEAD LOAD. 155Umm 4.Sm 6m & 7.Sm 9m, 10.Sm, 12m & 13.Sm I5m, 16.7m & 18.3m DESIGN ALL TYPE 111 LOWER SHAFTS FOR = 9m AND A MOUNTING HEIGHT OF 13.1m. FIELD ASSEMBLED BOLT MTG.PTS. «I,W2 &«3 «'1,*`2.*3 &«4 '«1,«2.*3,«4 &WS «1,W2:K3.*4.W5 &*6 DESIGN ALL TYPE (2) LOWER SHAFTS FOR A = I5m AND A MOUNTING HEIGHT OF 13.7m. TO ACHEIVE A SNUG TIGHT JOINT (MIN. BASE SECTION END SECTION DESIGN ALL TYPE (3) LOWER SHAFTS FOR A = IB.3m AND A MOUNTING HEIGHT OF 13.7m. OVERLAP NOT LESS SPAN LENGTH LENGTH THAN 762mm). 19mm DIA.-10 UNC-16.2mm LONG PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END (305mm MIN. I. 16.7m 3.84m 13.72m Q A325 (TYP. ) 15.9mm DIA.-II UNC-63.5mm LONG A325 (TYP.) CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO 18.3m 3.84m 15.24m FABRICATION OR APPROVAL. I� 254mm - + GALVANIZE POLE SHAFTS. ARMS. AND ACCESSORIES PER 4.5m PEDESTRIAN REMOVABLE ASTM A123. GALVANIZE HARDWARE PER ASTM A153. *T PUSH BUTTON Qp CAP 45°(TYP. ) Slmm SCHEDULE 40 A53 PIPE \ WHEN SPECIFIED 368mm S� > (BREAK SHARP EDGES FOR - I(;��I L t )9mm THREADED SCHEDULE 40-- 57mm 50.Bmm SCHEDULE 40 A53 PIPE o WIRE PROTECTION( A53 PIPE (BREAK SHARP EDGES O FOR WIRE PROTECTION) (BREAK SHARP EDGES FOR _ WIRE PROTECTION) _ #2-- 610mm MIN. 178mm 0 a G tTYP.) - Slmm SCHEDULE 40 A53 PIPE SIGNAL MAST ARM 25mm FILLER -LUMINAIRE 1016mm (n A_ - �� O (BREAK SHARP EDGES FOR MATERIAL MAST ARM _ LL1 241mm -- 178mm (- I WELD HOOK TO POLE ANCHOR BOLT Q $ + 0 I SHAFT FOR SUPPORT WIRE PROTECTION) (LAW INi�R GAUGE W3 Wl,«4,«5 &W6 Slmm BEVEL PROTRUSION FACE OF CURB -- - OF WIRE CLAMP (3.Imm) O W 32mm 40mm SCHEDULE 40 A57 PIPE + __ #7 127mm TO I91mm 6mm PLATE TOP, UPPER (BREAK SHARP EDGES FOR t9mm PLATE - BOTTOM AND SIDES I SHAFT WIRE PROTECTION) UPPER SHAFT ='K 51mm 165 mm 165 mm 64mm a MIN.I I GAUGE I 6I0mm 152mm - 25mm PLATE f3.imm) 76mm aat FOR *1.*2.*3.*4,*5 &*6 FOR *7 � _ LUMINAIRE ARM CONNECTION ° 19 COUPLING DETAIL ti 102mm x 165mm NOTE -SUPPLY REMOVABLE METAL CAPS WITH EACH COUPLING COPPER GROUNDING-- fY _ HANDHOLE EXCEPT FOR«8, «9 &«10, (NOT APPLICABLE TO«8,«9 8«10) NOTE-LUMINAIRE ARM AND SIGNAL STRAP BETWEEN - CLASS "OD" Q m - _ AND COVER ARM ARE IN THE SAME ANCHOR BOLT, E _ VERTICAL PLANE. ON THE FOUNDATION ° O AWG N0.6 GROUND CONCRETE O sg + - SAME SIDE OF THE POLE. I CONDUIT AND BARE OWIRE F LOWER SHAFT3_Bm OA m «I 762mm �~ 3.6m I IPPER SHAFT -6mm PLATE TOP, 2 r 19mm PLATE A36M PLATE O I BOTTOM AND SIDESREM VABLE CAP - - 152mm 10.7m,12.2m & 13.7m MOUNTING 76mm HEIGHT 914mm I _ n;6M PlalL W 762mm B OF 19.Imm DIA. 3 *4 Y457mm R BAR f W.5 M6 M LONG (TYP. ) 3� SO. SIGNAL ARM CONNECTION LOWER SHAFT-- E UALLY SPACED SIGNAL ARM MIN.7 GAUGE MtN.7 GAUGE (4,6mm) a A7 ARROW TO BE LEFT OR RIGHT, PUSH (4.6mm) 1-AP BUTTON OR BOTH AS REQUIRED. FOR 0 381mm 127 mm x 197 mm ALUMINUM ® «6 5 ELEVATION AT BOTTOM OF TRAF, a O OF 12.7mm DIA. LOWER SHAFT SIGN, BLACK LETTERS SIGNAL HEADS (FIELD MOUNTED) REBAR HOOPS SPACED o rr 45°ITYP.I ON WHITE BACKGROUND. �.� EQUALLY AT ABOUT HAN102mm x 165mm BACK OF CASTING SHAPED TO 300mm CENTERS / AND COVE FIT CURVATURE OF POLE. ^ «I IS ELEVATION AT BOTTOM DF PED. OR NUT HOLDER AND COVER r 1 SIGNAL HEADS (FIELD MOUNTED) -S.8m ° -- a 64mm CLEARANCE FOR GROUNDING I v MIN. b. a A36M PLATE WIO IS ELEVATION AT BOTTOM OF USE GRADE 400 REINFORCING STEEL NOTE-A HANDHOLE DETAIL CONTROLLER CABINET (BAND MOUNTED( TYPICAL FOUNDATION PROVIDE A REMOVABLE - AND A NUT HOLDER Co i COVER PLATE WITH DETAIL ARE REQUIRED. 457mm PEDESTRIAN PUSH BUTTON SIGN ���� EACH POLE SHAFT. 76mm INTERNALLY THREADED SCHEDULE 40- 3.OM z=1-u )9mm PLATE A53 PIPE PROJECTING 50.8mm FROM SHAFT �o o dd\ ��J��// (BREAK SHARP EDGES FOR WIRE PROTECTION( 2.2m "" O '--' �" " "" "" NOTE -COVER PLATE DETAIL CURB + IS REQUIRED. LOWER SHAFT O TERMINAL 76m 1.2m ELECTRICAL �o O COMPARTMENT 2A & 3A STANDARDS DETAIL DRAWING 45°(TYP.) ti 1 SHAFT TO SHAFT POLE SHAFT Q MOUNTING PLATES DETAIL SLOT = ANCHOR BOLT + 6mm (TYP, 1 0/ O s1c"AL TYPE 2A & 3A SIGNAL STANDARDS. FOUNDATION DETAILS. AND q 3 DESIGNED .- M DRAWN A36M PLATE ' �Y:r CHECKED TYPICAL ORIENTATION FOR TYPICAL SIGNAL MOUNTINGS BASE DETAIL REVISED REVISED PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A NO SCALE REVISED i STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) 1 E-6 19TH & VALLEY CENTER-BOZEMAN SID q SCHEDULE 80 TEE AND CPVC ADAPTER BUSHING \ PAVEMENT N 15500 kPa POLYESTER C ° FLEX HOSE LEAD IN w ° PULL BOX ==zL ° ° o c DETECTOR LOOP U o BASE DIMENSION L(� AS INDICATED QQ ON PLANS 9.5 mm I.D. POLYPROPYLENE CONDUIT OR 21 mm POLYVINYL CHLORIDE CONDUIT � ELEVATE PULL BOX 15 mm ABOVE SIDEWALK- LEVEL. SLOPE CONCRETE AWAY FROM PULL BOX IN ALL DIRECTIONS. O 0 a fic PAVEMENT U) W 4 ~U W$ g� DIMENSION AS INDICATED o - v ON PLANS (f) o ° d V e a NUMBER OF TURNS OF WIRE o 0 U 0 00 o o° o AS CALLED FOR ON THE PLANS. ° ° o o ° o DETECTOR LOOP ° 0 0 0 0 0 z o 0 ° o p , u CONDUIT DETAIL DUCT SEAL BOTH ENDS OF THE CONDUIT SCHEDULE 80 PLASTIC CONDUIT Q 41 mm CONDUIT FOR 1 LEAD IN e BASE 53 mm CONDUIT FOR 2 OR 3 LEAD INS 63 mm CONDUIT FOR 4 LEAD INS ge PULL BOX & DETECTOR LOOP LOCATIONS ^m 50 mm MIN. SAND - - - CONDUIT 00 10,•' ,o ° o°p NEW PAVEMENT NOTES 0 0 0°0 °°o o USE STRANDED AWG N0. 14 7HHN OR TfFN CONDUCTOR IN 9.5 mm CONDUIT OR STRANDED HO mm MAX.— ° ° ° BASE AWG NO. 12 XHHN CONDUCTOR IN 21 mm CONDUIT FOR THE DETECTOR LOOP WIRE. TERMINATE THE LOOP WIRE IN A PULL BOX AT THE SIDE OF THE ROAD WITH A CROSS SECTION (FOR NEW PAVEMENT ) MINIMUM LOOP TAIL LENGTH INSIDE THE PULL BOX OF 1.2 m. ENSURE A MINIMUM OF .3 m OF THE LOOP TAIL IS ENCASED IN THE 15500 kPa POLYESTER FLEX HOSE, AND A MINIMUM OF .9 m OF INSULATED CONDUCTOR IS NEATLY COILED IN THE BOTTOM OF THE PULL BOX FOR EACH LOOP. EMBED CONDUIT AND LEAD IN HOSE IN SAND. AFTER THE DETECTOR LOOP IS IN 25 mm MIN. PLACE, BACKFILL THE SLOT WITH SAND TO A DEPTH OF 25 mm ABOVE THE CONDUIT rnv� PLANT MIX AND LEAD IN HOSE. Lww SAND —CONDUITRD r MDT PERSONNEL WILL VERIFY THE FOLLOWING LOOP CHARACTERISTICS PRIOR TO O D D War CUT THROUGH ACCEPTANCE: ELECTRICAL PAVEMENT OR TO 1. RESISTANCE OF THE LOOP TO GROUND - A RESISTANCE OF LESS THAN A MAXIMUM DEPTH 0 ° ° 00 _° 0 000 EXISTING PAVEMENT 100 MEGOHMS INDICATES A FAULTY LOOP. DETAIL DRAWING OF 200 mm 0 ° ° 2. INDUCTANCE OF THE LOOP - AN INDUCTANCE OF LESS THAN 100 MICROHENRIES 1 ° °0 0° 0 0 0 o INDICATES A FAULTY LOOP. o —BASE 3. LOOP RESISTANCE - A RESISTANCE OF MORE THAN 5 OHMS INDICATES A FAULTY N N LOOP. CROSS SECTION (FOR EXISTING PAVEMENT ) LOOP DETECTOR INSTALLATION QoK, DESIGNED REPAIR FAULTY LOOPS AT NO COST TO THE STATE. i,j N ra DRAWN 2 CHECKED vv . v ( REVISED �n ul' REVISED NO SCALE REVISED i STATE PROJECT NUMBER SHEET NO, MONTANA SID 1299 (003) E-7 0 19TH & VALLEY CENTER-BOZEMAN SID q n p� ti USE GRADE 400 REINFORCING STEEL MAST ARM LENGTH `AP SEE POLE SCHEDULE 19.1 mm DIA. REBAR (1727 mm LONG) N pp 18 TYPICAL) O 4 � 12.7 mm DIA. REBAR HOOPS AT w 0 305 mm CENTERS O m _ E ANCHOR BOLT —Slmm DIAMETER ACCESS HOLE y 14 TYPICAL) ANCHOR BOLT CIRCLE SINGLE MEMBER TYPE A325 BOLTS (3) 19mm DIA.-10 NC-44.4mm LONG 203mm 0 MASTARM (TYPICAL) 152m 64 mm CLEARANCE 22mm 25mm Slmm i. SECTION A-A _ $ GROUNDING LUG � �T6mm 222ymm t7Bmm — 121 PROTRUDE CONDUIT FROM FOUNDATION [ O- NO. 6 AWG BARE GROUND WIRE OR PIGTAIL EXTENSION AT LEAST 76 mm 6mm PLATE ® 51mm 152mm 19mm PLATE 11 ILI I - -1�f� 25mm PLATE II II II II II II COPPER GROUNDING STRAP BETWEEN °. `Ir I I II ANCHOR BOLT, CONDUIT & NO. 6 AWG g LUMINAIRE ARM CONNECTION BARE GROUND WIRE OR PIGTAIL m A I °II A 610mm 7 EXTENSION. < —� 1 . 2m THROUGH 3. 6m LUMINAIRE ARMS I ll.l t�A E I - ' ° r FOR MOUNTING HEIGHT �� v N SEE POLE SCHEDULE LtJ U a N N O i 762mm 152mm as Z & � TYPICAL OF ALL FOUNDATIONS � 0- ¢m 3Ypo I y� BREAKAWAY BOLT � COUPLING (ONE 102mmx 152mm REINFORCED m OF FOUR) HAND HOLE & COVER CAST ALUMINUM / FRANGIBLE TRANSFORMER BASE WITH ACCESS DOOR \ I 51 mm BEVEL BREAKAWAY BOLT X. 457 mm 610 mm MB4. COUPLING �— \ nj)II 152 mm TO BE FORMEDAT THE TOPTO —�� A 686 mm TO - -o 0 NOTE—MAKE THE TOP OF THE CONCRETE FOUNDATION FLUSH WITH THE GROUND LINE. PROVIDE A HANDHOLE DETAIL AND A 13mm NUT BOLT COVER HOLDER DETAIL (FOR GROUNDING) . RECORD w�Ir ANCHOR TRANSFORMER BOLT COUPLING ELECTRICAL oa�> (BREAKAWAY TYPE) (BREAKAWAY TYPE) TYPE IO-A POLE DETAIL DRAWING b q1 N BASE TYPES FOR LUMINAIRE STANDARDS TYPE 10-A LUMINAIRE STANDARDS. POLE BASES & FOUNDATION p n-�} L oN 2 DETAILS ui r" NO SCALE / /// �Q / • /T� STATE PROJECT NUMBER SHEET N0. POLE SCHEDULE / /// //�/ �� / MONTANA SID 1299 (003) 1 E-8 p ' OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTONSIGNAL IN LUMINAIRE LUMINAIRE LUMINAIRE RE /// ,��/ �/ •' 19TH & VALLEY CENTER-80ZEMAN SID u ITEM NO. TYPE LINE STATION f a0 v, N0. (i POLE 1 BASE DIA.X DEPTH LEFT ARROW RIGHT ARROW MASTARM MASTARM HEIGHT TYPE Q 1 617 163 900 3-A-900-0 40. 19TH AVE 14+61.6 20.5m LT ANCHOR 914 mm X 3963 mm 1 18.3 m 4.5 m _12.2_m 400 WATT // /// R/W S IGNAL INDICATIONS d 4 2 617 801 040 *EXISTING 0. 19TH AVE 14+97.3 0.7m LT ANCHOR 762 mm X 2439 mm 1 1 I3.5 m N 3 617 163 990 3-A-900-9 0. 19TH AVE 14+93.5 17.6m RT ANCHOR 914 mm X 3963 mm I 1 16.7 m 4.5 m 12.2 m 400 WATT // V O a - /// R LED mm LED mm R 300 mm LED LED LED 4 617 154 900 2-A-900-0 0. 19TH AVE i4+5�E ANCHOR 914 mm X 3963 mm I 18.3 m // � / / LED LED I + 21.7m RT. / • // //, / ( 300 mm . 300 mm Y 300 mm lu RESET E%ISTING SIGNAL STANDARD FROM THE NORTHEAST C NE I / G 300 mm & 300 mm G 0 c NOTE: R/W o, // �/ LED LED 300 mm LED 1. PULL BOX LOCATIONS ARE NOT EXACT �1- 2. EXISTING SIGNAL POLE FOUNDATIONS WERE + REMOVE & SALVAGE EXIST. / *ti // /// �/ / 300 mm Y&G SIGNAL STANDARD, SIGNAL // /// Q- �/ OO4 O© Oj O LED ++ o ABANDONED W PLACE. � INDICATIONS & MICROWAVE 4? '•" m DETECTOR UNIT /// ( 9 1 1 8 6 REQUIRED NEW TYPE 2 / - - CONC. PULL / 4 J BOXNEW --- EXISTNC 1, MULTI-USE PATH 16 /CONCT PULL / .� _ R/W b o -I /� C� // // BOX • ' `-i- �J ,_i +' L2 / NEW TYPE 2 _ �• L19 // ;'CONC. PULL _ II S �• I'BOX REMOVE & SALVAGE EXIST. Q - - - - �; ----- -.. ...- 1 , T/r /� ` ` ..11ii '' - I SIGNAL STANDARD & _ _ SIGNAL INDICATIONS �= � �_ _ ' K * NOTE: STEVE KELLER OF MDT, F' REMOVE & SALVAGE EXIST. �� � --- _ O PEDESTRIAN POLE & PEDESTRIAN INDICATIONS COMPLETED TURN ON AND NEW LUMINAIRE ' ^ ' ��- H INSPECTION ON 11/17/05 _ _ ITYP. 1 NEW TYPE 2 REMOVE & SALVAGE EXIST. 11 l r CONC. PULL PEDESTRIAN POLE & a - _ NO. g TH BOX PEDESTRIAN INDICATIONS NEW RAISED -A VC= / 1 ) �/ •� `PPB-L ;% NEW LUMINAIRE MEDIAN L PPB-R • �� (TYP.1 STA. IS+07.0 NEW TYPE I -�� _ REMOVE & SALVAGE _ -__ _ - / 1 EXIST. ADVANCE CONL�T7 _ _ - -= _�_____-= BOX C. PULL J • ❑ _ FLASHER ASSEMBLY 0 (A - - _.- _ __�� C¢__=- ❑ m ,.�/ _ ` NEW LIGHTING CONDUIT f TYP. > NEW LOOP DETECTORS NEW TYPE I ~c e TA. 16+21.I 11 ! lg ® (TYP. 1 i ~ `�`- CONC. PULL p°' < I EXIST. LUMINAIRE B / LT - ABANDON EXIST. yl ` BOX O)u L13 ABANDON EXIST. I TO BE REMOVED x / i LOOP DETECTORS 4 `- Q a as LOOP DETECTORS I ! - _ - (TYP. I J .o L 14 Z 12 L I, IST L 1 ABANDON EXIST. O l` ABANDON N PLACE lort (TYP.REMOVE &1DISPOSE O L23� / LOOP DETEC ORS > I / OF EXISTING WIRING / ro REMOVE & SALVAGE EXIST. MODEL 722 Q - -- a DETECTOR r 2 �• - ---- -- -------- - -,�_-_ / / a SIGNAL STANDARD, - 3tt� REMOVE & SALVAGE ----__ - _ �j SIGNAL INDICATIONS & g8 EXIST. ADVANCE _____ _ PEDESTRIAN INDICATION ➢; NEW TYPE I FLASHER ASSEMBLY NEW TYPE -�� -•,y O /�� O O _ `__ a c S NEW RAISED CONC. PULL C NEW LIGHTING �� _ MEDIAN CONDUIT (TYP. 1 BONG. PULL ` STA. L22 BOX 0 80X O© /� _� ` 1 NEW TYPE I 14+37.6 O C C `-_ \ l• _ CONC. PULL O BOX ! �� `` S ` S.�=A 1 3+25.4 L 21 I - I L4A �� Z n/O, ' �NEW TYPEPUL g L PPB-2 �� P� P' _ / T q V ` ` J CO NC. i- TYPICAL LOOP PLACEMENT R/W b m BO i 12 - } E, �o NOTE- I MO EL 722 ` _ STA. 14+67.7 ❑ ❑ OR LOCATE ANY UNDERGROUND / L3 L6 2t.3m LET. I - FACILITIES PRIOR TO ANY ` 3m - EXCAVATION AND PROTECT FROM DAMAGE. ( I 1I EXISTING UNDERGROUND SERVICE OIILI REUSE EXISTING TYPE BA 1 i CENTER ALL LOOPS IN THE LANE. N I 'IN SERVICE WIRING DIAGRAM CONTROLLER & REMOVE STA. 1LT. ON SHEET NO. E-141 EXISTING TYPE P PEDESTAL y 31.Om LT. PHASE DIAGRAM 31.Inn LT. 5 REMOVE & RESET EXIST. O \ SIGNAL STANDARD TO Y/ \ \ - STA. 14+97.3. 20.7m LT. d 7 Q]> 0 1 0 2 0 3 0 4 PPB - REMOVE & SALVAGE EXIST. 41 q m PPB f- --♦PPB SIGNAL ATIONS & 2 - NEW TYPE 3 \\\�\'��' / PE E PEDESTRIAN N ND CAT 0 9)�C O F 3 CONC. PULL ll `V'- REMOVE & SALVAGE N?w ��-- USOE� i I BOXES (STACKED) EXISTING 71-' 4 Llj 1- ♦- 1 �� NOTES: ' YAGI PULL BOX (TYP. ) + •,� ANTENNA PROJECT N0. SID 1299 (003 ) PPB 1. SEE SHEET NO. E-9 FOR LOOP DETECTORS SCHEDULE ^---� TRAFFIC SIGNAL s a 0 a 7 P1 8 _AND CONDUIT & WIRE SCHEDULE. _- N. 19TH AVE. & LONS DESIGNED ► _ 2. SEE SHEET NO. E- 14 FOR EAST VALLEY CENTER ROAD DRAWN S�D �l t� SERVICE WIRING DIAGRAM , B BOZEMAN CHECKED I v) I- REVISED PPB�- PPB REUSE EXISTING TYPE BA G A L L A TIN COUNTY REVISED TYYPERLER PL PEDESTALW SCALE 1:250 0 5 1 0 REVISED 2.5 7. STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) 1 E-9 f! 0 19TH & VALLEY CENTER-BOZEMAN SID � h o d N � O a Cq w O � E � 4 +� o ..r o U o rYh� CONDUIT AND WIRE SCHEDULE 3 OF 63 mm STEEL CONDUIT j 4 OF 16 AWG NO. 14 SIGNAL CABLE 2 OF EMERGENCY PREEMPTION CABLE II OF DETECTOR LOOP CABLE 3 OF AWG NO. 6 CONDUCTOR (SIGNAL) ® 41 mm STEEL CONDUIT p I OF IOmm COAXIAL CABLE 2 OF 63 mm PLASTIC CONDUIT 3 OF 16 AWG NO. 14 SIGNAL CABLE 9 OF LOOP CABLE 2 OF AWGENO.R8 CONDUCTOR (LIGHTING) oa I OF AWG NO. 10 CONDUCTOR (GROUND) =9 LOOP DETECTORS 2 of 63 mm PLASTIC CONDUIT 2 OF 16 AWG NO.T NNECIONS a SIGNAL CABLE DIMENSIONS NUMBER OF TURNS LOOP CO ASSOCIATED ®9 OF DETECTOR LOOP CABLE LOOP NO. (METERS) IN LOOP AT PULL BOX AT CONTROLLER VEH. PHASE 2 OF AWG NO. B CONDUCTOR (LIGHTING) I OF AWG NO. 10 CONDUCTOR (GROUND) L1 1.8 x 1.8 4 $FRIES 2 OF 53 mm PLASTIC CONDUIT L2 1.8 x 1.8 4 SERIES TO AMPLIFIER- 0 B 2 OF 16 AWG N0. 14 SIGNAL CABLE (n L3 1.8 x 1.8 4 ®5 OF DETECTOR LOOP CABLE Uj 2 OF AWG NO. 8 CONDUCTOR (LIGHTING) F L4A 1.8 x 1.8 4 SERIES OF AWG NO. 10 CONDUCTOR (CROUNO) ¢ y L4 I.Bx1.8 4 J TO AMPLIFIER- 0 8 - U LS I.6 x 1.8 4 SERIES 63 mm PLASTIC CONDUIT Q°i � L6 I.8 x 1.8 4 © I OF 16 AWG N0. 14 SIGNAL CABLE Ul L7 I..8 8 x x 1.I.8 8 4 SERIES TO AMPLff IER 5 OF DETECTOR LOOP CABLE L8 1 4 SERIES I OF AWG NO. 10 CONDUCTOR (GROUND) ¢e - D I L9 1.8 x I.8 4 _ 53 mm PLASTIC CONDUIT .6 g LID 1.8 x 1.8 4 1 OF 16 AWG N0. 14 SIGNAL CABLE LII 1.8 x 1.8 4 SERIES 3 OF DETECTOR LOOP CABLE Z L12 1.8 x 1.8 4 SERIES TO AWL IF IER- A I I OF AWG NO. 10 CONDUCTOR (GROUND) e L13 1.8 x 1.8 4 TO AMPLIFIER 0 6 41 mm PLASTIC CONDUIT L 14 1.8 x 1.8 4 TO AMPLIFIER- 6 ®3 OF DETECTOR LOOP CABLE ¢ L15 I.Bx1.8 4 ;<n L I6 1.8 x 1.8 4 SERIES SERIES TO AMPLIFIER- 0 4 Q 4I mm STEEL CONDUIT - 1� LIT 1.8x 1.8 4 J 1 OF DETECTOR LOOP CABLE LIRA 1.8 x 1.8 4 SERIES L19 I.B x 1.8 4 L19 1.B x I.B 4 TO AWL IER- 0 4 53 mm STEEL CONDUIT Q 1 OF I6 AWG N0. 14 SIGNAL CABLE y a L2O 1.B x I.8 q SERIES K 1 OF AWG N0. 10 CONDUCTOR (GROUND) L21 1.8 x 1.8 4 TO AWL IF ER- 53 mm STEEL CONDUIT L22 1.8 x 1.8 4 TO AMPLIFIER- i OF 16 AWG NO. 14 SIGNAL CABLE L23 1.8 x I.8 4 ©2 OF AWG N0. 8 CONDUCTOR (LIGHTING) L24 1.8 x 1.8 4 $FRIES 1 OF AWG NO. 10 CONDUCTOR (GROUND) L25 1.8 x 1.8 q SERIES TO AMPLIFIER- E S ®41 mm STEEL CONDUIT 2 OF DETECTOR LOOP CABLE 53 mm STEEL CONDUIT ® I OF 16 AWG N0. 14 SIGNAL CABLE I OF EMERGENCY PREEMP T)ON CABLE I OF AWG NO. 10 CONDUCTOR (GROUND) 53 mm STEEL CONDUIT QI OF 16 AWG NO. 14 SIGNAL CABLE 1 OF EMERGENCY PREEMPTION CABLE I OF 3 AWG NO. 14 CABLE (PHOTO ELEC. CONTROL) 2 OF AWG N0. 8 CONDUCTOR (LIGHTING) I OF AWG NO. 10 CONDUCTOR (GROUND) AP 41 mm PLASTIC CONDUIT 3 OF AWG NO. 6 CONDUCTOR (SIGNAL) 2 OF AWG NO. 8 CONDUCTOR (LIGHTING) I OF AWG NO. 10 CONDUCTOR (GROUND) I OF 3 AWG N0. 14 CABLE (PHOTO EL EC. CONTROL) 41 mm PLASTIC CONDUIT 4)21� 2 OF DETECTOR LOOP CABLE ,jQ D[ C OOG3D DG,lAM0NQ �z, q V U I _�W Ili U L U PROJECT NO. SID 1299 (003 m TRAFFIC SIGNAL I� N. 19TH AVE. & o-j o 3 DESIGNED EAST VALLEY CENTER ROAD W N io DRAWN 1 a`n CHECKED B O Z E M A N i j- REVISED GALLATIN COUNTY REVISED 0 5 10 REVISED SCALE = 1.250 2.5 7.5 NOTE: STATE PROJECT NUMBER SHEET NO. 19+05.92 POLE SCHEDULE PULL BOX LOCATIONS NEAR THE I MONTANA SID 1299 (003) E-10 TYPE P RT PEDESTRIAN RAMPS MAY NOT BE EXACT p o POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTON SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE 19TH & VALLEY CENTER BOZEMAN SID a0 In NO. ITEM N0. TYPE LINE STATION POLE) BASE DIA.X DEPTH �- -� MASTARM MASTARM HEIGHT TYPE 1 + LEFT ARROW RIGHT ARROW Q o 18 617 154 900 2-A-900-0 40. 19TH AVE i9+06. 1 ANCHOR 914 mm X 3963 mm 1 1 18.3 m PHASE DIAGRAM d 19 617 163 900 3-A-900-0 40. 19TH AVE 19+09.9 19.4m LT ANCHOR 914 mm X 3963 mm 1 I I8.3 m 4.5 m_ 12._2 m 400 WATT 20 617 163 990 3-A-900-9 40. 19TH AVE 19+38.8 ANCHOR 914 mm X 3963 mm 1 1 16.7 m 4.5 m 12.2 m 400 WATT 0 ` 2I 617 154 000 2-A-900-0 40. 19TH AVE 19+42.7 17.2m LT ANCHOR 914 mm X 3963 mm 1 1 18.3 m 0 1 0 2 1 0 3 0 4 PP _T I c CONDUIT AND WIRE SCHEDULE la.am RT SIGNAL INDICATIONS 1- NOTES% u 3 OF 63 mm STEEL CONDUIT 300 mm Ln I. SEE SHEET NO. E- 19 FOR T� 1 F Z 4 OF 16 AwG NO. 14 SIGNAL CABLE R LED R 300 mm LED R 300 mm LED LED LED •'' a AA 2 OF EMERGENCY PREEMPTION CABLE SERVICE S-3 DETAILS. 10 OF DETECTOR LOOP CABLE Y 300 mm Y 300 mm Y 300 mm U p 3 OF AWG NO. 4 CONDUCTOR (SIGNAL) J PPB 4-- -- ♦ PPB G Lop mm G 300 mm LED G 300 mm LED m Q 2. SEE SHEET N0. E- 15 FORPPB ® 41mm STEEL CONDUIT 300 mm Y&G 300 mm Y&G Lug :' SERVICE WIRING DIAGRAM 0 5 0 6 0 7 0 8 PPB I OF IOmm COAXIAL CABLE 2 ] 4 LED LED IIqII � PPB - --♦PPB ©OO OO O 8 REQUIRED <E Alllo .� 63 mm PLASTIC CONDUIT I 5 1 A III Q © I OF 16 AWG N0. 14 SIGNAL CABLE v� - I OF EMERGENCY PREEMPTION CABLE O O O 4 3 OF DETECTOR LOOP CABLE ¢ . I OF AWG NO. IO CONDUCTOR (GROUND) N a + �- jI (� NEW TYPE I „ • 2 OF 53 Aw PLASTIC CONDUIT 1 no 2 OF 16 AWC N0. 14 SIGNAL CABLE 1 ^ �O CONC. PULL „ I ', � {/ PPB ®5 OF DETECTOR LOOP CABLE 9+ BOX „ f,o �I 3 OF AWG N0, 4 CONDUCTOR (SIGNAL( R/W „ L14 _ NEW TYPE 2 N ff � G EW TYPE 3 R/W O 53 mm PLASTIC CONDUIT CONC. PULL •� ( L13 ff CONC. PULL BOX ^ / II � I OF 16 AWG N0. 14 SIGNAL CABLE BOX - 2 OF DETECTOR LOOP CABLE - F •• - _ _ - --- ,� O ��ry-�/7� -�V JL��Fl- - �-1- /r -- 2 OF AWG N0. 8 CONDUCTOR (LIGHTING) t. _I - r1 f - --- - _ `1 ------------ \/ -- - - NEW-LIGHTING. o - iTf_ CONDUIT ITYP.) 1 OF AWG NO. 10 CONDUCTOR (GROUND) 53 mm STEEL CONDUIT ' _ _� -------- ----------------- - 1 OF 16 AWC NO. 14 SIGNAL CABLE Q 2 OF AWG N0. 8 CONDUCTOR (LIGHTING) LIS L12 - 1 OF AWG N0. 10 CONDUCTOR (GROUND) ------------------- \\-- ---- O STA. 19+32.5 _ ©53 mm STEEL CONDUIT 1 16.3m RT. ��, 1 OF 16 AWG N0. 14 SIGNAL CABLE _-_ I _$- I OF AWG NO. 10 CONDUCTOR (GROUND( �`- s __ TO SERVICE (n PPB-R Pp -L D I ` o N o S-3 LL) 41 mm STEEL CONDUIT `/ - f t EW TYPE I Q o Q I OF DETECTOR LOOP CABLE N O. 1 9 T H AVE.E. I O I F F N LONC. PULL NEW RAISED NEW TYPE I m a o o OX w` 53 mm STEEL CONDUIT C7, 8 1 OF 16 AWG NO. 14 SIGNAL CABLE MEDIAN CONC. PULL a Q_ I NEW LOOP DETECTORS u Q I OF EMERGENCY PREEMPTION CABLE STA. 19+55.3 BOX 2 E� ' (TYP. ) t m L Q a1 2 OF AWG NO. 8 CONDUCTOR (LIGHTING) ___=c c____ ____ ____ _____ I OF AWG N0. 10 CONDUCTOR (GROUND) L 18I I L 19 NEW RAISED° 53 mm STEEL CONDUIT L20 s MEDIAN Q I OF 16 AWG N0. 14 SIGNAL CABLE STA. 20+68.1 L9 L8 L7 -- Z „ K I OF EMERGENCY PREEMPTION CABLE ® I I j STA. I7+93.7 I OF AWG NO. 10 CONDUCTOR (GROUND) Q~ I NEW TYPE t STA. 18+95.5 - Q 41 mm PLASTIC AS7IC CONDUIT LID �� a O I ONC. PULL ti 3 OF DETECTOR LOOP CABLE a d BOX NEW _ I LI I (TYP AIR � PPB-L PPB-R /O DMODEL ETECTOR 1(TYPEW LUMINAIRE ®310E mAWG NO. 4CONDUIT CONDUCTOR (SIGNAL) s O O 0 _ N0. 19TH AVE . 7 6 STA. 19t18.1 a. 41 mm PLASTIC CONDUIT _ i6.3m LT. © 2 OF DETECTOR LOOP CABLE ------ --- - --- - - NEW TYPE I \ -'� _ - ---- ---------- " -- - - --- - q ----- -------- -------------------- _ II �� ----- - L4 NEW TYPE I � --<� r.-- _ CONC. PULL � -_ CONC. PULL NEW LIGHTING BOX � f - 80X CONDUIT ITYP.) N N - , (� NEW LIGHTING ----------- ^------ `J CONDUIT (TYP, 1 R/W II .� f1 L 4A NOTE: II L .. --r- '�r ,� NOTE: STEVE KELLER OF MDT. LOCATE ANY UNDERGROUND II K f;f to Lz �L5 ;,' COMPLETED TURN ON AND FACILITIES PRIOR TO ANY I ' INSPECTION OF SIGNAL BEFORE I ww EXCAVATION AND PROTECT _I NEW TYPE z fa L3 L6 PUTTING INTO SERVICE. FROM DAMAGE. CONC. PULL BOX ' NEW EASEMENT ;f TYPICAL LOOP PLACEMENT LOOP DETECTORS \ LOOP CONNECTIONS = oYl V '^ R/W ❑ ❑ DIMENSIONS NUMBER OF TURNS ASSOCIATED IILI LOOP N0. {METERS) IN LOOP AT PULL BOX AT CONTROLLER VEH. PHASE C--) r LI I.8 x 1.8 4 SERIES mF -' NEW EASEMENT ✓ �� 3m L2 I.8 x 1.8 4 SERIES TO AMPLIFIER- 0 7 - L3 I.8x 1.8 _ 4 CD E 1 L41A 1.8 x 1.8 4 SERIES <r ��' - CENTER ALL LOOPS IN THE LANE. L4 (.8 x 1.8 4 ^^ ❑', TO AMPLIFIER- 0 4 (n Ww L5 I.Bx 1.8 4 � r ((o��II Io � I0 U D L6_ _ 1.B x_I_8_ 4 SERIES - �' w,f Ln]L O L�V) D lll�[n\ LIV Il l�l v,�W L7 I.ex 1.8 4 Z • '1 W Iu T LB I.B x 1.8 4 SERIES I .��4 ,� `� rAG1 SERIES TO AMPLIFIER- 0 5 11 Q f/ -- ANTENNA L9_ I.8 x_1.9_ 4 uo 1.8x1.8 _ -4 TO AMPLIFIER- j PROJECT NO. SID 1299 (003 ) L11 I.8 x 1.8 4 TO AMPLIFIER- 1111 I C ..I o L12 I.Bx 1.8 4 _ --- II L13 1.8x1.8 q SERIES SERIES TOAAIPLIFIER- 03 11 - ---�t`�s ,�� TRAFFIC SIGNAL N _ L 1 4 _ I.8 x 1.8 4 11 2 - NEW TYPE 3 N � L15A I.Bx 1.6 4 SERIES W CONC. PULL /�. N. 19TH AVE. & z LI5 1.8x 1.8 4 11 '� \ 4 0 0 DESIGNED L 16 1.8 x 1.8 4 TO AMPLIFIER- 0 8 BOXES (STACKED) SERIES R'W 11 • ' `� CATTAIL ST. DRAWN L 17 1.8 x 1.6 4 I ,I LNd L n L 18 I.8 x 1.8 4 v CHECKED L19 1.8 x I.8 4 SERIES SERIES TO AMPLIFIER MAN REVISED L20 1.8x I.e 4 R/W GALLATIN COUNTY REVISED _ L21 -1_8 x 1_8_, 4 TO AMPLIFIER- 6 NEW TYPE I 0 5 10 L22 I.8 x C B 4 TO AMPLIFIER- 0 6 CONC. PULL NEW TYPE BA CONTROLLER SCALE 1:250 REVISED BOX & TYPE P PEDESTAL 1 2.5 7.5 STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) E-11 t7 LOOP DETECTORS 19TH & VALLEY CENTER-BOZEMAN SID IA r^ LOOP CONNECTIONS LOOP NO. DIMENSIONS NUMBER OF TURNS ASSOCIATED (METERS) IN LOOP AT PULL BOX AT CONTROLLER IVEH. PHASE O = N L I 1.B x 1.8 4 TO AMPLIFIER- 0 2 * L2 I.8 x 1.8 4 TO AMPLIFIER- 0 2 w O E I n w o � a z O o Q p O + p + Lf) Y•' N e + � L.Li N REMOVE & SALVAGE ~ ABANDON EXIST. EXIST. ADVANCE x 41mm PLASTIC CONDUIT FLASHER ASSEMBLY REMOVE & SALVAGE Q IN PLACE EXIST. TYPE I R/W REMOVE & DISPOSE CONIC. PULL CoOF EXISTING WIRING NEW TYPE 1 BOX (TYP. ) OIT P• ) CONIC. PULL BOX - NEWPL'MINAIRE R/W lu' � R/W - - Z _ _ a - - SV9 - - - SVO - - - - - SVO — `S�- ti - - - _ _'_ _ - S A- EXIST. TYPE 2 f r Al _ ----�r� --- -- --- - ----- --- ---------------------------- - - -_- LCi�I R1,14pl CONIC. PULL • BOX -- - ABANDON EXIST. / EXIST. TYPE 3 IL \t- = �1 -- -- -- - LI - - ��LOOP DETECTOR CONC. PULL L2 - - - - - - - - - - - - - �� BOX r I n C ��� .- m NEW LOOP DETECTORS - ---.�- ----- - -------------------------------- --�-OIC- � 1 -----------��--------------- ----- w===NO. 19TH AVU .-- Q � � r a ----- - STA. 25+94.7- - - - - - - - - - - - - - - - - --•EXISTING TYPE 8A CONTROLLER _ U W & TYPE D PEDESTAL �'> 10 USE AS IS - EXIST. TYPE I d'- _ ¢mod CONIC. PULL o --- ------ -------------- --------- ---------------_ R/W BOX ,z _ n � m R/W NEW LIGHTING,/ R/W CONDUIT (TYP. ) CE N $ i EXISTING SIGNAL s STANDARD (TYP. ) - dv C NF \ R/W �f \ EXISTING SIGNAL CONDUIT (TYP. 1 NOTE: PEE• EXISTING LOOP LOCATE ANY UNDERGROUND ` DETECTORS (TYP. )� FACILITIES PRIOR TO ANY R/W Ill EXCAVATION AND PROTECT N ' E(/W FROM DAMAGE. CONDUIT AND WIRE SCHEDULE R/W 4 OF 53 mm STEEL CONDUIT USE AS IS LLf A 4 OF EXIST 9 AWG N0. 14 SIGNAL CABLE (SIGNAL) 2 OF EXIST. I6 AWG N0. 14 SIGNAL CABLE (SIGNAL) Z 8 OF EXIST. DETECTOR LOOP CABLE (SIGNAL) Q 3 OF EXIST. AWG NO. 6 CONDUCTOR (SIGNAL) REMOVE OF EXIST. 2 A NO. 14PHASE DIAGRAM I OF EXIST. DETECTOR LOOPSABLE CABLE IGNAL C(SIGNAL)LASHER) NEW 2 OF NEW DETECTOR LOOP CABLE (SIGNAL) L1J C' I 0 2 0 3 0 4 PPB 2 OF 53 mm STEEL CONDUIT 15 W PPB -/I\- - -�PPR ISOF"EXIST. 16 AWG NO. 14 SIGNAL CABLE (SIGNAL) OOP CABLE (SIGNAL) W W O x NOT NOT I ® 3 OF EXOF I DETECTOR L ST. AWGNO. 6CONDUCTOR ISIGNALI p o p W k USED ♦a LISF_D 1 I 2 OF EXIST. AWG NO. 8 CONDUCTOR )LIGHTING) D) IT O�D Q I I OF EXIST. AWG N0. 10 CONDUCTOR (GROUN W 2 ~ 1 I REMOVE OF 2 AWG NO. t4 SIGNAL CABLE (FLASHER) Q W U i I OF EXIST. DETECTOR LOOP CABLE (SIGNAL) PPB NEW EOF NEW DETECTOR LOOP CABLE (SIGNAL) PROJECT N 0. SID 1299 f 0 0 3 f r, q 0 5 0 6 /1 0 7 0 B PPB I OF 41 mm PLASTIC CONDUIT _5 DSE AS IS ADVANCE FLASHER & IREMOVE%I OF EXIST. DETECTOR LOOP CABLE (SIGNAL) OF ST. AWC NO. 10 CONDUCTOR (GROUND) © ADVANCE DETECTOR L 0 0 P S NOT I I OF EXIST. 2 AWG NO. 14 SIGNAL CABLE (FLASHER) --l. ( I OF EXIST. DETECTOR LOOP CABLE IS ) 20c3 DESIGNED usrD usEn I 4 NEW N. 19TH AVE. & BAXTER LANE DRAWN I 2 OF NEW DETECTOR LOOP CABLE ISIGNALI PPB - - - ♦ PF13 NEW BOZEMAN CHECKED v 41 mm PLASTIC CONDUIT alai 1 REVISED PPB 2 OF NEW DETECTOR LOOP CABLE (SIGNAL) GALL A T IN COUNTY REVISED 0 10 20 REVISED SCALE = 1:500 5 15 STATE I PROJECT NUMBER SHEET NO. +� LUMINAIRES WERE MOVED TO AVOID CONFLICTS MONTANA SID 1299 (003) 1 E-12 POLE SCHEDULE WITH CULVERTS AND UTILITIES 9TFI & VALLEY CENTER-BOZEMAN SID q POLE OFFSET TYPE POLE FOUNDATION LUMINAIRE LUMINAIRE * LUMINAIRE NO. ITEM N0. TYPE LINE STATION k POLE) BASE DIA.X DEPTH MASTARM HEIGHT TYPE d N ; I 617 100 560 10-A-500-6 NO. 19TH AVE. 13+05.8 2I.8m L7 BREAKAWAY 762mmx1829mm 4.5m 12.2m *400W HPSV o 2 617 100 560 10-A-500-6 NO. 19TH AVE. 13+06.6 15.8m RT BREAKAWAY 762mmx1829mm 4.5m 12.2m CO 3 617 100 560 10-A-500-6 NO. 197H AVE. 13+37.6 15. 1m LT BREAKAWAY 762mmxl829mm 4.5m _ 12.2m ,N 4 617 100 560 110-A-500-6 NO. 19TH AVE. 13+68.6 18.3m RT BREAKAWAY 762mmx1829mm 4.5m 12.2m c 5 SEE POLE SCHEDULE - THIS SHEET F 6 617 100 61 NO. 19TH AVE.1 14+30.6 118.3m RTI BREAKAWAY 1762mmxl829mm I 4.5m 1 12.2m 7 617 100 560 110-A-500-6 NO. 19TH AVE.1 15+16.4 118.3m LTI BREAKAWAY 1762mmxl829mm I 4.5m I 12.2m a 8 617 100 560 110-A-500-6 NO. 19TH AVE.1 15+46.6 114.7m RTI BREAKAWAY 1762MMX1829mm 1 4.5m 1 12.2m Q 0 9 SEE POLE SCHEDULE - THIS SHEET 010 617 100 560 10-A-500-6 NO. 19TH AVE. +6+9B-& 15.8m RT BREAKAWAY 762mmx1829mm 4.5m 12.2m e" ''•a• it 16+43.5 18.3m LT 16+84.0 14.7m RT *40OW HPSV a 13 17+24 5 17.Om LT ***40OW HPSV W ]T+67 16.6m RT 1 I +4 0 IB 3m RT 17 617 100 560 10-A-500-6 N0. 19TH AVE. 18+81.0 14.7m LT BREAKAWAY 762mmxi829mm 4.5m 12.2m lklltlk00w HPSV 18 SEE SHEET NO. E-10 19 SEE SHEET NO. E-10 20 SEE SHEET NO. E-10 OO 21 SEE SHEET NO. E-10 22 617 100 560 10-A-500-6 NO. 19TH AVE. 19+77.9 14.7m LT BREAKAWAY 762mmx1829mm 4.5m 12.2m ***400W HPSV � 23 20+19.9 14.7m RT d 24 20+61.9 14.7m LT ra 5 21+03.9 14.7m RT PULL BOX SCHEDULE 2 I+4 .9 14.7m T + PULL 28 + 7 9 14 T BOX ITEM NO. TYPE LINE STATION OFFSET 29 + (EL BOX) NO. (n� + I OMITTED w32 m 2 616 480 000 CONC. TYPE I NO. 19TH AVE 13+04.5 46.6m LT33 + 3 616 480 000 CONC, TYPE 1 13+13.7 16.3m RT 4 616 490 000 CONC. _- TYPE 1 13+13.7 17.3m LT OW 35 + REUSE EXISTING 5 616 480 000 CONC. - TYPE I 16+2 +6+58.2• 18.3m LT 36 + 6 16+2 +&+-� 15.Om RT Q37 26+07.9 14,7m R 1 7 23+15.8 14.7m LT as38 26+49.98 NO. 197H AVE 23+15.8 14.7m RT Z + **0400W HPSV 9 VALLEY CNTR. 74+87.4 16.2m LT A I VALLEY CNTR. 69+83.4 11.7m L I OOW HPSV 10 74+87.4 16.2m RT 70+32.4 14. 1m R 11 80+19.3 18.2m RT 70+81.4 11.gm L12 616 480 000 CONC. - TYPE I VALLEY CNTR. 80+19.3 16.2m LT ;h + -- + ❑2 - PULL BOX NUMBER AS SHOWN ON PLAN SHEETS to T3+79.4 16.2m R 14 75+22.4 16.2m RT 21 77+68.9 16.2m LT m m _ _ _ + ***40OW HPSV `t 3 W - - - +29 617 100 560 - - - 1001 DmQw0Na I�WU + TI 4 w i _ _ _ + ***40OW HPSV "� PROJECT NO. SID 1299 (003 ) �k LUMINAIRE DISTRIBUTION IS MEDIUM CUTOFF LUMINAIRE DISTRIBUTION IS MEDIUM CUTOFF +knelt LUMINAIRE DISTRIBUTION IS MEDIUM CUTOFF TYPE III (SAG/DIFFUSED LENS) TYPE II (SAG/CLEAR LENS) TYPE III (SAG/CLEAR LENS) b ROADWAY LIGHTING a ti POLE SCHEDULE N. 19TH AVE. & 2a°; DESIGNED EAST VALLEY CENTER ROAD r.Lo DRAWN POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTO SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE BOZEMAN oN�2 ITEM NO. TYPE LINE STATION +- -+• v v CHECKED NO. f�L POLE) BASE DIA.X DEPTH LEFT ARROW RIGHT ARROW1 MASTARM MASTARM HEIGHT TYPE Q); REVISED 5 617 163 540 3-A-500-4 0. 19TH AVE. 13+99.6 18.4m LT ANCHOR 762 mm X 2439 mm 9.0 m 4.5 m 12.2 m 4t400 WATT G AL L A T IN COUNTY REVISED 9 617 163 900 3-A-900-0 0. 19TH AVE 15+74.9 120.3m LT ANCHOR 914 mm X 3963 mm 18.3 m 4.5 m 12.2 m 1k400 WATT NO SCALE REVISED !I S- I STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) E-13 14 u CIRCUIT A CIRCUIT 8 CIRCUIT C CIRCUIT D 19TH & VALLEY CENTER-BOZEMAN SID td � B N 1201240 I I I NEW AWG NO. 4 GROUND SERVICE VOLT NEW AWG N0. _ _ 10 NEW AWG NO. 4 EXISTING w NEW AWG NO. 10 GROUND I I POWPOPERY L AIN BUS O NEW AWG NO. 8 GROUND CU. M F I I NEW AWG NO. 6 I Z EXIST. AWG NO. 8 GROUN NEW AWG NO. 8 GROUN o EXISTING -4-1 DO NOT DISTURB 1� I1 —1 ,--EXIST. CIRCUIT BREAKER EXIST. AWG NO. 6 NEW AWG NO. 6 -- U O I SINGLE AMP,2 POLE. LIGHTNING ARRESTOR SINGLE THROW CIRCUIT B ___— NEW AWG N0. 10 I / EXISTING D IREC T — I I REMOVE EXISTING I I BURY POWER ———— - -— -— —-— —-—- - —-— NEW AWG N0. 10 GROUND 40 AMP, 2 POLE. SINGLE THROW I I I EXISTING 8 CIRCUIT BREAKER AND I I N.E.M.A. TYPE 3R INS17 —.—.—.— —.—. _ - I — — — -— - -—- 17 too AMP, 2W POLE. I i CABINET IT 7 SINGLE THROW — __ 22 CIRCUIT BREAKER 1 I I I EXISTING QoQ Z C I j AWG NO.4 1 J J BARE EXIST(NG AWG NO.6 ---_ I I I I L TO EXIST.SIGNAL NEW AWG N0. I I I I I —— ———' CONTROLLER NEW AWG NO. 6 EXISTING _L —————_ GROUND ROD — K_ NEW AWG NO. 10 GROUN `EXISTING iNEW AWG NO. 8 GROUND NEW AWG NO.6 GROUND NEW _ _ =- AWG NO.4 2 4 6 AWG NO.6 GROUND i TO BREAKER GROUND LUG (TYP.) PANEL EXISTING PULL BOX I AWG NO. 10 EXIST. AWG N0. 8 GROUND- ^ _______.__ INSIDE POLES u) EXIST. AWG No. 6 1 1 2� -- a 1 (TYP. ) S- I MODIFIED SERVICE WIRING DIAGRAM (MAIN DISCONNECT) LLI 0 Q c CIRCUIT C ----��+---I- - - - - - - --------- '--------- (III a n EXISTING DIRECT —— —_ t NEW AWG N0. 10 POLE BASE (TYP. ) BURY POWER NEW AWG NO. 10 GROUND 44 NEW AWG NO. 8 GROUN I I IFROM NEW DISCONNECT ! CIRCUIT BREAKER o NEW AWG NIN 0. 6 NEW PULL BOX (TYP. ) I I 30 AMP,2 POLE. Z cEXIST. AWG N0. 4 NEW SINGLE THROW NEW AWG N0.4 (CIRCUIT B) . CIRCUIT BREAKER > DEXIS T. AWG N0. 4 GROUND 40 AMP,2 POLE, CU. MAIN BUS <L m I (TYP. ) SINGLE THROW 7, (CIRCUIT C) WIRING DIAGRAM CIRCUIT D y BURY EXISTING DIRECT NEW NEW POWER BARE AWG NO.6--- _ CIRCUIT BREAKER 30 AMP,2 POLE. jm SINGLE THROW FROM BREAKER PANEL NEW (CIRCUIT O) (CIRCUIT D) EXISTING CIRCUIT BREAKER FROM BREAKER PANEL PHOTO-ELECTRIC 30 AMP,2 POLE, ' (CIRCUIT C) CONTROL SINGLE THROW FROM BREAKER PANEL (CIRCUIT A) (CIRCUIT 8)FROM BREAKER PANEL EXISTING (CIRCUIT A) CONDUCTORS / � NEW AWG N0.4 FROM BREAKER N.E.M.A. TYPE 3R' TO RELAY PANEL PANEL I CABINET (CIRCUIT O) — AWG N0.6 30 AA_P_RELAY_ _ 40_AMP_ RELAY 30 AMP RELAY o 2 POL 2 POLE, 2 POLE, EXISTING TO RELAY PANEL SINGLE THROW SINGLE THROW SINGLE THROW AUTO OFF-MANUAL (CIRCUIT CI 18 (CIRCUIT B) (CIRCUIT CI (CIRCUIT D) SWITCH NEW —AWG NO' 6 INDICATES NEW WATERTIGHT CONNECTOR, NEW AWG NO.6 GROUND TO RELAY PANEL SEE DETAIL DRAWING ON SHEET E-2 AWG NO.6 GROUND -- (CIRCUIT B) -SUPPLY FUSED CONNECTORS THAT ARE MIDGET AWG NO.10 FERRULE TYPE RATED AT 10 AMPS FOR 30 AMP RELAY #3 D� Tp� TO RELAY PANEL TO RELAY PANEL (CIRCUIT A) PHOTO-ELECTRIC 400 WATT LUMINAIRES. 2 POLE,SINGLE THROW CONTROL (CIRCUIT A) TO RELAY PANEL S- I NEW SERVICE WIRING DIAGRAM (BREAKER PANEL ) C�)a EXISTING W k N.E. CABINET PE 3R AWG NO.4 Go IE D D f D D m[!-i\�w LI u V\�J W v AWG N0.4-- �' W GROUND TO LUMINAIRES ixl l'-Ir TAWCNO.8--- (CIRCUIT D) c)°�`' ND AWG NO. 10 GROUND - GROUND 8 —AWC N0.6 PROJECT N 0. SID 1299 (0 0 3 ) TO LUMINAIRES b al (CIRCUIT C) ROADWAY LIGHTING —AWG N0.6 N f A TO LUMINAIRES N. 1 9TH AVE. & - (CIRCUIT 6) o 3 DESIGNED EAST VALLEY CENTER ROAD iQ N DRAWN AWG NO.10 TO LUMINAIRES BOZ E MAN v v CHECKED (CIRCUIT A) v 1 REVISED GALLATIN COUNTY REVISED S- I MODIFIED SERVICE WIRING DIAGRAM (RELAY PANEL ) REVISED NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) E-14 m 19TH & VALLEY CENTER-BOZEMAN SID a v, 1 PULL BOX (TYP.) o POLE BASE (TYP. )fGRO N UND LUG (TYP. ) O a w AWG N 10 2 NSIDEOPOLES (TYP. 1 AWG NO. 10 GROUND (TYP. ) *N II/✓ t AWG NO. 8 (TYP. ) E PHOTO ELECTRIC CONTROL AWG NO. 10 GROUND (TYP. ) 1 AWG NO. 8 (TYP. ) a 2 20 2 — — — — — — — — — — 2 2 � I w I I m AWG NO. 10 GROUND (TYP. ) w` W 3 AWG NO. CABLE o AWG NO. 8 (TYP. ) N ak Q d LL C Z N 1� rr Q ti �8 �V WIRING DIAGRAM 120/240 VOLTvi: PHOTO-ELECTRIC CONTROL SERVICEOUNT ON POLE NO. I EEMOUNTING DETAIL ON AWG NO.6 - HEET NO. E-4 METER BASENEW 3 AWG NO.14 CABLE CIRCUIT BREAKER LIGHTNING ARRESTER- 30 AMP,2 POLE, (Y118 SINGLE THROW nn INDICATES NEW WATERTIGHT CONNECTOR, CIRCUIT BREAKER------ AUTO-OFF-MANUAL SEE DETAIL DRAWING ON SHEET E-2 sNGLE60 �THROwE o a aswlTCHH IE 1 O nD D nn "nmv w SUPPLY FUSED CONNECTORS THAT ARE MIDGET I30 AMP RELAYUULf7 Ln1 VV IJVFERRULE TYPE RATED AT 10 AMPS FORN.E.M.A. TYPE 3RPOLE,SINGLE THRow 400 WATT LUMINAIRES. I CABINET NEW PROJECT NO. SID 1299 (003 ) c o m BARE AWG NO. - -( III 1 1 AWG N0.8 _ _ ROADWAY LIGHTING Q 0 2 GROUND ROD- - - i i I I �L--------_---- TO LUMINAIRES N Q- NEW I -�i1 NEW N. 19TH AVE. z AWG NO.6 I AWG NO.10 GROUND A - DESIGNED NEW I L (GROUND)--- TO SIGNAL EAST VALLEY CENTER ROAD .)u o AWG N0.6 GROUND 1 1120YVOLTS)-- CONTROLLER 1 DRAWN �____ 0 02 - 1 CHECKED BOZEMAN f'I 1 REVISED S-2 EXISTING SERVICE WIRING DIAGRAM GALLATIN COUNTY REVISED REVISED NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) 1 E-15 19TH & VALLEY CENTER-BOZEMAN SID q 2 — — a0 v 2 N � AWG N0. 10 GROUND (TYP. ) AWG NO. 10 GROUND (TYP. 19 AWG NO. 8 (TYP. 1 CG t = AWG N0. 8 (TYP. ) AWG N0. 10 GROUND (TYP. w V 0 c POLE BASE (TYP. ) PULL BOX (TYT', I AWG NO. B (TYP. ) I NO LUG ITYP. 10AWG NO. 10INSIDE POLEITYP. 1 9 11 I 13 15 17 AWG NO. 8 (TYP. PHOTO ELECTRIC CONTROL Q AWG NO. 10 GROUND (TYP. k(TYP. 10 I 12 14 16 20 a —.-- -—-— -— —-—-—- -+2'0'— --- ---- -- — g — -- -_20 ---- -- 2 �31 .I .1 N00 AWG NO. 10 GR I I AWG NO. 10 GROUND (TYP. 1 UJ AWG N0. B (TYP. 1 AWG N0. B ITYP. 1 c g 3 AWG N0.14 CABLE I I AWG NO. 8 (TYP. ) Q d a e� 18 0 AWG NO. 8 (TYP. ) I I AWG N0. 10 GROUND (TYP. ) cn U _ <r AWG NO. 10 GROUND (TYP. ) 0 d5 e Z c �:ti CIRCUIT A CIRCUIT B cc- Q z E 3 S' 3 IB - INDICATES NEW WATERTIGHT CONNECTOR, SEE DETAIL DRAWING ON SHEET E-2 m SUPPLY FUSED CONNECTORS THAT ARE MIDGET WIRING DIAGRAM FERRULE TYPE RATED AT 10 AMPS FOR 400 WATT LUMINAIRES. 120/240 VOLT 1201240 VOLT PHOTO-ELECTRIC CONTROL SERVICE SERVICE MOUNT ON POLE NO. 12 SEE MOUNTING DETAIL ON SHEET NO. E-4 AWG NO.4 AWG NO.4 METER BASE _---3 AWG N0.14 CABLE LIGHTNING ARRESTOR METER BASE CIRCUIT BREAKER 30 AMP.2 POLE, SINGLE THROW CIRCUIT BREAKER (CIRCUIT A) 60 AM',I POLE } LIGHTNING ARRESTOR SINGLE THROW AUTO-OFF-MANUAL (TYPICAL 1 AWG NO.6- SWITCH CIRCUIT BREAKER N.E.M.A. TYPE 3R 30 AMP,2 POLE. >-r CABINET SINGLE THROW �6i (CIRCUIT B) RECORD n `/l� ] M'f� lu Lu 4 J 30 AMP RELAY 30 AMP RELAY R E C O R D D H W lJ ll u I1 V ,v BARE AWG NO.6 2 POLE,SINGLE THROW— 2 POLE,SINGLE THROW ,Ili - (CIRCUIT B) (CIRCUIT A) uj n tr<� GROUND ROD N.E.M.A. TYPE 3R- PROJECT NO. SID 1299 (003 ) CABINET AING NO. --AWG NO.8 t BARE AWG NO.6 GROUND 10 TO LUMINAIRES v AWG No.4 (CIRCUIT A) ROADWAY LIGHTING V L NEUTTRALII TO SIGNAL GROUND ROD - �_ -AWG NO.8 N. 1 9 T H AVE. gc CONTROLLER EAST VALLEY CENTER ROAD N n uzo varsl TO LUMINAIRES _ AWG NO.10 GROUND (CIRCUIT B) 3 DESIGNED DRAWN SERVICE WIRING DIAGRAM (S-3 ) SERVICE WIRING DIAGRAM (S-3) BOZEMAN o c2 v-a. ,, CHECKED d- �N LREVISED G A L L A T I N COUNTY NO SCALE STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) 1 E-16 U C 19TH & VALLEY CENTER-BOZEMAN SID m S-4 N C a tCIRCUIT CIRCUIT B 0 3 AWG NO.14 CABLE AWG NO. 6 (TYP. ) E �.a m AWG NO. 6 (TYP. n AWG NO. 10 GROUND (TYP.) U o AWG NO. 10 GROUND (TYP. AWG NO. 10 GROUND (TYP. AWG NO. 10 GROUND ITYP. POLE BASE (TYP. )f sy� LUG (TYP. ) — —AWG N0. 6 (TYP. ) — — — — — — — — — — — AWG N0. 6 (TYP. ) — — �fBN20 8 7 AWG N0. 10 I - 1 INSIDE POLE � (TYP. ) 24 26 28 30 32 34 36 38 II J AWG NO. 10 GROUND (TYP. 1 d a PHOTO ELECTRIC AWG N0. 6 (TYP. ) CONTROL � I 23 %25 27 29 I 31 33 35 37 39 LLII- c a. 7 -—.—.—'—'—' 20�iq — — —- —-—'— 8 7 UO W 7 10 _ o� (n� AWG NO. 10 GROUND ITYP. I AWG NO. 10 GROUND (TYP. ) Q PULL BOX (TYP. ) AWG NO. 6 (TYP.) AWG NO. 6 ITYP. 1 m75 v t Z S a , ;a FN WIRING DIAGRAM gm 120/240 VOLT PHOTO-ELECTRIC CONTROL SERVICE MOUNT ON POLE NO. 30 _ _--SEE MOUNTING DETAIL ON SHEET NO. E-4 AWG N0.6 _ ---3 AWG NO.14 CABLE METER BASE -CIRCUIT BREAKER 30 AMP,2 POLE, IB SINGLE THROW INDICATES NEW WATERTIGHT CONNECTOR, (CIRCUIT A) SEE DETAIL DRAWING ON SHEET E 2 LIGHTNING ARRESTOR - AUTO-OFF-MANUAL (TYPICAL) AWG NO.6 SWITCH almm SUPPLY FUSED CONNECTORS THAT ARE MIDGET CIRCUIT BREAKER FERRULE TYPE RATED AT 10 AMPS FOR 30 AMP,2 POLE, w w 400 WATT ATT LUMINAIRES. SINGLE THROW d ,30 (CIRCUIT B) RIEc0IN D DIN AR g H a W?i 30 AMP RELAY - 30 AMP RELAY 9 2 c, 2 POLE,SINGLE THROW- 2 POLE,SINGLE THROW (CIRCUIT B) (CIRCUIT A) PROJECT NO. SID 1299 (003 N.E.M.A. TYPE 3R/ CABINET AWG NO.6 ROADWAY LIGHTING O J.1 AING NO. ___[ o - BARE AWG NO.6-` GROUND 10 (�IRCUIT HIRES N. 1 p 7 T H AVE. v o N 4 2 0 3 DESIGNED GROUND R00 AWG N0.6 EAST VALLEY CENTER ROAD LUMINAI W N DRAWN AWG NO.10 GROUND (OCIRCUIT BRES BOZEMAN a N I CHECKED GALLATIN COUNTY REVISED S-4 SERVICE WIRING DIAGRAM REVISED NO SCALE REVISED STATE I PROJECT NUMBER SHEET NO. MONTANA SID 1299 (003) 1 E-17 4 19TH & VALLEY CENTER-BOZEMAN SID i7 u S-5 N � G 2 CIRCUIT A CIRCUIT B Oa 0 c 3 AWG NO.14 CABLE E I I I AWG N0. 6 (TYP.) a AWG NO. 6 (TYP. 1 I I AWG NO. 10 GROUND (TYP. ) U o AWG NO. 10 GROUND (TYP. AWG NO. 10 GROUND (TYP. I AWG NO. 10 GROUND (TYP. POLE BASE (TYPfGROUNDLUG (TYP. ) AWG NO. 6 (TYP. ) I I AWG NO. 6 (TYP. ) r. C� AWG NO. 10 IINSIDE POLE I 10(TYP. ) 3 5 7 9 II 13 15 17 o I I .J AWG NO. 10 GROUND (TYP. 1 a PHOTO ELECTRIC I AWG NO. 6 (TYP, 1 CONTROL � I 2 4 6 8 10 12 I 14 16 18 w Quo - - - - - - ----- --- - - - - �. � 7 7 B8 -0 � 8 7 aa 7 p S; 0 0)6 �y '��" AWG N0. 10 GROUND (TYP. ) AWG NO. 10 GROUND ITYP. 1 Q AWG NO. 6 (TYP. )71PULL BOX (TYP. 1 �g AWG N0. 6 f TYP. 1 t' Z Q u p WIRING DIAGRAM 5�z �d 120/240 VOLT PHOTOELECTRIC CONTROL SERVICE MOUNT ON POLE NO. 13 SEE MOUNTING SHEET N0, E-4 DETAIL ON AWG NO.6 3 AWG NO.14 CABLE METER BASE'S ---CIRCUIT BREAKER 40 AMP,2 POLE, IB SINGLE THROW INDICATES NEW WATERTIGHT CONNECTOR, (CIRCUIT SEE DETAIL DRAWING ON SHEET E-2 LIGHTNING ARRESTOR - °� AUTO-OFF-MANUALSW, CH (TYPICAL( AWG N0.6-� SWITCH SUPPLY FUSED CONNECTORS THAT ARE MIDGET CIRCUIT BREAKER �� FERRULE TYPE RATED AT 10 AMPS FOR 40 AMP.2 POLE, to WCA 400 WATT LUMINAIRES. SINGLE THROW 0 W y (CIRCUIT B) [RECORD D R A W H 11 V vi w 40 AMP RELAY _- 40 AMP RELAY 2 POL(CIRCUIT SINGLE B'HROW 2 POL(CIRCUIT SINGLE A'HROW PROJECT NO. SID 1 299 (003 ) N.E.M.A. TYPE 3R CABINET AWG N0.6AING ROADWAY LIGHTING GROUND 10 (CIRCUIT A) N. 19TH AVE. 8c v BARE AWG NO.6 TO LUMINAIRES N Q r GROUND ROD - AWG NO.6 EAST VALLEY CENTER ROAD Q-p DESIGNED AWG NO.t 0 GROUND r (CIRCUIT LUMINAIRES W N'� DRAWN \G2 MAN v.a. CHECKED ,, 1 REVISED S-5 SERVICE WIRING DIAGRAM GALLATIN COUNTY REVISED NO SCALE REVISED ] I I STATE I PROJECT NUMBER SHEET NO. MONTANA SIC) 1299 (003) 1 E-18 G m 19TH & VALLEY CENTER-BOZEMAN SID lA ,n O = N S-6 C) oa CIRCUIT A CIRCUIT B w O � E y o 3 AWG N0.14 CABLE a AWG N0. 8 (TYP. ) AWG NO. 8 (TYP. ) I I AWG NO. 10 GROUND (TYP. I Q� AWG NO. 10 GROUND (TYP. AWG NO. 10 GROUND (TYP. I AWG NO. 10 GROUND (TYP. POLE BASE (TYPfND LUG (TYP. ) AWG NO. 8 (TYP. ) I AWG NO. 8 (TYP. ) -—- -3 —-—-— 3 -—-—-— 7 —- —- - -—-—-—-—- - O- - -—-—-—-pnl —-—-— 3 IN AWG NO. 10 Q INSIDE POLE 5 (TYP.) 21 23 25 27 1 29 31 roll I L_ AWG NO. 10 GROUND (TYP. PHOTO ELECTRIC n AWG NO. 8 (TYP. CONTROL a o� 20 22 24 26 28 I 30 32 w ag 2 — — -— — — — -3 —- -—- — — —-—-—-— — — — —20 — — —-— —-—- -— 3 -— —- 2 'c 2 55 c n AWG NO. 10 GROUND (TYP. 1 AWG NO. 10 GROUND (TYP. ) pe z C AWG NO. 8 (TYP. ) PULL BOX (TYP.) AWG NO. 8 (TYP. ) lr Q m ^{ WIRING DIAGRAM 120/240 VOLT PHOTO-ELECTRIC CONTROL SERVICE MOUNT ON POLE NO. 29 __--SEE MOUNTING DETAIL ON AWG N0.6 SHEET 110, E-4 3 AWG NO.14 CABLE METER BASE' CIRCUIT BREAKER 30 AMP,2 POLE, 18 i=NO.6AUTO-OFF-MANUAL SINGLE THROW - INDICATES NEW WATERTIGHT CONNECTOR, (CIRCUIT A) LIGHTNING ARRESTOR SEE DETAIL DRAWING ON SHEET E-2 (TYPICAL) SITCH SUPPLY FUSED CONNECTORS THAT ARE MIDGET CIRCUIT BREAKER o c:"1 FERRULE TYPE RATED AT 10 AMPS FOR 30 AMP,2 POLE. nD3 w 400 WATT LUMINAIRES. SINGLE THROW O Dt�IL (CIRCUIT 8) 1n�czi 30 AMP RELAY 30 AMP RELAY 2 POLE. THROWPOLE.SINGLETHROW PROJECT N 0, SID 1299 (0 0 3 (CIRCUIT B) (CIRCUIT AI N.E.M.A. TYPE 3R CABINET - AWG NO.8 ROADWAY LIGHTING 'n BARE AWG N0.6 - - _ AWG NO.10—, (CIRCUIT A) N. 1 9TH AVE. & o $ GROUND TO LUMINAIRES N a n o n 7 DESIGNED GROUND ROD _ AWG NO.8 EAST VALLEY CENTER ROAD -moo TO LUMINAIRES DRAWN AWG N0.10 GROUND - (CIRCUIT BI oNo2 BOZEMAN CHECKED d N REVISED S-6 SERVICE WIRING DIAGRAM ALLA IN UN Y REVISED NO SCALE REVISED 111 NOTE - LUMINAIRE WAS MOVED i0 AVOID CONFLICTS WITH CULVERTS AND UTILITIES CIRCUIT B N STATE PROJECT NUMBER SHEET NO. nI 2 I� DO NOT DISTURB CONDUIT & WIRE CCw EXIST. DIRECT BURY SCHEDULE OF Z' MONTANA SID 1299 (003) E-19 NOTE, INTERCEPT EXIST, DIRECT .- UNDERGROUND POWER 12 OF AWG NO. 6 A I OF AWG NO- 8) 2 OF 53 mm STEEL CONDUIT -Z 19TH & VALLEY CENTER-BOZEMAN SID Ca 704E NEW CONDUIT THAT IS INSTALLED BURY CONDUCTORS & FOR INTERCHANGE LUMINAIRES 2 OF AWG N0. 6 CONDUCTOR (LIGHTING) lnW ON I-ED OFF RAID WILL BE JACKED OR INSTALL NEW CONIC. \ I UDRILLED. TYPE I PULL BOX Q � 4, � 3 OF AWG NO. 4 CONDUCTOR I OF AWG NO. 8 CONDUCTOR fSGNALDII \ ]U 1 1 fU INTERCEPT EXIST, DIRECT I OF AWG NO. 6 CONDUCTOR (GROUND) - v' N Q7 BURY CONDUCTORS & I OF 53 mm & I OF 41mm STEEL CONDUIT S-2 1 I SLOPE FLATTENING I7YP. 1 p a_ , INSTALL NEW CONIC. 2 OF AWG NO. 6 CONDUCTOR (LIGHTING) 1 SEE DETAIL - THIS SHEET TYPE f-PULL BOX I OF AWG NO. 8 CONDUCTOR (GROUND) EXISTING UNDERGROUND SERVICE 1 NOTE / 1 Q (SEE SERVICE WIRING DIAGRAM 3 � �, � Z 2 OF AWG NO. 10 CONDUCTOR (LIGHTING( I w LOCATE ANY UNDERGROUND USE AS 15 1 OF AWG N0. 10 CONDUCTOR (GROUND( ON SHEET N0. E 141 REMOVE & SALVAGE O ■ X EXISTING CONIC. 2 OF AWG NO. 4 CONDUCTOR (LIGHTING) 1 F p FACILITIES PRIOR TO ANY EXISTING CONIC. oT ` TYPE I PULL BOX �,� f R/W TYPE I PULL BOX , I OF AWG NO. 4 CONDUCTOR (GROUNGI F EXCAVATION AND PROTECT (7YP. ) I • 3 OF AWG NO. 4 CONDUCTOR (SIGNAL( v> O FROM DAMAGE. O a■• B S- I OF AWG N0. 6 CONDUCTOR (GROUND) W ®_ Q . -- --- -_ - - a0 o s • MODIFY EXISTING OVERHEAD SERVICE' DO NOT DISTURB U o IT (SEE SERVICE WIRING DIAGRAM / EXIST. UNDERGROUND - M. .. / • N',x ON SHEET NO. E-13) POWER FOR SIGNAL SERVICE A rv7r. I�vv+• 4YI, µ,i w PiVFt 4 _ W_F�_ • REMOVE 6 SALVAGE r $� I EXIST. DIRECT $ --- REMOVE A SALVAGE -""r''''_- ��� O BURY LUMINAIRE NO. EXIST. DIRECT !y-1 _-__ ______--- I 7 19TH AVENUE BURY LUMINARE Z USE AS IS - - C B O B .: NEW CIRCUIT A O I I I , -_ �'L H AVENUE Z DIRECT BURY ----- ----��r- ------------------ �4 --7� O NO. �gT J LUMINAIRE - - 8 _ OI 'PWR _ _ E Z REMOVE 6 SALVAGES i CIRCUIT C - PWR -It- o DO NOT DISTURB _ - FWR 2 EXIST. DIRECT I II J� _ �T�L EXIST, DIRECT BURR O BURY LUMINARE O _ - _ (uI UNDERGROUND POWER USE AS IS - a 'WR -- � _ 12 OF AWG NO. 6 & 1 OF AWG NO. 81 EXISTING CONIC. P _ - _I I t� -? �jv' O FOR INTERCHANGE LUMINAIRES TYPE I PULL BOX Q l O Fral - CONDUIT & WIRE Q /. 5. _- ---- -------------- -- - � J "� sf x[�I SCHEDULE r / _ p --- 53 mm STEEL CONDUIT / ❑ )B\ / ABANDON EX(S T. • u ABANDON EXIST. 4 OF AWG N0. 6 CONDUCTOR (LIGHTING) 4 B 3 / DIRECT BURY B -c j / III / DIRECT BURY q 0 CONDUCTORS j /// CONDUCTORS 2 OF AWG NO. 8 CONDUCTOR (GROUND) NEW CONC. ; III ' / f ABANDON EXIST. CONDUITS 2 OF AWG NO. 10 CONDUCTOR (LIGHTING) TYPE +PULL BOX NEW CIRCUIT A _ ' // f IN PLACE AND REMOVE & U) I OF AWG NO. 10 CONDUCTOR (GROUND) ? DISPOSE OF EXIST. WIRING LU 2 OF AWG NO. 4 CONDUCTOR (LIGHTING) v R/W / C �& I OF AWG NO. 4 CONDUCTOR (GROUND) ' JOIII III lr VE Q R/W - R/W P I J III III'- 1-K EXISTING CONIC. U W 41 mm PLASTIC OF IAWGONO. ;0 CONDUCTOR (LIGHTING) CIRCUIT D p j¢ TYPE I PULL BOX U)u $g A I OF AWG NO. IO CONDUCTOR (GROUND) DO NOT DISTURB SEE SHEET N 0. E - U ABANDON EXIST. CONDUITS ti NOTE: (A cw EXIST, DIRECT BURY IN PLACE AND REMOVE & f`2 SERVICE S- I, S-2 & S-3 CIRCUIT & WIRING 2 OF 53 mm EXISTING STEEL CONDUIT UNDERGROUND POWER DISPOSE OF EXIST. WIRING Q 2 OF AWG NO. 6 CONDUCTOR (LIGHTING) 13 OF AWG NO. 41 FOR INTERSECTION DETAILS eW SCHEMATIC IS DETAILED ON d5 Q I OF AWG NO. 8 CONDUCTOR (GROUND) FOR INTERCHANGE LUWNARES 4/C) SHEET E-13. SHEET E- I A & E- 15. t C 2 OF AWC NO. 10 CONDUCTOR (LIGHTING) z I OF AWG NO. 10 CONDUCTOR (GROUND) 2 OF AWG NO. 4 CONDUCTOR (L IGHTING) CC POWER EXISTING 00 SEE SHEET NO. E - 1 0 I OF AWC NO. 4 CONDUCTOR (GROUNGI W 2 SUPPLY-, 1,. Mtn 2 Q Z 3 OF AWG NO. 4 CONDUCTOR (SIGNAL) J U U 3ry I OF AWG NO. 6 CONDUCTOR (GROUND) ; FOR INTERSECTION DETAILS R w a 3y ^ 41 mm PLASTIC CONDUIT — p!Y 5A /D\ 2 OF AWG N0. 6 CONDUCTOR (LIGHTING) o SUPP`YED POWER 1 !!! 111 I OF AWG NO. 8 CONDUCTOR (GROUND) - ^^^^'� p �R/W p d LJ R/W R/W nm O I LO lI R/W LL L -. F 5J 1.7m REMOVE & RESET EXISTING LUMINAIRE &T NEW W + F VED F F EXISTING PRIVATE CONCRETE BASE AND REROUTE EXISTING N R/W I In __ —_ TYPEE PULL BO% LUMINAIRE I� POWER SUPPLY AS SHOWN F F Ipl• - ■ 7,4 -- ----- - -----------------___-- "-- ---- - - --- T + Q , Jt L�J I- __ -- Cr, wi-o Ln I - ply 13 O 21 Q w _ - -- r- r _ __=__==� ---- _ V^ �' N0. 19TH AVENUE +�-- `=__�____=___=12=___--- J J - -- NO. 19TH AVENUE -___-_ -I == = W ~ ---'-- Q a0 NVPEC ULL BOx , G --H - O- 14 16 J I Z — — — o- -.lai- _ ..yam--- ----- ----"-__-__=--__--_-_ __�_ _ ��c =_ O - lie 20 _ TFL - � _ - - ----- " . - -- _ _ -==TEL. �_ - - - - 1 - - - .r=_ _-___-- ---=---- _�-� FU- o - =Gk6- - - _= Gkk= - GAS -? _ - - - �V = �A� - --T-V 0 rLm , WY w -ell v AA F CA ? w W UNDERGROUND SERVICE y-•--� _ „ F F • j ■� F (SEE SERVICE ASSEMBLY DETAIL o U STEM AND SERVICE WRING DIAGRAM- Q W _ _ ON SHEET NO. E-15) CONDUIT & WIRE CONDUIT & WIRE PROJECT N0. SID 1 299 (003 SCHEDULE SCHEDULE Q I NAx. ELEV. u q 2 OF 53 mm EXISTING STEEL CONDUIT 41 mm PLASTIC CONDUIT PAVEMENT mFF. o.Ism Q2 OF AWG No. 6 CONDUCTOR (L IGHT ING) Q 2 OF AWG NO. 8 CONDUCTOR (L IGHTING I N sLOPL.sx - -CRuRHo AGGREGATE ROADWAY L IGHT I N G E 1 OF AWG NO. 8 CONDUCTOR (GROUND( I OF AWG NO. 10 CONDUCTOR (GROUND) a a 3 OF AWG NO. 4 CONDUCTOR (SIGNAL) I OF 3 AWG NO. 14 CABLE (PHOTO ELEC. CONTROL) w N. 1 9 T H AVE. & IN (I- I OF AWG N0. 6 CONDUCTOR (GROUND( ql mm PLASTIC CONDUIT Q' BASE COURSE _ , 41 mm PLASTIC CONDUIT n.o In 3 DESIGNED Qj 3 OF AWG NO. 4 CONDUCTOR (SIGNAL 1 O NOTE: _ EAST VALLEY CENTER ROAD 2 OF AWG NO. 8 CONDUCTOR (LIGHTING) �L1 0•.) m INCLUDE THE COST OF THE - B 0 Z E MA N DRAWN I OF AWG N0. 10 CONDUCTOR (GROUND) NEW ovERHEAO RGeower ;Lore 41 mm EXISTING STEEL CONDUIT IN TH D AGGREGATE CANTILEVER SIGN IN THE UNIT BID COST OF THE v-v CHECKED 2 OF 41 mm PLASTIC CONDUIT Q 3 OF AWC N0. 4 CONDUCTOR (SIGNAL( POLE FOUNDATION. STRUCTURE a N 4 OF AWG N0. 8 CONDUCTOR (L IGHTING) I OF AWG NO. 6 CONDUCTOR f GROUND) r°°N°^"°N G A L L A T I N COUNTY REVISED 2 OF AWG N0. 10 CONDUCTOR (GROUND) REVISED A I OF 3 AWG No' 14 CABLE (PHOTO ELEC. CONTROL] 0 10 20 REVISED 3 OF AWG N0. 4 CONDUCTOR (SIGNAL) SLOPE FLATTENING FOR POLE NO. 5 & 9 FOUNDATION INSTALLATION SCALE = 1T 500 5 15 O (\d STATE I PROJECT NUMBER SHEET NO. N N CV MONTANA SID 1299 (003) 1 E-20 U w v 19TH & VALLEY CENTER-BOZEMAN SID q NOTE, o 03 ^ SERVICE S-4 CIRCUIT & WIRING 1n 8 SCHEMATIC IS DETAILED ON n N S-4 SHEET E- 16. n w n UNDERGROUND SERVICE N I R/W „ ■ R/W ISEE SERVICE ASSEMBLY DETAIL x = n AND SERVICE WIRING DIAGRAM --- ------------------ - pa x 3 r ON SHEET NO. E-16) NEW EASEMENT r < r ❑ O - _ - - - - - - x r 7 E' T K a r NEW CONC. 4 TYPE I PULL BOX o K K R/W �♦ /1 r L I u RiW R/W -- _ 4 A U o w - -- ♦ M R/W O .... ... ------------ ------ - - J( N ��+r a 22 24 26 2O8 NO. 19TH AVENUE I � --c=3 _ -------------------- ____ _ ---- — ----- ___ ____Qw O 19TH AVENUE 23 25 ZZ 2 EcQn a t------------ --- ----------------------T =------------------------ `---------------- ---------------- -�`_-- I ----r-= -%- ------ - _ -_ V �== Ld - G A�aTV=z— =G A S �V— - ——G AS �VGAS TV=__ SAS'-(-VAS-�A 7V _ _ - — GAS— TV - — GAS — — I V _ -= T-V- _ F R/W K R/W K R/W a _ n� a fK o (� K CC NEW CONC. W CIL d TYPE I PULL BOX I- r - ¢ a at w ¢ o W $ a w In� a� > ¢ a > �e d O� T OL Z n > v 1n SEE SHEET NO. E- 1 1 uj uj z m N N y N FOR INTERSECTION DETAILS N w m — Z Eca CL.o hm Z� `1'6� R/w I a _ - - w Z - T T O R/W R/W 140. 191N a -------------------- ------------------------------------------ ----------- ---- ---- ----------------- ------ ----- ----- - 38 ONO. 19TH 34 EDGE OF EXISTING 36 39 AVENUE 32 PAVEMENT tTYP.I --------------- w --------------------------------------------'—------------- -------,^----_- 31 33 35 11 37_ --- -- ------------ - -�_s�- - ------- ----------------'�'-___ _--_---__-__---- -- -_--- -- -_ - - w PAS �V- — — 6A-S--T'BAS-- - $u = _= LVa— M - - S - - - GAS — GAS — — 3 W R/W K R/W 12 IEOG3 O D o A s ,Icl = K K Qo K W� K PROJECT NO. SID 1299 (003 ¢¢ > o adCONDUIT & WIRE �a CONDUIT & WIRE ROADWAY LIGHTING ¢ SCHEDULE o a SCHEDULE 4 ¢ N. 19TH AVE. & NOTE 41 mm PLASTIC CONDUIT 41 mm PLASTIC CONDUIT �r�m //��� 2 OF AWG N0. 6 CONDUCTOR IL IGHTINGI 2 OF AWG N0. 6 CONDUCTOR (LIGHTING) rL o 3 DESIGNED LOCATE ANY UNDERGROUND `� I OF AWG NO. 10 CONDUCTOR (GROUND) -M- 1 OF AWG N0. 10 CONDUCTOR (GROUND) EAST VALLEY CENTER ROAD j v DRAWN o FACILITIES PRIOR TO ANY 41 mm PLASTIC CONDUIT OF 3 AWG N0. 14 CABLE (P.E.C. ) BOZEMAN vv .. CHECKED EXCAVATION AND PROTECT 4 OF AWG NO. 6 CONDUCTOR (LIGHTING) v\N REVISED FROM DAMAGE. AL OF AWG NO. 10 CONDUCTOR (GROUND) G A L L A T I N COUNTY 1 OF 3 AWG NO. 14 CABLE (P.E.C. I REVISED 0 10 20 REVISED SCALE = I:500 5 15 +k NOTE - LUMINAIRE WAS MOVED TO AVOID CONFLICTS WITH CULVERTS AND UTILITIES O) O STATE I PROJECT NUMBER ISHEET NO. I` MONTANA SID 1299 (003) 1 E-21 19TH & VALLEY CENTER-BOZEMAN SID a d CO a w Ic m ) F0—FEt��Ei--g0- U o \ \ -\ - PWR - - - - PWR \ pWR _-___- - �� "•. -- ___'-_----- _-______ ------ __-_- -_�___� P_WR - - - PWR _ N .10 f > O O d� `rb _ f` LL ____ EAST VALLEY CENTER ROAD O \ Oq EAST VALLEY CENTER ROAD (n w _� _ - ______________ _____________ ___P _____ _____-_------------------ U a - R/W �M� R/W R/W K K Q V W Z 1 lie Laic t/W > (n a W Q ? 1 U o, W N N U Q$ �y Q Z �C z G M Q ¢ ~ ` ~ NOTE: SERVICE S-5 CIRCUIT & WIRING SHEET E-17IS DETAILED ON v f Q $n_ MOVED OUT 0.67m MOVED OUT I.Om 41 ENS K T MOVED OUT 0.5m UNDERGROUND SERVICE R/W R/W K (SEE SERVICE ASSEMBLY DETAIL --Fl L>—TE{- FO _ h� ONOSHEETSERVICOWIE-IING TI GRAY IT _ •_ t Q y PWR �Tc✓fa-�TES-� - I -TE T ��� � L O� R/W K I E -�_ - f - 2 L NEW CONC. __ _ __ 11 TYPE'ECM ILL _ BOX �f M C� p 'f- _- Y CENTER ROAD Og O In O EAST VALLEY -------- - 10 E c�z—_- �� -N - o AST VALLEY CE -' 13 v, v - --- �z ----------- -- - - _ CENTER ROAp —+ - 12 Q z K m¢Q 0 R/W K K L - Imo` �� ` �w� K E-- E— E-- K —� L _ " C0IgDD L� CONDUIT & WIRE SCHEDULE .� s PROJECT NO. SID 1299 (003 ) 41 mm PLASTIC CONDUIT _\ SN\ R/W - �7 to 2 OF AWG NO. 6 CONDUCTOR (LIGHTING I /V ROADWAY LIGHTING A, I OF AWG NO. 10 CONDUCTOR (GROUNDI Q N 4 N. 19TH AVE. & 41 mm PLASTIC CONDUIT NOTE 2 OF AWG NO. 60 EONDUCOTOR((GROUND) K a-ov DESIGNED LOCATE ANY UNDERGROUND Q EAST VALLEY CENTER ROAD o I OF 3 AWG NO. 14 CABLE (P.E.C. ) o v Z DRAWN FACILITIES PRIOR TO ANY 41 mm PLASTIC CONDUIT CHECKED 2 OF AWG NO. 6 CONDUCTOR (LIGHTING; Q G A L L A T I N COUNTY -�N ) REVISED EXCAVATION AND PROTECT I OF AWG NO. 10 CONDUCTOR (GROUND NEW CONC. 'n v, FROM DAMAGE. I OF 3 AWG N0. 14 CABLE (P.E.C. 1 TYPE 1 PULL BOX 0 10 20 REVISED Q� SCALE - 1�500 REVISED +� NOTE - LUMINAIRE WAS MOVED TO AVOID CONFLICTS WITH CULVERTS AND UTILITIES ►` 00 STATE PROJECT NUMBER SHEET NO. CONDUIT & WIRE ti CONDUIT & WIRE t` l`- MONTANA SID 7299 (003) 1 E 22 SCHEDULE SCHEDULE q , = 19TH & VALLEY CENTER-BOZEMAN SID h 41 mm 2 OF PLASTIC GONOUI6 CONDUCTOR (LIGHTING) 41 mm PLASTIC4 OF AWGONOUIB CONDUCTOR (LIGHTING) _< �2�L9 A I OF AWG NO. 10 CONDUCTOR (GROUND) N 2 OF AWG N0. 10 CONDUCTOR (GROUND) O 4l I OF 3 AWG NO. 14 CABLE (P.E.C. p7 41 mm PLASTIC CONDUIT 41 mm PLASTIC CONDUIT d p a Q 2 OF AWG NO. 8 CONDUCTOR (LIGHTING) y I OF AWG NO. to CONDUCTOR (GROUND) 2 OF AWG NO. 8 CONDUCTOR (LIGHTING) Q A. I OF AWG N0. 10 CONDUCTOR (GROUND) -4 w I OF 3 AWG NO. 14 CABLE (P.E.C. ) LLJ p o Q yU > O ` F Go a n F � o U q R/W R/w F R/W _ _ Go • - - - — - - -- W - - - - - w W o ---- = w-•�ems=—�W�=" _=�R- cns - - - cAWIT 1 w S-_ SA E RID 15 17 Cf - 19 ----_ --__ - ---=--==f� f----lµ-------- 21 23 AS � 2 IQ r �. ____________ _____________--- --- --- ------L� L' 14 EAST VALLEY CENTER ROAD 16 C """= �-�-� �_ II ___________==o��- Cam+~~ +I Z '�' 24 a J _ ----- --------------- _ �-___ 18 I 20 �� 22 G IFS- U -- --------------- `— 0 � -� — F L3 r 3 -=v=-_- If -'-------- ---------^GA.-------- - R/W MJ W — R W— — — W W W R/W — — K K W vv — W - - - - - le K } to - u' NOTE: �— d ¢ j LOCATE ANY UNDERGROUND uW is FACILITIES PRIOR TO ANY f s EXCAVATION AND PROTECT j <r FROM DAMAGE. �qn z „ v NOTE: .♦ \ �� �`-` \� Q SERVICE S-6 CIRCUIT & WIRING MOVED OUT I.Om O SCHEMATIC IS DETAILED ON s-6 ♦♦ � v 9` tim SHEET E- 18. 2 to a (SEERSERVICE ND ASSECMBLY DETAIL R/W / - Q AND SERVICE WIRING DIAGRAM fn ON SHEET NO. E-181 CO co ` Q R/W _ NEW CON.. BOX - --�-y R/W �JTYPE I IN / S A _ �L fy cfN f = _ __= 29 _ OAD�f RO ALI 141 R/W `cas 26 - ASS 4 a- _ _ "�� MOVED OUT .67m rt _ v - —" _ - — _ w — _ -- cns — R/W F R/ PROJECT N0. SID 1 299 (003 ) 'rV+-�� GAS - Al R/W n F ROADWAY LIGHTING —� N. 19TH AVE. & F N Q_ / F - • 4 oNa DESIGNED F F VALLEY p CENTER ROAD o N o 2 DRAWN R/W I NEW COW. l B O Z E M A N a v.. CHECKED SEE SHEET N 0. E - 8 �v REVISED 0 11 TYPE I PILL BOX R/W GALLATIN COUNTY REVISED U RELOCATE EXISTING FOR INTERSECTION DETAILS REVISED LIRINAIIE - BY OTHERS SCALE = 1:500 0®0 5 I5