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Home My WebLink AboutOak St - N 7th Ave to Rouse Ave Oak - North eventh Avenue to Rome Avenue - Re(ord D Roadway Re(onitrution Project - Bozeman, Montana - . -f *--I : Novemb 999 _ November, to Designed By: Hiiham Abdelaziz, PE., Jeff Key, P.E. Drawn By: Jeff Key, P.E. QA/Q(Approval: Keith Jensen, P.E. Approved By: Gordon Larson, PE. yyt. Project location Map I aka l: ++ • :6 _ TIN f _ - - 17s r a I ' _ .. � � �I a II ' ■•_ , .............................. Prepared By: Robert Peaia 8 Associates Helena, Montana, W m t O m TABLE OF CONTENTS NOTES 4 m � BASIS OF PLAN QUANTITIES SCALES 3 ROAD PLANS SHEET NO. (OUANT IT IES FOR ESTIMATING PURPOSES ONLY) VERTICAL= I NCH = 5 FEET HORIZONTAL, I NCH = 50 FEET W o T I LE SHEET I ESTIMATED COMPACTED GRAVEL WEIGHT = 3700 POUNDS PER CUBIC YARD CROSS SECTION - HORIZONTAL & VERTICAL: I NCH _ 5 FEET o PLANT MIX BITUMINOUS SURFACING = 3855 POUNDS PER CUBIC YARD TABLE OF CONTENTS PLANT MIX BITUMINOUS MATERIAL = 6.0% OF PLANT MIX REDUCED PRINTS APPROXIMATELY '/j ORIGINAL SCALE BITUMINOUS MATERIAL = 8.5 POUNDS PER GALLON N TACK = 0.05 GALLONS PER SQUARE YARD NOTES / HYDRATED LIME = 1.5% OF PLANT MIX BITUMINOUS SURFACING CLEARING AND GRUBBING SEAL = 0.40 GALLONS PER SQUARE YARD CLEAR AND GRUB TO CONSTRUCTON LIMITS. NCLUDE LINEAR & LEVEL DATA 3 PRIME = 0.30 GALLONS PER SOUARE YARD THE COST OF CLEARING AND GRUBBING N THE UNIT PRICE COVER = 25 POUNDS PER SOUARE YARD BID FOR UNCLASSIFIED EXCAVATION. a o u CONTROL TRAVERSE DIAGRAM 400� WHEELCHAIR RAMPS TYPICAL SECTIONS rJ-G TO BE LOCATED AS DIRECTED BY THE ENGINEER (SEE PLANS) TO BE INCLUDED N THE BID PRICE FOR CURB AND GUTTER AND SIDEWALK. SUMMARIES 7- 1 1 w ~ m CONCRETE SIDEWALKS GRADING 7 ADJUSTMENT TO SIDEWALK AND/OR CURB GRADE MAY BE ADDITIONAL GRADING T DIRECTED BY THE ENGINEER TO MATCH EXIS7NG TOPOGRAPHICAL FEATURES. BLUETOP STAKING 7 CONCRETE CURB & SIDEWALKS 7 MATCH LINES TOPSOIL & SEEDING 7 WHERE NEW PAVEMENT OR DRIVEWAYS MEET EXISTING SURFACING 8 IMPROVEMENTS THE MATCH LINE SHALL BE SAVED (OR BY USE OF 07HER MECHANICAL MEANS) TO A NEAT LINE AND DEPTH 2 ADDITIONAL SURFACING & AS REOURED TO PROVIDE A SMOOTH AND NEAT FACE. Z CULVERTS 9 CULVERT SUMMARY RECAP 9 EXPANSION JOINTS WILL BE PROVIDED AT THE INTERFACE BETWEEN NEW AND EXISTING SIDEWALKS. STORM DRAIN 10 SANITARY SEWER MANHOLES IN PLACE 10 MISCELLANEOUS STORM SEWER MANHOLES IN PLACE 10 1. CURB RADII ARE MEASURED TO THE TOP BACK OF CURB. WATER VALVE BOXES IN PLACE 10 2. CITY OF BOZEMAN (C.O.B. I ELEVATIONS ARE USED THROUGHOUT THESE PLANS. 3. ROADBED COMPACTION COSTS SHALL BE INCLUDED N UNIT PRICE BID FOR PAVEMENT MARKINGS 10 UNCLASSIFIED EXCAVATION. W �t WATER LINE INSULATION IO 4. SAWCUT COSTS SHALL BE INCLUDED N UNIT PRICE BID FOR PLANT MIX. NEW MONUMENT BOXES II E O 0-4 FENCING 11 MISCELLANEOUS TO BE REMOVED W REMOVE RAILROAD TRACKS II ALL PRIVATELY OWNED SIGNS TO BE MOVED BY CONTRACTOR W FIRE HYDRANTS II AND RESET BY OWNER. ALL STATE OWNED SIGNS TO BE MOVED IWV BY CONTRACTOR AND RESET BY STATE FORCES. COST 70 MOVE O 0 DETAILS 1 - 1 SIGNS WILL BE ABSORBED IN OTHER ITEMS. ALL FENCE & DEBRIS WITHIN THE PROJECT STRIPPING LIMITS TO BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. COST FOR REMOVAL CHAIN LINK FENCE i2 AND DISPOSAL WILL BE ABSORBED N OTHER ITEMS. WATER LINE INSULATION ~ O w WHEELCHAIR RAMP 12 DISPOSAL OF STREET PLANT MIX c THE CONTRACTOR WILL BE RESPONSIBLE FOR DISPOSING OF THE cr H� U 36" STANDARD STORM DRAIN INLET/APRON 13 PLANT MIX MATERIAL REMOVED BY GRADING OPERATIONS. THE COST TYPICAL APPROACH SURFACING 14 OF DISPOSING OF THE PLANT MIX MATERIAL WILL BE CONSIDERED APPROACH PLAN VIEW 14 INCIDENTAL TO THE PAYMENT FOR UNCLASSIFIED EXCAVATION. RCP ROAD APPROACH CULVERT END TREATMENT 15 RESETTING OF MDT FENCE W � E PLAN & PROFILE 1 6-1 9 THE CONTRACTOR WLL BE RESPONSIBLE FOR REMOVING AND RESETTING THE FENCE LOCATED AT THE EAST ENO OF THE PROJECT ON PROPERTY OWNED BY THE O Hj MONT ANA DEPARTMENT OF TRANSPORTATION (BETWEEN STA. 45+20 AND STA. 48+30). TWO NEW GATES FOR THE FENCE WILL BE REWIRED tREFER TO FENCING FRAME). STORM SEWER PLANS ST1—ST2 EXIS7NG POSTS AND CONCRETE FOUNDATIONS WILL BE REMOVED AND DISPOSED OF. a y A NEW POSTS AND CONCRETE FOUNDATIONS WILL BE REQURED. M F( TO AID N UTILITY RELOCATION EFFORTS. THIS FENCE MUST BE REMOVED WATER LINE PLANS W1 AND RESET AS ONE OF THE FIRST ITEMS OF WORK UNDER THE CONTRACT E Z tSEE CONTRACT DOCUMENTS AND SPECIFICATIONS). O SIGNING PLANS S1—SIB REMOVAL OF GALLATIN COUNTY FENCE W U W THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING THE CHAIN LINK FENCE ON THE V) NORTH SIDE OF THE NEW ROADWAY BETWEEN STA. 39+64 AND STA. 45+20 AND RESETTING IT ON THE SOUTH SIDE OF THE NEW ROADWAY (SEE CONTRACT DOCUMENTS AND SPECIFICATIONS). SHEET ELECTRICAL PLANS El—E7 ANY EXCESS MATERIAL WILL BE DELIVERED TO THE COUNTY STOCKPILE YARD UPON REMOVAL. EXISTNG POSTS AND CONCRETE FOUNDATIONS WILL BE REMOVED AND DISPOSED OF. p ��-I.p��_� NEW POSTS AND CONCRETE FOUNDATIONS WILL BE REQUIRED L ti F1�SJ��I�ITOTYJ � �� (NOT INCLUDED IN AS—BUILT SET) THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 2 OF 19 o - aQ� J l � Y 4 m � CD Z_ 3 LINEAR AND LEVEL DATA N 2 F o U N LENGTH OF ROADWAY IN GALLATIN COUNTY = 3654.50 FT. = 0.69 MI. 666 BENCH MARKS , o, m �m TOTAL LENGTH OF MNI #4 = 3654.50 FT. = 0.69 MI. STATION LOCATION DESCRPT04 ELEVATION W Z J Y o� o FH U228 BONNET BOLT ON FH (SW CORNER OF OAK/N. TTHI 4748.067 BEARING SOURCE W Z THE BASIS OF BEARING WAS OBTAINED FROM TWO IRON PIPES Z THAT WERE ORIGINAL CENTERLINE MONUMENTS FOR OAK STREET. (SEE POINTS 6 AND 7 ON CONTROL TRAVERSE DIAGRAM.) _ LEVEL DATUM SOURCE BENCHMARK DATA ARE BASED ON THE ELEVATION OF THE BONNET NUT OF THE FIRE HYDRANT ON THE SOUTHWEST CORNER OF THE INTERSECTION OF OAK STREET AND NORTH SEVENTH AVENUE. w O z (CITY OF BOZEMAN BENCHMARK #228) W CITY DATUM - 4748.067 E O O Wx� xa � 0 � �? ui � o 0. U a z CENTERLINE COORDINATE TABLE I� STATION DESCRIPTION N OR Y COORDINATE E OR K COORDINATE REMARKS 14 10+00.00 POT - 10 148.6958 7 231.9312 E N. 7TH AVE. L 12+21. 19 PC 10 124.2506 7 451.7655 BEGIN PROJECT MNI #4 p� Co 13+26.61 PI 10 112.5993 7 556.5445 vl 14+31.83 PT 10 112.5513 7 661.9693 A 33+80. 14 _ PC 10 111.6652 9 610.2863 36+75.29 PI 10 111.5309 9 905.4388 r, 39+52.66 PT 9 944.8771 10 149.0400 W W J 44+64.89 PC 9 655.6529 10 571.8048 45+58. 17 PI 9 602.9823 10 648.7943 46+45.82 PT 9 602.9823 10 742.0765 W ry 48+75.69 POT 9 602.9823 10 971.9424 1 END PROJECT MNI u4 V1 48+89.45 POT 9 602.9823 10 985.7076 ROUSE AVE. SHEET 3 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 3 OF 19 W� t �:- CONTROL TRAVERSE DIAGRAM ma z 3 4 O O 3 N Al o pp 4 o V o 2 \� a m u> m m O Y Z W 9 w N � Z U Z • V V1 SCALE I inch = 4000 feet CONTROL TRAVERSE ABSTRACT W POINT NORTHING EASTWG STATION GROUND LOCATION DESCRIPTION � OI NUMBER ELEVATION ELEVATION W x a J F+i 1 10117.4806 7286.5955 4745.26 FOUND REBAR WITH MDT ALUMINUM CAP ~ 2 10115.9851 8040.3625 4732.96 FOUND REBAR G U 3 10087.1297 8563.9380 4733.39 EAST 1/4 CORNER OF SECTION 6. 1" IRON PIPE O a 0 r l 4 10042.9628 8533.4751 FOUND I" IRON PIPE 0. z V 5 10087.3141 8853.2913 4734.53 A FOUND 2" IRON PIPE 6 10086.8932 9193.2139 4732.47 FOUND 2- IRON PIPE 7 10086.8937 8533.4751 4730.83 FOUND 2" IRON PIPE 8 9950.4775 9993.1170 4743.10 FOUND REBAR ON HILL 9 9611.4968 10631.4963 1 4737;glj A SET CONTROL SPIKE O 10 9643.8872 11036.9541 4735.72 SET CONTROL SPIKE z � � W V1 SHEET 4 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 4 FF 19 W m TYPICAL SECTION NO, 1 J U Y Y ma _z Q !J d 3 7.5' 3 T.5' 3 5.0' 5.5' 27.0' 27.0' S.5' S.0' SIDEWALK*" BOULEVARD 25.0' SEAL & COVER, PRIME & TACK 25.0' SEAL & COVER, PRIME & TACK BOULEVARD SIDEWALKIIxkaM 1.0' 2.0. 6.0' SHLD 12.0' TRAVEL LANE 14.0' TURN LANE 12.0' TRAVEL LANE 6.0' $HLD. I 2.0' FILL HEIGHT a 0.5' �� 0.75 0.75' Imo-, Q,5' vpR1pBLE SLOPE STAKE �- a VARIABLE I 0,75• I I 0.75' CUT DEPTH o o o g SLOPE STAKE 4" CONIC. SIDEWALK i, �-0.02 FT./FT. 0.02 FT,/FT. _ 4" CONC, SIDEWALK 3" WASHED ROCK 3" WASHED ROCK (I" MINUS - TYPI** a W 0L .30' PL. MIX BIT. SURF. (2 LIFT$) ® 7s o 0.02 FT./FT. - m 0.02 F T./F T. 1. 10' CR. BASE COURSE J W 2.00' SELECT SUB-BASE COURSE::�;j " $ 3.40' 0 12+21.19 to 18+50.00 QUANTITIES 44+64.89 to 48+75.69 GRAVEL BITUMINOUS MATERIAL FILLP UNIT PLANT @R. *BP CR. BASE PLANT ® 0 I 4:I COVER UNIT PRIME SEAL TACK ,,.,a,Ie, I - :I MIX OF 5 SWiF. COURSE MIX Y 0 : I AREA SQUARE FEET 15.0 T.i S0.YARDS PER STATION 555.6 555.6 555.6 r 1 - t z CU.YARDS PER STATION 55.6 f PT-B 223.0 TONS PER STATION 6.43 0.71 0.94 4xll INCIDENTAL TO BID PRICE FOR V I, I z SEE CROSS SECTIONS TONS PER STATION 6.9 107.2 GALLONS PER STATION 27 8 CONCRETE SIDEWALK SEE CROSS SECTIONS FOR DEVIATIONS FROM FOR DEVIATIONS FROM STANDARD SLOPES 41lIt THERE IS NO CONCRETE SIDEWALK STANDARD SLOPES IF FOR THE URBAN SECTION BETWEEN - STA. 44+64.89 AND STA. 48+75.69 -- TYPICAL SECTION NO, 2 W � ° 23.I' 23.)' Q ° 19.0' 19.0' 18.3' PRIME & TACK 18.3' PRIME & TACK W Jxa 17.0' SEAL & COVER I T.0' SEAL & COVER r- M FILL HEIGHT o 6.1' i45.0' SHLO. 12.0' TRAVEL LANE 12.0' TRAVEL LANE 5.0' SHLD 6. 1' 4,0' SLOPE STAKE 0.75' 0.75' �1 a °_ 0. W 4.( 4t( NPP�pBLE CUT DEPTH O VARIABLE 0.02 FT./FT. -r SLOPE STAKE .0' f I 111 17.75' 17.75' .0' 0.30' PL. MIX BIT. SURF. (2 LIFTS) GEOTEXTILE (USE ONLY BETWEEN STA. 37+00.00 & 44+64.89) C �ILA,10' CR. BASESE COURSE A 2.00' SELECT SUB-BASE COURSE (MINIMUM)! 3.40' I^CI E 18+50.00 to 44+64.89 W [" QUANTITIES 4f DEPTH OF SELECT SUB-BASE COURSE IS VARIABLE BETWEEN STATIONS 18+50.00 w W GRAVEL ® BITUMINOUS MATERIAL AND 37+00.00 1 UNIT PLANT 6A.- *0 CR. BASE PLANT PRIME SEAL TACK 0 - 5 :I - I 4: I COVER MIX 54iRF COURSE UNIT MIX I - I10 :I SHEET I I OVER I I 2:1 AREA SQUARE FEET 10.6 5-6 145.6 �SO.YARDS PER STATION 406.7 377.8 406.7 R I 1 SEE CROSS SECTIONS CU.YARDS PER STATION 39.3 -Lq r 168.8 TONS PER STATION 4.55 0.52 0.64 SEE CROSS SECTIONS FOR DEVIATIONS FROM TONS PER STATION 4.7 75.8 GALLONS PER STATION 20.3 FOR DEVIATIONS FROM STANDARD SLOPES STANDARD SLOPES THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 5 OF 19 FUTURE TYPICAL SECTION Y Y ma _Z 3 a O � O O 50.0' 50.0' 5.0' 5.5' 39.0' 39.0' i Hj SIDEWALK BL VD. 37.0' SEAL & COVER. PRIME & TACK 37.0' SEAL & COVER. PRIME & TACK BL VD. SIDEWALK 1.0' 2.0' 6.0' 12.0' TRAVEL LANE 12.0' TRAVEL LANE 14.0' TURN LANE 12.0' TRAVEL LANE 12.0' TRAVEL LANE 6.0' 2.0' 1.0' FILL HEIGHT O 0,5• SHLD. SHLD. 0 5' 1��H SLOPE STAKE 0.75' L 0.75' -- RUBLE 0.75' O.i5' a i� VA I I SLOPE STAKE a d m 4` CONC. SIDEWALK �. - 0.02 FT./FT. 0.02 FT./FT. --► 4" CONC. SIDEWALK g 3" WASHED ROCK Imo' 3' WASHED ROCK (I" MINUS - TYP) 0.02 FT./FT. <> o 0'=AR (2 LIFTS) 0.02 F 10' ® w= JW .00' SELECT SUB-BASE COURSE 3.40' z z * FOR INFORMATIONAL PURPOSES ONLY O W a � O � a? W O O & U a Z � O uj IU-I F U W n H F W I N SHEET 6 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY2jtLRS.j 6 OF 19 W 9` SUMMARY U Y Q m 7 GRADINGe CONCRETE CURBS AND SIDEWALKS CUBIC YARDS LNEAR FEET SOUARE YARDS a STATION ' DL, REMARKS STATION NEW CONCRETE REMOVE REMOVE 4- CONCRETE 6- CONCRETE REMARKS ExC. F STE EMS. + CURB AND GUTTER CURB S DE WALK SIDEWALK S DE WALK w FROM TO M12+21. TO LEFT RIGHT LEFT RK'A1T LEFT LEFT RIGHT LEFT RIGHT IN 12+21.19 48+75.69- 26 063 23 044 i o19 _ 17+53.58 312. 1 INCLUDES WHEELCHAIR RAMPS -___ _- _ _._ 17+51.74 307.2 INCLUDES WHEELCHAIR RAMPS 17+63.58 506.2 INCLUDES CURB RADII 17+61.30 51I,2 INCLUDES CURB RADII 18+50.00 605 623 71 17+99.01 18+50.00 73.4 INCLUDES CURB RADII u TOTAL 26 063 23 044 3 019 18+00.71 18+50.00 72.6 INCLUDES CURB RADII 4t EXCESS MATERIAL TO BE DISPOSED OF BY THE CONTRACTOR AT A LOCATION APPROVED BY THE I8+09.25 18+50.00 32.0 INCLUDES WHEELCHAIR RAMPS 18+10.79 18+50.00 31.5 INCLUDES WHEELCHAIR RAMPS ENGINEER. THE 802EMAN CITY LANDFILL WILL ACCEPT THE MATERIAL FOR THEIR STOCK PILE. 44+64.89 48+75.69 422. 1 INCLUDES CURB RADII COST FOR HAUL ARE TO BE INCLUDED IN THE UNIT PRICE BID FOR UNCLASSIFIED 44+64.89 48+75.69 453.5 INCLUDES CURB RADII a" n EXCAVATION AND WILL NOT BE PAID FOR SEPARATELY. EMBANKMENT DATA PROVIDED FOR 14+62 40.8 I - 35' DRIVEWAY APPROACH r CONTRACTOR'S INFORMATION ONLY. NOT A PAY ITEM. 14+80 1 40.8 1 - 35' DRIVEWAY APPROACH w r 11+54 RT, 43.2 1 - 40' COMMERCIAL APPROACH 12+10 RT, 10.9 1 - 24' PUBLIC APPROACH 39*45 32 i W ADDITIONAL GRADING 45+25 LT, 43.2 1-40' COMMERCIAL APPROACH SUBTOTAL 1000.9 1038.10 605 623 103 343.6 339.2 84.0 1 94.9 CUBIC YARDS TOTAL 2039 1 1228 103 682.8 1 178.9 STATION INCLUDED N ROADWAY ADDITIONAL REMARKS LNCL. EXCAVAT s EXC. EMS + o- FROM TO z 0 12+21.19 48+75.69 1 427 TOPSOIL REPLACEMENT +207. Z 14+62 2.0 COW APPR. RT. 14+80 39.4 COW APPR. LT. 25+32 39.2 PUBL IC APPROACH RT. 27+17 25.4 27.9 PUBLIC APPROACH TOPSOIL & SEEDING (SEE SECTION 610 OF MDT SPECS. 1 41 37+50 39+50 GRADE TO DRAIN LT,T. 40+00 47.7 30.3 PRIVATE APPROACH LT, CUBIC YARDS ACRES SOU ARE ACRES 46+88 117,7 PRIVATE APPROACH RT. YARDS STATION STOPSOIL AGNG SEED FERTILIZERSoo CONDITION CELLOD ULOSE REMARKS W M PLACING SEEDBED FIBER FROM TO N0, 1 NO, 2 NO. I NO. 2 MULCH __ rF1 �yyy 10+ . 12+21.19 1 0. 17 O -- 12+21 .19 19 I5+00.00 92 0.17 0.17 29696 0.17 h+M W - - 15+00.00 20+00.00 177 0.33 0.33 318 0.33 �? 20+00.00 25+00.00 172 0.32 0.32 0.32 G I-D - 30+00.00 35+00.00 195 0.36 0.01 0.36 0.01 0.36 0.01 -- 35+00.00 1 40+00.00 183 0.30 1 0.05 0.30 0.05 0.30 0.05 W 40+00.00 45+00.00 158 0.25 0.05 0.25 0.05 0.25 0.05 ~ xa 45+00.00 48+75.69 50 0.09 0.09 0.09 F O TOTAL I 189 2.12 0.11 1 2.12 1 0.II 783 2. 12 0.II U O C W U 0- z a TOTAL # INCLUDED IN ROADWAY OUANTITIES BLUETOP STAKING COURSE MIL STATION BLUETOP REMARKS STAKING FROM TO W W 37+00.00 48+75.69 0.22 SUBGRADE (MAINLINE I V� 12+21.19 48+75.69 0.80 SPECIAL BORROW (MAINLINE 1 12+21.19 48+75.69 0.80 CRUSHED BASE COURSE (MAINLINE) W W TOTAL 1.82 N 7OF7 . SHEET DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. W o. t m G SUMMARY � m � z 3 SURFACING o LINEAR FEET TONS AGGREGATE SO. YOS. BITUMINOUS MATERIAL o Tat$ CUBIC YARDS TONS GALLONS � STATION HYDRATED GEOTExT LE w GROSS NET + _ FOR LSE PLANT CR. TOP CR. BASE $ELECT ASPHALT PRIME TACK REMARKS MIX BIT COVER SURF. COURSE SUB-BASE SEAL SURFACNG GRADE 4A TYPE A' TYPE A- COURSE CEMENT CRS-2 MC-70 SS-1 i FROM TO GRADE S-2 GRADE 2 GRADE 5 A 120-I5 0 12+21.19 18+50.00 628.81 628.81 TYPICAL SECTION #1 10.I1 674.1 43.4 174.8 1227.4 40.43 5.9 4.5 175 TYPICAL SECTION #1 18+50.00 22+10.00 360.00 360.00 TAPER FROM SECTIONUI TO x2 5.02 334.4 20.9 90.7 634.7 20.05 2.8 2.3 89 TAPER FROM STA. 18+50 TO STA. 22+10 g z o 22+10.00 41+04.89 1894.89 1894.89 TYPICAL SECTION u2 21.54 1436.3 89.1 392.2 2806.3 1942 86.22 12.1 4.9 385 TYPICAL SECTION a2 b o W 41+04.89 44+64.89 360.00 360.00 TAPER FROM SECTION rig TO #1 5.02 334.4 20.9 90.7 634.7 1726 20.05 2.8 2.3 89 1 TAPER FROM 41+04.85 TO 44+64.89 i 44+64.89 48+75.69 410.80 410.80 TYPICAL SECTION #1 6.61 440.4 28.3 114.2 801.9 2696 26.41 3.9 2.9 114 1 TYPICAL SECTION Al n a r ADDITIONAL SURFACING 4.69 312.5 27.1 1 44.4 654.3 18.74 3.7 0.6 24 c >m c 6 o U N Z_ V Z TOTAL 52.99 1 3532.1 1 229.7 1 907.0 6759.3 15925 6364 211.90 31.2 22.5 876 ! HIGH SURVIVABILITY - SEPARATION & STABILIZATION A CALCULATED FROM CROSS SECTIONS ADDITIONAL SURFACING INCLUDED 1N SURFACING FRAME) LINEAR FEET TONS AGGREGATE SO. YDS. BITUMINOUS MATERIAL STATION HrDRATED TONS CUBIC YARDS GEOTEXTILE TONS GALLONS F Q 1� GROSS NET + _ FOR LIME CR. TOP CR. BASE SELECT REMARKS E-I :1.Mj7-FA8C--T1 COVER SURF. COURSE SUBBASE • ASPHALT SEAL PR wE TACK GRADE a TYPE •A• TYPE A• COURSE CEIENT CRS•2 MK:-70 S$-1 w FROM TO GRADE 2 GRADE S 09 120-150 W F 04 r �I 14+62 IS COWL APPR. FIT. 0.12 7.1 0.7 13.1 0.46 0.1 ' O O 0 14+80 44 COW APPR. LT. 0.34 22.7 2.2 38.5 1.36 0.3 O r� 25+32 38 PUBLIC APPR. RT. 0.29 19.6 1.9 33.2 1. 17 0.3 a Z V 27+17 38 PUBLIC APPR. RT. 0.29 19.6 1.9 33.2 I. 17 0.3 40+00 50 PRIVATE APPR. LT. 0.39 25.8 2.5 43.7 1.55 0.3 46+88 42 PRIVATE APPR. FIT. 0.32 21.6 2.1 36.7 1.30 0.3 39+00 41+00 200 2001 PRIVATE APPROACH LT. 1.55 103.0 9.8 174.8 6.18 1.3 ADDTITIONAL GRAVEL OUANTITY 124' x 0.3' 1 N. 5TH AVENUE 1.39 92.5 6.0 44.4 281.1 5.55 1 0.8 0.6 24 TIE IN TO N. 5TH AVENUE J VI F W SHEET Q S118TOTAL '� 1• �� 4.69 312.5 27.1 44.4 654.3 18.74 3.7 0.6 24 V 41 HIGH SURVIVABILITY - SEPARATION & STABILIZATION THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 8 OF 19 SUMMARY -- � J my STORM DRAIN 3 L NEAR FEET NEW R.C.P. CUBIC YARDS EACH EACH LN. FT. STATION ENO RE IIOvE ADJUST CURB INLET NEW COMB. NEW a CL. 3 SECTORS gElp TEE CONCRETE BEDDING CULVERT WIEiS INLETS �� INLET NEENAH R•306T MANHOLES CATCH MANHOLE SLOTTED REMARKS ' " U-4000 MATERIAL EXC. BASIN 6 DROP DRAIN FROM TO 12 1S 18- 21- 24- 30- 36- AS- LT. RT, DROP CURB DROP CURB LT. DEPTH RT, DEPTH LT. DEPTH RT. PT 48' 54' 66' 84' 24' 48' W+LET 12 f� 16+01 2 REMOVE TWO CURB INLETS RT, 16+01 16+01 9 REMOVE 20.0 LF STORM DRAIN PIPE 16+01 16+12.49 II REMOVE 17.0 LF STORM DRAIN PIPE 1 7+23 0.6 1 4.0 T _ 17+24 17+40 40 9.4 35 CONNECT TO Ex15T, STRM. SEWER 48+22 0.6 1 2.0 NEW CURB INLET RT. 48+22 0.6 I 2.0 NEW CURB INLET LT. S 1i 48+67 1 REMOVE DROP INLET RT. 48+67 I NEW STRM. MH. RT. n 48+22 48+67 52 6.4 25 CONNECT TO NEW STRM. M+, a. 48+22 48+67 52 6.4 25 CONNECT TO NEW STRM. M+. w r 48r97 I I 2.0 `�o y m J o Z W 4 < �V z c7 w SUBTOTAL 144 8 22.2 1 101, 1 2 f 2 1 TOTAL 144 .8 22.2 1 IDS 1 2 $ I 3 I c+ A SANITARY SEWER MANHOLES IN PLACE WATER VALVE BOXES IN PLACE* PAVEMENT MARKINGS EACH EACH rF O 1..1 INTERIM FINAL W STATION ADJUST REMARKS STATION ADJUST REMARKS ITEM UNIT TOTAL W 9 APPLICATION APPLICATION W LEFT RIGHT LEFT RIGHT FI 0 �. v� F* 0 12+51.2 _ 1 3.5' LEFT 12+29.4 15+88.6 _ _ 1 11.8' RIGHT 12+35.2 1 WHITE PAINT GALS 28 28 w 15+89.0 1 5.2' LEFT 12+61.5 1 8' WHITE PLASTIC L.F. 6 8 6 8 F xa 22+92.7 1 1.4' LEFT 17+50.3 I 24" WHITE PLASTIC L.F. 5 5 F 0 WORDS AND SYMBOLS - WHITE PLASTIC S.F. 235 235 2 2 U uJ O 0 SUBTOTAL - - 4"YELLOW L..F. 4852 4852 U TOTAL 4 22+63.6 1 0:24" YELLOW PLASTIC L.F. 176 176 0. �..+ W REFER TO SECTION 02113 OF THE 45+65.3 CITY OF BOZEMAN MODIFICATIONS TO THE 1PWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02113-1 SUBTOTAL 2 TOTAL 8 A W REFER 70 SECTION 02113 OF THE CITY OF BOZEMAN MODIFICATIONS WATER LINE INSULATION STORM SEWER MANHOLES IN PLACE TO THE IPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02113-2 SO, FT. CU. YO, � EACH 2" CLOSED TRENCH STATION CELL EXCAVATION REMARKS POLYURETHANE STATION ADJUST REMARKS FROY TO INSULATION J LEFT RIGHT 19+00.00 24+00.001 2000.00 370 � w 16+12.5 I 1.2' RIGHT _ 31+50.00 33+00.00 600.00 70 = 17+92.5 1 7.9' RIGHT In 39+50.00 41+50.00 800.00 70 SUBTOTAL z 47+00.00 48+80.00 720.00 70 SHEET TOTAL 4120 SBO J 0 TOTAL 2 1 W REFER TO SECTION 02113 OF THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02113-1 10 OF 18 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. SUMMARY o _ � J U Y Y m Q z_ 3 W o C� CULVERTS W BASIC BID ITEMS PPE OPTIONS K YARDS 50. YARDS LINEAR FEET CUBIC YARDS SO. YARDS CONCRETE L HEIGHT OF STATION p CULVERT LENGTH STEEL TMICKNE$$ END COVER SKEW REMARKS H PE OF RELAY CULVERT FOUNDATION BEDDING CONCRETE RIPRAP GEOTExiILE 2 2/3" x v2 . CORR COATING SECTIONS FOUNDATION BEDDING CONCRETE R PRAP GEOTEXTILE ANGLE IN PIPE CULVERT EXCAVATION MATERIAL MATERIAL 4-4000 CL 1 CL.2 ALUMINUM THICKNESS MATERIAL M-4000 FEET 2 2/3- X 1/2 CORR. THICKNESS LT. RT. CL.I CL.2 u oo m �2 su - - - W 19+50 74 66.0 2S 24" RCP C.L. 2 NONE FETS FETS C g ' 1.8 MAINLINE DRAIN 12" CMP NONE RACET RACET ° i 23+20 12" 28.0 0 =1.5 SEWER ACCESS LT. & FIT. Y o Y m 18" RCP CL. 2 NONE RACET RACET m p 27417 18" 54.0 5 0.5 APPROACH PIPE RT. y 3 a 4 a ® 36" Sx 22" R RCPA CL.2 NONE FETS FETS o u 32+00 36"x 22" 50.0 32 10.8 APPROACH PIPE RT (--- -- ------ - ------- ------- ---------- ------- ------------,-,,J 36" S x 22"R RCPA CL. 2 NONE FETS FETS 32+50 36" x 22" 56.0 35 1.8 MAINLINE DRAIN 29"S x 18"R RCPA CL. 2 NONE FETS FETS 39+50 29" x IB" 54.0 30 1.7 MAINLINE DRAIN 18` RCP CI. 2 NONE RACET RACET z- 40+00 IS" 56.0 5 0.7 APPROACH PIPE LT. w U W O F—I W O VITOTAL 100 O W Q O 0. U a z CULVERT SUMMARY RECAP LINEAR FEET CUBIC YARDS SO. YARDS BASIC BD NEW RELAY CULVERT FOUNDATION BEDDING CONCRETE RPRAP GEOTExTILE PIPE ITOTALI CULVERT EXC. MATERIAL MATERIAL M-4000 a.I a.2 12" 28 0 is.. 110 10 24" 66 25 29` x 18` 54 30 ~ 36` x 22 106 67 w W I N 7!0F 132 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. o - m < Z a 0 so >c o w NEW MONUMENT BOXES FIRE HYDRANTS �® STATION EACH REMARKS EACH STATION REMARKS z 0 REMOVE RESETo-d YYY��jj N 12+21.19 1 PC 14#31.83 1 PT 45+72.10 17+81.08 1 INTERSECTION N. 5TH AVE./OAK ST. 45+76.05 I 32' RT. (INCLUDES 28 LF D.I.P., i—Y#tYE EDDING, 8 ExC. 1 23+33.79 1 1/4 CORNER _ 33+80.14 1 PC 39+52.66 1 PT SUBTOTAL I I a o cj OD m 44+64.89 1 PC TOTAL "�-rm 46+45.82 1 PT •REFER TO SECTION 02718 OF THE " CITY OF BOZEMAN MODIFICATION TO TOTAL g THE MPWSS z U Z • V FENCING LINEAR FEET EACH LINEAR FEET STATION SINGLE GATES"o U1 REMOVE* RESET++ SINGLE DOUBLE END REMARKS r� FROM TO PANEL PANEL PANEL LFAIN INK REMOVE RAILROAD TRACKS rW 39+64 45+20 778 598 GALLATIN COUNTY PROPERTY 8.0' STATION DESCRIPTION 0 LUMP 45+20 48+30 360 313 24 MONTANA DEPARTMENT OF TRANSPORTATION SUM w � Fa(INSTALL 2-12' GATES) 7.0' FROM TO F 35+00 37+50 1 REMOVE RAILROAD TRACKS v Q � O 0 a Z, U TOTAL •REFER TO THE "MEASUREMENT 8 PAYMENT SECTION - ITEM NO. 3' OF THE CONTRACT DOCUMENTS AND SPECIFICATIONS TOTAL 1138 911 24 • INCLUDES REMOVING AND DISPOSING OF EXISTING STEEL POSTS AND CONCRETE FOUNDATIONS. 1H INCLUDES SETTING OF NEW STEEL POSTS AND CONCRETE FOUNDATIONS. Milo REFER TO THE 'MEASUREMENT 6 PAYMENT SECTION - ITEM NO. 6' OF THE CONTRACT DOCUMENTS AND SPECIFICATIONS w SHEET 11 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 11 OF 19 CHAIN LINK FABRIC TWISTED AND BARBED SELVAGE GATE, END, CORNER i OR PULL POST LINE POST BRACE TOP RAIL STRETCHER BA11 0 a GATE o z 3. 6' 0° AREA BACK OF CURB PT o FABRIC R=40' >o BAND — � U TENSION WIRE TWISTED AND TRUSS ROD 5'X5' SIDEWALK ' 36" BARBED SELVAGE 36' 36" 36, 12" ROUND SECTION 36" LANDING 10" ROUND SECTIO �. 12' ROUND SECTIO �, 10.. ROUND SECTIO 10' -01, 10'-0" 10. -0" 5EWALir g 6' CHAIN LINK FENCE SINGLE PANEL f� z 5 RAMPS WIDE •' 5'X5' SIDEWALK J a ,./ LAND/N o TOP RAIL AS SPECIFIED CURB TAPERS 1:20 YAXp 5' SIDEWALK (TYP) (TYP. I r o > O. O FABRIC BAND STRETCHER BAR I oD m O POSTER N0 L INE POST 5.5' BLVD. (TYP) g o m o BRACE TRUSS ROD 4 < 36„I IW W 0 THIS DETAIL TO BE USED IN CONJUNCTK)N WITH +Y 36" CITY OF BOZEMAN STANDARD DRAWING NO. 02529-8. REFER TO THIS DRAWING FOR 10" ROUND SECTION 1 ROUND CHAIN LINK FABRIC 18" TRANSITIONS BETWEEN NORMAL AND DEPRESSED TRUSS RODS SECTION 12" ROUND SECTION- NOTE: SIDEWALK ELEVATIONS. Z 316"t12" ROUND NO CONCRETE BLOCK 12" ROUND SECTIO SECTION FOR Z 36" II REQUIRED FOR SINGLE CORNER GATE. GATE DIRECTLY TO POST.HES WHEELCHAIR RAMPS _ DOUBLE PANEL GATES PULL POST AND CORNER POST BRACING ANCHOR LINE POST PULL END PULL POST END POST STRETCHER BAR CHAIN LINK POST STRETCHER BAR POST LINE W � FABRIC BAND FABRIC TOP RAIL KNUCKLED SELVAGE W 0 TURNBUCKLE TENSION WIRE TURNBUCKLE TWISTED & IRON STRAP W SUBGRADE OR F o BARBED SELVAGE ® GROUND SURFACE —12" ROUND SECTION IRON STRAP FABRIC BANG a 12" ROUND SECTION 12„ ROUND SECTIO 6" BEDDING = SLOPING, SYSTEMS BENCHIN ANDTOR O P4 SUPPORT SYSTEMS ARE TO 10' 0' I0' 0" Q. CONFORM TO 0.S.H.A. W C ob•O oe'o° b•° o°ob•O oe °boac'y'oob•� REQUIREMENTS p Q °g'e°moo 0 00o D e oo'o�°o 00 oe°o�;°off o$;oo�o°°o•'ep'o°moo osoe a NOTES: CHAIN LINK FENCE - 3' , 4' & 5' ° ° ° ° Z 2" CLOSED CELL POLYURETHANE INSULATION SEE THE STANDARD SPECIFICATIONS FOR FURTHER REQUIREMENTS. ALL CONCRETE IS CLASS "F" OR BETTER. DO NOT INSTALL DOUBLE PANELS MORE THAN 300' APART ON TANGENTS WHEN FENCE IS LESS THAN 50' FROM THE OR MORE THAN 250' APART ON ANY CURVE. FOR CURVES SHARPER THAN EDGE OF A DRIVING LANE, USE A %" DIA. 5•, INSTALL A DOUBLE PANEL ON EACH CURVE END, PLUS ONE ADDITIONAL GALVANIZED STEEL CABLE IN PLACE OF EXISTING WATER MAIN PANEL FOR EACH 10' OF DEFLECTION, EVENLY SPACED, BETWEEN THE THE TOP METAL BRACE RAIL. (SIZE VARIES) a CURVE ENDS. PULL POST BRACING ON 6 FOOT FENCE IS THE SAME AS CORNER BRACING. H WATER LINE INSULATION SHALL A DROP BAR LOCKING DEVICE IS REQUIRED FOR ALL DOUBLE GATE INSTALLATIONS. 48^ BE REQUIRED OVER EXISTING WATER W THE DROP BAR MUST BE ABLE TO BE INSERTED INTO THE CONCRETE BLOCK ® MAINS FOR THE FOLLOWING AREAS: W Q AT LEAST SIX INCHES. T G ONLY PLACED UNDER ROADWAY HEIGHT WIRE FABRIC DEPTH OF DEPTH OF POST OF FABRIC ABOVE GROUND CONCRETE IN CONC. (MIN. I 0.00 TO STA. 24400.00 T 9.99 T8 5�,N�915A,�o6' 1"-2" 36" 32" 0.00 TO STA. 33100.00 SHEET 5' 1" 2" 36" 32" 0.00 TO STA. 4/150.00 0.00 TO STA. 48+80.00 12 4' 1"-2" 30" 26" WATER LINE INSULATION- 3' 1"-2" 30" 26" THIS DRAWING HAS BEEN REVISED TO REFLECT CHAN S & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS._JI 12 OF 19 W v+ C m Inlet Costing is Neenah R-3067 Or IFCO 515-7 m a Cd M c� z i a 0 o 13' � 0 1' � Transition Integral Curb ° N a 36 R.C.P. ASTM C-76 ° Expansion Joint N C Class 2 .a sv Qg O W ® 13o Contraction Joint Removable Grate v 4 t o Y wm �m Q �0 ym o ° � W yY� Vl �yl w Q O I • Q O C U Block Out For Inlet Pipe Concrete Inlet Apron With W.W.F. 6x6 - w4.0 x w4.O. Concrete ShoII Be M-4000. 6" Thick With 8" Conpacted Subbase Course. 6" Precast Bose c Z 4' S' 4' z w 44" O.D. CURB INLET & APRON - TYPE 1 36 " STANDARD STORM DRAIN INLET w J F 3' For Single Inlet 0 6' For Double Inlet W O Norm Curb SeCtiOn p Or� r� See Std. Dwg. No. a F� V 02721-2 For 4' Inlet Castings. Adjust To Grade. 58, Z Expansion Joint Dio. Smooth Rod d 5' Transition On (Thread Each End) Both Sides Of Inlet m ° 31,2 o Gutter Depression To Top Of Grate6" x 6" 4/4 Equals 31,2 inches Welded Wire Fabric D o W w I N Base Course SHEET SECTION SECTIONS 13 13 ,THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. 3 CHANCES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 13 of 19 go - 4J > Q TYPICAL APPROACH SURFACING m FILL SLOPES NO SCALE CUT SLOPES a 0 5' 4: I 10 11 0' 20 2• I 5 1 0' - 20' 2: I OVER 20' 1.5: 1 OVER 20' 1.5: 1 w NOTE: FILL SLOPES WITHIN THE CLEAR ZONE N SHALL BE 4: 1 MAX. REGARDLESS rL OF FILL HEIGHT. 21.0 21.0' �aW ou oZ 18.4' 18.4' 17.5 TRAVEL LANE 17.5' TRAVEL LANE o> FILL HEIGHT AT AL COVER ALCOVERm SLOPE STAKE c w m %o VpR1 Ike LE 0.20' PL. MIX BIT. SURFACE 0.60' CR. BASE COURSE CUT DEPTH AT -2% CROSS SLOPE 2% CROSS SLOPE-- SLOPE STAKE z z OUANTITIES > U GRAVEL BITUMINOUS MATERIAL UN IT COVER PLANT CR. TOP CR. BASE UN IT PLANT PRIME SEAL TACK MIX SURF. COURSE MIX AREA SQUARE FEET 7.2 23.6 SQ.YARDS PER STATION 388.9 W CU.YARDS PER STATION 26.7 87.4 TONS PER STATION 3.09 0.66 TONS PER STATION 4.9 51.5 GALLONS PER STATION E W �Oy I�1 W w APPROACH PLAN VIEW O NO SCALE F a � O O o V 0- Z DIRECTION OF TRAFFIC 1.4 R-25' R=25' E'I 35' W ; A R/W L INE v, SHEET 14 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS, 14 OF 19 W t m T 0 _ (n � Y m Q Z_ 3 4 W� C O O CULVERT END TREATMENT 0 0 0 0 0 —----— OUANT!T I£S I FOR ESTIMATING ONLY) F-64 ' ,4 ALVANI I DlA. A H PIPE DIMENSION,FT. + RCP,INCHES LENGTH,FT. FSERT- EACH L CP F DIA, (IN) LENGTHLFT 1 8 C D E G R J J 15 4.75 W 0.69 0.27 4LO. 0.75 18 6.5 • * 0.710.2 55. 0.75024 10.0 !0 2.5 12.5 0.5 2.0 0.750.219. 0.75 0 0 0 0 HCY S F DIA. STEEL PIPE W NOTE., GALVANIZED PIPE IS NOT NEEDED FOR PIPE SIZES LESS THAN 18 THEREFORE"B" AND "C" DIMENSIONS ARE NOT GIVEN. o AS REOUIRED w �c m �m �o W PL AN VIEW Z Z G 27" b_ GROUND L 1NE 251 ' W dl R 2%1 X 27%2 LONG STD. PIPE 21/Z X 301/? LONG STD. PIPE X 4" HEX .. h+ HEAD BOLT W 0 y 6: 1 FERRULt LOOP gINSERT AS MFG. BY rz� DAY TON SUPERIOR 0 OR APPROVED EOUAL. po W HUB ENO ON OUTLET 0 5 F 0lA. (SCHEDULE 40 SPIGOT END ON INL ET 27 0O r� GALVANIZED STEEL PIPE 0. F� V END V IEW SECTION A- A V IEW OF INSERTS NOTE: PAINT ALL NON-GALVANIZED PARTS a IN ACCORDANCE WITH STANDARD SPCS. SEC. 612. F W JA W SHEET RCP ROAD APPROACH CULVERT �� END TREATMENT THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 15 OF 19 UTILITY CROSSINGS RELOCATE MISC. ITEMS (BY OTHERS) ADJUST STORM MANHOLE IN PLACE ADJUST WATER VALVE BOXES NEW MONUMENT BOXES ADJUST CURB INLETS IN PLACE CURB OPENINGS LEFT CURB OPENINGS RIGHT o 12+22.51 TEL X-ING DEPTH UNKNOWN 10+64.90 PWR POLE RT. I6+12.5 (1.2' RT, I 12+29.4 LT 12+21. 19 P.C. 12+25.21 2' GAS X-INC DEPTH UNKNOWN I7+63.2 (60a' RT. ) 14+80 (35.0' 1 11+54 (40.0' 1 12+35.2 L T, g ( u I4+42.54 PRIVATE SIGN LT. I7+92.5 (7.9' RT, 1 12+6 5 I RT. 14+31.83 P.T. 12+37. 6 0. NTR X-ING . 5.6' DEEP 17+98.6 <60=' RT, ) 12+10 124.0' 1 17+81.08 N. STH AVE. 15+13. 5 0 N. PWR. CBL X-ING f. CL. UNKNOWN > Y 17+5 .3 RT. 15+88. 3 115- SAN. SWR X-ING E. 7.5' DEEP 14+6 (3 .0 1 In Q I 17+6 . I RT, 20' UTILITY EASEMENT 17+38.95 OAS X-ING . DEPTH UNKNO Q J 17+6�.7 I RT. . I7+47, 0 EL X-ING DEPTH UNKNO ^� u t l - Q II _ - _ _ - _ - - _ 17+66. 7 wTR X-ING £. 6.5 SEEP �� z ? r ADJUST SAN MANHOLE IN PLACE - - 7CS2. 8 }0' STORM SWR X-ING .i2. DEEP w o 3 31' UTILITY EASEMENT _ as � I a Z _°� N o� Q 12+51.2 f3.5' LT. 1 � o MNpi SUBDNSION NO. 97 0_ o- z 1 I z �� do ��u �� IS+89.0 f5.2' LT. 1 z P I =1 3+26.61 - J m o 15+88.6 f l l.8' RT. 1 I + 4 4 II A =6- 19' 09" (LT& T L(� _ CC � o (qq 4 1 D =3' 00' 00" no40' WIDE zo9 o �5' SEWER EASEMEN o-¢ w oz Mx<r N°s 3 (\I I +4 7 74 ;; II z VJACCESS - (Om ; z o� NwzLL om Of o WATER LINE INSULATION a o z L =210.64' 0 3- n� w + +3c90 o� ov 0 81. 17' (3 .00' 1 w o -z A MENT �� - o .� > _m aO�w o ® s O+ ••-; I I u T =1 O5.42' -n n .o o�aLL �o� Qr'u < , _gym_ oL-, > FOREER SERVICE STATON * O R =I,909.86' Q'^ m =n- I 0x<d MI�aLL LOT 3 +O�o S mZ O N E =2.91' +� - +0 o z t '�]x QINOR sueorvlsloN na ,oz1z _w + 4 4ETER^ N II Z SE =N.C. LOT 3 �z + 03L� < - w- " IS UT & MATCH +O mom SUBOMSION N0. 97 v r-�w '^+ om LL T. PAVEMENT nAS w -Or 18+40.71 T 2 S N R 5 E EX. R/W - R = 40 R = 40 a NT EX. R/W ® g F o W _ -- - ---- ,. RR'' yq - - - - -- 45: 1 TAPER- - _ -Is- sAr+ - - - - - - OAK STREET :� �- _ _ _ _ _ ___ _ M o F s 58" 26" E N- - - - - - - - - - - i 8 vi Wm > _ _ _ +S�r 1I ® © -- - - wTR - - - - STOP LIGHT POLE --4=S:-I-TAREJt- (40.50' .F R/W �d w obi ) a I + -- - - ox O .40' ) L 25' SEWER EASEMENT s r �. �17+ 40 31 EOP ft + 40, I SEC. - I 0_ m OE TENIION POND y./= GORYER SERVICE STATION O= 0- W Or p OE1tllIT ION SITE - DNT I I r ID r ,n ; a m v d v+oJ II II I, BLOf PLANTER ,n YCURBz z A O 7 O w wESTLAES FRTN SUBOVSION u -'CUT 05 0'- mo : DO b CIE Z uo aLa .7) +3 u --O z w ow v< F,N W W H 0: 10o: N ro rO - ® _ W W 07 KIIa KN THIS DRAWING HAS BEEN REVISED TO REFLECT S T A. 12+2 g y1y1/�1 iw iw N �� o �� O 0. W CHANGES & CLARIFICATIONS THAT OCCURRED BEGIN PROJECT MN I T1 - - -X1 %1 gnu �N n�= oa'� DURING CONSTRUCTION. CHANGES SHOWN REFLECT o�a ocr0.9 o + +s ai �i +;= INFORMATION THAT WAS PROVIDED TO THE �400=W 'O 7W 'ONW t01l1W T-W H W N O''W� '` -u-ma: -ug0: __� --0 _z ® - � - ® -zs ENGINEER BY OTHERS. l4+ 14f F/Ml AV-.- - ~ - - - - - - - - ---- - - - - - - - - - - - - - - - - - - ---- - ------ ------ -- ---- ------ ------ -- - ---- - - - - - - - - - - - - - - - ----- - - - - - --------- -- - - - - ----- ------ - ----- ------ ------ F+I CDI- - PPI� -- COMM.-- - - - APPR. -[ l�f$I W ---- - - - ----- - - - - - - - - -- - - - -- --- -- - - - - - ---- ----- - - - - - 474 °i ; __ ----- - - - - - - -------- -- ---- -- - - --------- - - -- -- --------- - - - - - ------ ---- - - - --- - ---- 4 740 F�.I O ---- ----- ------ ----- - - - ---- -- --- ----- -- -IN* ------- -- - - - - -- - -------- --- - - - - -mm---- ---- --- - ---- - - - - ----- --- - - - - - - ----- ------ F ...... ...... ...... ..."' - ----- - -----'. ....... .. ." _LV�-- ------ - - - - -- - - - - - -- -- - ------------ - - - - - -- --------------- - - - -MY ---------------- ----- -- --- ------ ---- - - - - - - - ----' ------ ------ ------ ------ ------ ------ ------ ------ ---- - -- ---- ---- - - - - - - - - - - - - - TO ' VO ------------- - - - - -n ------------------------------------ --- - -- - - - - - - ------ -- 47 35 ------ ----- ------ -- - - - - - --- ------ ------ --- - ---- I-- ---- -- - - - - -------------- -- - ------ -- - - - - - - - - - ------ ------ 47 35 r N -_.- ___- --_ -- - -- - - <_ U - _ _ _ _ _ _ _ _ ______ _ ____ ______ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ ___ _ ________ __ _ _ __ ______________________ __ _ _ __ _ ____ - ______ ______ '1 O Q- -4.45JX - - - --------- -- - ---- ---- ----- ---- - ----- --- ---- o Z - - - - - - ---- ------ ---- - - - - ----- - - - -- - - -t -- - -- ----- ----- - - - - -b T---------- -- - - -- - ----------- -- ----- - -- ----------- -- ------------- ---- ----- ----- ----- ----- U 4730 -- - - - - - - - -;►;------------ - - - - ---------- -- ----- -TOP a or 4730 4740 \ * V ' T- - -- ---- ---- - - -- ---- - ---- ------_tune -T - - - - --- - ----------------- - - - - - - - - - ----- ----- 4 4 0- - - - - - - - - - - - - - - - - - - - - - - - - Pk Zp- - - - - - - - - - "f - - - - - - ---------- - - - - - - - - ------- - ---------- -------------------- -- - - ------------------ - - - - - - - - - - /� �� '\ - --- -- --- 3 vc 44735 o 47 35 \s k p0 ------ - - - - - - - ---- - - --- - - - ---- - -- ------ ----------- -- -- --- -------------- - - - - - - - - - - - - ------ - - 47 35 �I + PS �1 --- -- ---- - - ---- ------ - - - - - --- - - - - - - - ---300-v - - - - - - - - - - --- --- - - - -- �� ------ - - -- -- - - - - - - ---- -- - -- ---- ------ ------ - - - - -v - - - - i _«A - b-4'Ll/--o._4ssx - ------------ - - - - - - - - - - - - --- --- -„- cRVE m _ r.6 rr - 4730 �" O 473 - ---- -- - - - - - - - . � EAN LLA 474 - - - -�-0- - - - - - - - -- - - ' - - - - - - - - ---SA POORLY - - --------------- -- o- - - - - - - - - . . .... ..... . . 47404.5 !I ... -- -- ------ - - - - - - * - --- --- - - - - - - - - - - - - - - - --- --- - --GR GRVEL- ---- ----------- - - - ------- $ - - - - - - - - - - - - - - - - - --- - - - -- - - - - - - - - ---- O*. ------ ------ ----- - - - - - - --- - - - - ----- - N a-- -- 4 - ------ o a4735 - � - - - - -- ---- - - - --- - ------ ------ ------ ---- - - ---- ---- -c-- - - - - -- - 0r45Jx - -- = - - - - - - - ......••--- - - - - - - - - -- - - ------ - - - - - - -- - - - - - - - - -- ------ ------ ------ -- - - - - - - - - - - - - - - - - - ---------------------- - - - - - - - - - - - - -- - 4730 w� ----- TOPe -OF- - - --------------------- - - - - - - - - - - - - - - - ---- - - 4730 SHEET - - - - - - -- -- - - - - - - - - - - -- -- - - - - - - - - - - - - - - - -- - -- -- -- ------------------- - - - - - - - - - - - - - - - ---- - - - - - - - - - -- -- - - - - - - - - - - - - - --- ------ ----- - - - - - - - - - - - - - - - - -I ------ --------------- - - - - - - - - - - - - - - - - - - - 16 - ------- ------- ---- - - ------------------------- - - - - - - - - - - - - - - - - - - - - - - - 47 5 - - - - -- ------ - - - - - - - - - - - - ------ ----- - - - - - - - - --- -- - - - ----- ----- 4725 10-f00 I2+50 /5-f00 I7t50 20-f00 16 OF 19 o _ UTILITY CROSSINGS ADJUST WATER VALVE BOXES 22+78.66 TEL X-ING J, DEPTH UNKNOWN 22+63.6 RT. m a o z U + 30' WATERLINE SLOPE AND I" I I ' + + WATER LINE INSULATION O O SANITARY SEWER CROSSING O NO BUILD EASEMENT T + ® o O(V 10' UTILITY I I N 22+93. 13 SAN. SWR X-NG f, 12.7' DEPTH OM i O EASEMENT �� I 0 � � MDNUMENT BOXES I" < I 'L LSECTION 1/� CORNER ADJUST SAN MANHOLE IN PLACE was 6- I U w 22+92.7 (1.4' LT. I �^ 10 LOT 2 OE- I' MINOR SUBDIVISION NO. I09 O J oa IW i 1 kv N HAYFIELD � o EX. R/W - N~ I„ ® EOP EX. R/W EOP _ < a 4 - - - - - - - ASaG -TAP€R- - ------ s--N ----- i 0 0 S 89' 58' 26" E 7 o 45- 1 TAPER o F ® 12' NTR _ ___ ______E� _ _ - - - _ _______ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ 12' WTR- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ �K•_ .R/!t)- - 12" WTR- _ _ _ _ _ _ - - - _ _ - o Y _ F EX. R/W .�. Q7 I -SECTION LINE (SEC 6). o J I T2S, R6E, +Z wI LJ z aE0" ,'. > <'4 WESTLAKES FOURTH SUBDIVISION 1 a l 'C 6 N a al W : 0 g�OC 01S 10N Z II - I ES F D1S`0 o a: T= ov- 1 D I I 1M J - r 3 N + +Z GALLATIN COUNTY II I GALLATIN COUNTY FAIRGROUNDS 5. x ROAD DEPARTMENT I I L u I I a u I aU THIS DRAWING HAS BEEN REVISED TO REFLECT ui" ao CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECTINFORMATION THAT WAS PROVIDED TO THE ilia ENGINEER BY OTHERS. HI - - - - ---- ------ ----- - ---- -- ---- - - - - ... --- - - - - - - - --- - - - - - - - - - - - - - - - - �fJ2 - - - - - -- ------- - - - - - - - - - - - - - -- - - - - - - ---- ------ -- - --- - - - - - - - - - - - - - - --- ---• W � �I 27#1 -- - - - - ------ ------ ----- - ------ ------ ------ ------ ------ ------ --- --- ------ ------------ - -- - - - - --- - - - - - - - - - - - - - - ---- - - ---- ---- - IIC�II fBL-it- P�' -�------- - - - - - - - - pWit-APR -�- ------------- -- - - --- W �I - - - - - --- - - ------ ------ 7 50 - - - - - - - - ---- ------ ------ ----- ----- ----- ---- ------ - - - - ----- ----- ----- -- - - - - -- - - - - - -- -- -- - - - --- - - - - - - - - - - - - - - - ---- --------------------- ----------- ----- ----- ----- ------ 4750 O /O� ___ ______ _____ --_-_ ______ ______ _____ _____ _ ______ ______ ______ -____ __________ ____ .____ _ _ _ _ _ _ _ __________-_ __-__ _____ _- --___- _____ ______ - _____ ______ __ _ ___ w w = xa 7 45 ------ ----- --- ----- ------ ------ ------ ------ ----- - - ---- ---- ------ ---- -- --- ----- - - - - - ----- ----- ----- _ - - - - - --- - ---- ---- - ----- 47451 O a1 ----- - - ----- ------ ------ ------ - --- - - -•---- ....... ...... - - - --- ------ ------ ----- - - - - - -------- - - --- ----- - - - - - - - - - -- ------- ---- ------------- - - -------- ---- - ----- ----- --- --- ---- - - ------ ------ ------ -- - - - - - - ---- ------ ------ ------ - - - --- ------ ----- ----- -- -- - - - - ------ - - --- ----- -- - - - - - - - - - - --------------------- ---- --------- ---- -- - - --- ------ - - - - - ---- - - ------ ------ ------ - - ---- ------ ------ ------ ------ ------ - - ---- ------ -- - ----- - --- - ------- - ---------------- - - - - - - - - ------ ----- ----- ------------- ----- - - --- - - - ---- - - - - - - O ________ ___ D O- __ _ _ __ __ __ 740 ---- -- ------ ------ ------ ------ ----- ------ ----- ----- -- - - - - - - -- --- - - o , - - -- - - - - - - - ---------- - - - - - - - - - - - - ---------------------------------- ---- - - - - - - - - - - --- - - - - 4740 ---- - ------ ------ ----- - - - ---- ------ - ----- ------ ----- ----- -- - - - - - - - - - - - -------- - N* - - - - - - - - - - - - ---------- - - -------------- - - ------------------ -- - - - - - ---- - - - - • - - - - . _.- - O - -•• •- - - - - - - - - - - - - ------ W 47 35 - - ---- - - - ---- - - - - - - ------ ------ ----- --- - - - - - - - - - - - - ---------------------- - - - - - 4735 o ---- ------ ---- - - - - - - - 3ao'- vC - - - - - - — — _ w m o: . .. --- ----- - - - - - - - - - - - 7 ,E4 rf 0:3 Tr--- ----- - - - - - - - — — -- ft - - - - - - - - - - - - --- O --- - - - - - — SAN LAY 7.5 l---- - - -VIC- - ---- - - - -------- ------- S r LE-AA-CL-AY-�- �7:2 r---- - - - - - P O ------ - - - 4730 _ _ ----- ----- ------ --1EAp AYE - - -- -- ---- - -- - -- - - - - - --------------- - - - - - - -----------SANDY. ORLY �+ 4730 -• •-- ----- ---- - - c c ANDY._PO RLY ----- ----- - -- - - - - - - - - --- - - - - --- o - ----- ------ ------ ------ ------ - - - - - - - - - - - - ------ - - - -- -- -- - - -- - - - - - - - ----------- -- - - - - ---- ------------------------- --------- -- - - - il- •- --- •-•--- ------ c -- - - - - - ------ ADED_GR ------ - 6.0 t- 47 25 • - - --- ------ - - - - - - - - - - - - - - •--------- -------------- ------------------------------------- - - -------- - --- - - - - - - - - - - - - - - - - - - - - ---- ----- 47 25 Q1 0 A. + -, ---------- ---- -- ----------- - ---- ---- --- ---- - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - -- -- _ _ _ _ _ _ _ ______ W ____ _ _ _ _ _ __ ______ ___ _ _ _ ______ ______ ____ _ _ W _ _ _ _ _ _ _ _____ _ _ ___ ______ ______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ __ _ __________________ ___ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ __ VI 4720 ------ - - - --- ------ --- - - - ------ - - - - - - - - - - - - - - - - - ------ - - - -- I ----- ----- ------ -- --- ---- - - ------ - ------- - ------ ------ - - - - -------- - ----- ---------------- -- - - - -- - - - - - - - - - - - - - 4720 SHEET ---- ------ ------ ----- - ------ ------ -- - - - --- -- ---------------------------- ----- ----- - - - - - -- ------ ____ ---- ------ ------ ----- - - - -- - -- - - - - - - - -- ------ ---- - - --____ ____-_ - - - - - - ---____------_--_ _ ___ -----__--__ -__ _---_--_____- =_____--_____---------__----- ----_- _____ - __ _ _ _ =__- 17 4715 - - - 4715 i� of Ta 20100 22-f50 25100 27*50 30-f00 W m < m O J p AT NEW NONUAENT BOXES O / UTILITY CROSSINGS UTILITY CROSSINGS i + d � O / o p 36480.0 PWR P T. 33+80. 14 P.C. + / 36+75.39 0.H. PWR X-ING f. CL. UNKNOWN 34+65.5 RT. M z ® 39+52.66 P.T. Lf 00 z In / ®WATER LINE INSULATION Z 0 1Y 31+50.00T 3 + . a AS N - 0 39+50.00 TO 40+00.00 � -Z 0 / ®ol O +w +z PI =36+75.29 w °o / A =34• 21' 04" (RT) V-DITCH /HAYFIELD 3 V-DITCH D =6' 00' 00" I SLOPE WATER LINE / 3: 1 SLOPE L =572.52' T 2 S N R 6 E EOP E • ® R =954.93' E =44.57' o MID-SECTION LIN, ^ + SE =N.C. T25, R6E, x u ® _ 2 o W x FiF t m i 4 1�- E OP ABANDONED _ _ _ _ _ _ 11• IITR- _ _ _ _ _ _ __ _ __ __ . . . R.R. TRACK/A"'- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _x©, a MI -SECTION LINE (SEC 6), x x=x x "—�` 7 N> T2S, R6E w wl I I rx W ]Y( W M I \ Y �U > SEC. 6 G < Z - A = i � s e` Ap �j U a N 0 9\,Or-,, 10N \ \ \ ASPHALT < < N 3 I - \WIE5 ~ > x + o EX. R/W =4 r W v v GALLATIN COU TY FAIRGROUNDS F NEW CHAIN LINK FENCE o EOP xa yLx H < < 04 r Z c x-x x-xx-x-x-- -x-x x-x x J CL u v +�' +q F IRGROUNDS z >_ IL > K ac m v W Z 3 o d 0) K LL. —x—x—x—x x—x—x�"max N N h - N N " �w .fl��_ 0 A, K N N BL G (j�pNr fOxwt- f I 3� x a THIS DRAWING HAS BEEN REVISED TO REFLECT xN xN t 5 Ap HORSE TRACK o <LL �dd�K 3x ¢�^ Nvl <W +3 0 N x<r ca CHANGES & CLARIFICATIONS THAT OCCURRED W W r\+ a.\zv p W < Ono one x—. x m n� \M � "z" ONE Om� DURING CONSTRUCTION. CHANGES SHOWN REFLECT �x� \ -yl `o3 V0 n Os= INFORMATION THAT WAS PROVIDED TO THE � dl cysr •:P Ing In�m� a, OW~ ENGINEER BY OTHERS. NW- NW- ® rfZi "Zi nc� n2i cZi - - - - -- - - - -- -------- -- - - - - - - - - - - - -- - - - --- - - - --- - - - ----- -- - - -------- - - - - - -40 0-- - - - ---- - - - - - - - - - - - - - --- ------ W OAA� "Oo - --- - - - - - - - - - - - - - - -- - - PRNA7'-E PPR.- RT. - - - -- - - - - - - - - - - ----- - ---------- - - - - - - - - - - - - ---- - -- ----- - - - - - - - - - - - - - - - - - - - - - - - E-AP -6T=.- - - - - - - - - - - - - - - 4750, F+1 - -- -- - - - - - - - - - - - - - - - -- - -- - - - - (35-)- - - - - - - - - -- - - - - - - - - - - ------ ----- - - - - - - - - - - - - - - - - - - - - ----- - ----- - -- -- - - - - - - - - - - ---- - --- - - - - - - - - - - - - - - fJ --- ----- - - - - -- 47 50 - - - - - - ------ - - - - - - - - - -- - - - - - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - -- - - - - - - - - - - - 47 50 m F O ______ __ _ _ _ _ _ _ _ _ _ ______ ___ _ _ _ _ _ _ _ _ - _ _ _ _ __ - - _ _ _ - - - _ _ _ _ _ - _ _ _ - __ _____ _ _ _ _ _ _ _ _ _ _ _ _ __ _- _ --___ ____ _ _ - ___________ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ ___________ __- _ _ _ _ _ _ _ _ _ - - _ _ _ - -_ - __ _ __ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ y� _ _ _ __ _ _ _ _ _ __ ____ _ F ------ - - - - - - ------ - -- - - - --------- - - - - - - - - - - - - - - - - -- --- - - - - - - - - - - - - - - - - - - - - - - - -- - ------- --- - - - - - - - - - --- - - - - - - - - - -- - - - - - - - - - - 4745 C a1 - - - - - - - - - - - - - -- ---- - - - - - - - - - - - - - - - - - - - - - ----- -- - - - - - - - - - - - - ----- --- - - - - - - -- - - --- - - - - - --------- ------ - - --------------- - - - - - - - - - - - - - - - - - - - - --- -- - - o O U - - - - - - - - - ---- ------ - - - - - - - - - - - - - - - -- - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - � z - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - ------ - - - - - - - -- - - - - - - - - -- ----------- - - - - - - - - - - - -- -------------- - - - - - - - - - - - -- - -- ----- - -- - - - - - - - - - - - - - --- - -- ----- - - - - - - - - - - o - - - - - - - - --- ------ - - - - - - - - - - - - - ----- ------ - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - ------- - - - - - - - - �. n - - - - -- - - - -- - ----- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - ----- - - - - - - - - - - - - --------- - - - - - - - - - - - A l- - - - - ------------- -- - - - - - - - - -------- ---- - -------- - -- - - - ----- - - - - -- ----- - 4 7 35 a o 4735 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ------- - - - - - - - - - - - - - - - - - - - - - - ----- - - --- - - - - -- -------- - - - --- - - - - - - - - - -- - - - ---- - - - - - - - - - - --- w Vcl - -- --- - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - --- - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - -- - - - ----- - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -*a oox o._oox - - - - -- -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - -- - - - - -- ---- - - --- - -- - - - - - - -- - -40ax — _ _ __ ----- -- - - - - - - - - - - - - - - - - - ---- - - - - - - - - 4730 E-4 - - - - - - - - - - - -- --- - - - - --- - - - - -- --- - - -- - - - a - - - - - - - -- - - - --- - - - - - - - - - - - - - - -- - - - - - - - --- - T OX rT): -n- - - - -- - - - - - - -- ----- - - - -- - - - - - - - - - - ---- ----- - - - - - - O - - - -- - - - - - - - - - ---- ----- - - - - -- 4 - - - - - - ORGAN -CLAY- SAND W O �-/. tf- - - --- pp _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ ___ _ _ _ _ _ _ _ _ _ _ _ _ ___ ______ _ _ _ _ _ _ _ q . _ _ _ _ _ - - . . _ _ - - _ _ _ _ _ _ - - _ _ _ - _- _____ - - _ _ __ _ _ ___ __ _ _ _ _ _ _ _ F a,N - - - - - - - - - - -- --- - - - - - - - - - - - - - - - - - - -- LEA CLAY O ' 4725 - - -- - - - - - - - - - - - - --- - -- - - - - -- -- - - - - - �,- �3:s n o- 4725 a o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - ------ - - - - - - - - - - - - - - - - - --- -------- - - - - - - ----------- ---- - - - - - - - - - - - - - - - - - - - - - - - M W _ _ _ _ _ _ _ _ _ _ _ _ _ ______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ ____ _ _ _ _ _ __ _ _ _ _ _ _ _ ____ ____ _ - _ _ _ _ _ _ - - . . _____ _ - _ __ _ _ . _ _ __________ _ - - _ _ _ _ _ _ _ . _ - _ _ _ _ _ - - _ _ _ _ _ _ _ - - . _ _ _ _ _ _ ___ _ _ - - - SANDY,_ ORLY In GRADED RAVEL - - - -- - --- - - - ------ 47 20 - - - - - - - - - - - - -- - - - - - - - - - - - ---- - - - - - s.s ri- ------------ - - - - - - -- - - -- - - - - - - - ----- 47.20, SHEET 4715 _ _ -------- - _ _ _ - - - - - - - - - - - - - - - - - - -- --- ---- - - - - - - - - -- -= ------ - - - ---- ------_- _ - - - - _-- - - - - --- - -- ----- - - - - - -------------- ---- - --- - -- ---------------- _ _ _ _ - - - --- ------ ------ ------ 1 - - - - - - - - - - - - = - - - - - - - - - - - - -- - - - - - - - - - - - -- 8 ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30f00 32-F50 35f00 37f50 40f00 18 of 19 W CURB OPENINGS RIGHT RELOCATE MISC. ITEMS (BY OTHERS) FIRE HYDRANTS NEW MONUMENT BOXES ADJUST WATER VALVE BOXES UTILITY CROSSINGS o 46+8g I40.0' 1 48+62.4 TEL RISER RT, 45+72. 1 FIRE HYD. t 12.4' FIT. 1 44+64.89 P.C. ® , 6.4' DEEP 48+63. I PWR POLE RT. 45+76.05 RESET IRE HYD. 132.0' RT. I 46+45.82 P.T. 48+60 LT. A Q � N r EX. R W 48+62.46 ABANDONED TEL X-ING £}} DEPTH UNKNOWN m 48+63.82 0.H, PWR & CBL X-ING t CL. UNKNOWN Z 48+87.87 20" SAN. SWR X-ING €, DEPTH UNKOWN a WATER LINE INSULATION \ G j + 4 1+50.00 0 _ ow 0�00g5+S82Z �3s \ _co o� ®47+00.0 T 48+80.00 p\ .SA• 59 S n +300 0 0�z �� J •%� Ex. R/W �Z O C \� 93 mac' \ 0 \$0' + m NO CURB & GUTTER ^ vPW o ',tea \, 93.2gEi oz 'm r� ASPHALT ONLY ASPHALT via mw— \ 6 Ln z t 0\• O q + q /* om x` a Q o F 3\A \ R 50 ABANDONED TELEPHONE CONDUIT „? EX. R/W� Z 3 n G• d IN PLACE - TO BE REMOVED a */ o3wQ �O O� "� ""''® & DISPOSED OF BY CONTRACTOR v¢m L �� M NO 15" SAN, SEWER WITHIN ROW LIMITS u o wU0 a LINE FOUND DURING 61 CONSTRUCTION S WCUT & MATCH < a g 4 C' •�n Q3or a E IST. PAVEMENT L 45' I TAPER PUBLIC EX. R/W \ e NO CURB & GUTTER ® S APPROACH \RFE we ASPHALT ONLY w m - m -OP 5 37' 23" E ou c� _ Ap R/W R - 50' co a Ssc�f B o * cE`�p"PO ESO^S �* \ F1 E HYO� 00Ppp N(�RpNNEv o z z_xo� °� \ e Y� - - c *� C� OF tE v�< r < w¢w �c F Mp\N ¢o: ¢z n +o Z \ .� Fw_ 0 LOp�t m\Ao Ao+3oo Qz ePL 0\.OP d a .- v(r.03 �G�Q�wm w v r0 v r0 z Z W W oln of STA. 48+75. 69 Z THIS DRAWING HAS BEEN REVISED TO REFLECT 00 = = J F� ru ru 0: END _ #4 CHANGES & CLARIFICATIONS THAT OCCURRED o o m m 0 JW �� ,,, a ENS PROJECT MNI #4 DURING CONSTRUCTION. CHANGES SHOWN REFLECT o o� > j < zuw JN Div ?<W ¢ p + NU NU ti� r J> J> r-0 INFORMATION THAT WAS PROVIDED TO THE o? +o N N .o .Oda N N oo-+oa- O ENGINEER BY OTHERS. �w vw row a+ow a+ow c+om=W cow cow c+oo=w c+ow vm vz az vz vo—¢ vz vz oo—� v - - - - - --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 4s+e F --- - - - - - - - - - - - - - - - - - - - ------ ------ - - - - - ----- ----- - - - - - - ----- m --- - - - - - - - - - - - - - - - - - - - - - ---- - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - --- - ------ ------ ------ - - - - - ----- ----- - - - - - ----- -- - - - - - - - - - - - - '- b PI�NA E iIPPR - - ----- N W 4740 - - - - - - - -- -- ------ ------ -- - - - - - - - - - - - - - - - ----- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -j - - ---------- - - - - - - ----------- - - - - ---ri •- -- - ---------------- - - - - - - - - - - - - --- - - - - - - -- 4740 C ---- - - - - - - - - - - - - -- - - - - - - - - - - -- - - - ----- ----- - - - -- - - - - - ------ - - - - - - - - --~ '-- ---------- - - ---------------------- ------ f os ---- ---------------- -- - - - - ----- - — - -- x - - - - -- - - - - - - ------ -- - - - - - - - - - - - - - - - - ------ ---- - - - - - --- -- - --- ----------- - - - - - - - - x -------- - - --- : - ----- ------ - - - - - -- - - - - ----- - - - - - - w a- o • -Tx- - - -- - -- - - - - ----------_--- - - - - - ----- ----- - - - - - - - 47 35 ---- - - - - - - - - - - --- ------ -- - - - - - --- -- -- - - - ----- ---- - - - - -- ----- ------ - - - - - - - - 300 vc - - - - --- - -- - - - - - ---- - -- - - - - - - - - - - ------------- - - - - - - ------ ----- - - - - - - - 47351 E al --- - - - - --- - - - - - - ------ ----- - - - -- - - -- - - - ----- ----- - - - -- ----- ----------- - - - - - - - - - - - - - - - o - -------- - - - - - --- - - -- ---- - - 'MP-B& -OF - - - --- - - - - - - ------ ------ ------ ------ ----- -----• - - - - - -•____ ____••-• • - _ • - - - - - - - - -- v to - - - --------- - - - - ---- - --- - - - - - - - - - - - - - - - - -------------- - - - - - - - - - - - - - - - - - - - - - 0 Z U---- - ----- ------ ------ ----- - ------ ----- ----- ----- -- --- ----- ---------------- - - - - - - - - - o `- - - ----------- ------------- - - - - - - - PYRB [� - •-------------- - - - - - - - - - - - - - - - - - - - - - - - � 0. - ----- ------ ------ ----- - 4730 I, - - •-------------- - - - - - - - -- - - - - - - - - - - - - 4730 - - ---- ------ ------ --- - - - - - - - - - ------ ------ ------ -- - - - - - --- ------ --- - - - -- - - - - - - - - - -- -- - - - - --- ----- - - - - - - - - --- ------ - - - - - - - - - - - - - - - - - - -- - --- --- ------- ----- ----- ----- - - - - - - - - - -- - - ------- -- -0.4 fZ 4735 +I:0847 �00 vc ---- - - — — �.1 + 3W-Y - - — DPSOIL - •--- /7 ff 4 44 -- ------------ --- -- - - - - -- - - - - - - ---- - - - - - - - -- -- - --- -- - - - - - - - - - ------ ----- ----- ----- - - - - - - ----- ------------- - - - - -- --- ----- 5 ff ---------- ---- - - - - ---- - - - ----- - - - - - --- - - --- 4 7 30 ----- - - - - -- ------ --- ------ ----- ------ ----- -- - - - ------ ------------ -- - -- - - - ---------------------- -------------- - - -------- ---------------------- ------ - ---- ----- - -- - - -- 4730 E-1 SANDY. 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CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. o X a 3 2+OO aEM ND. D£SCRIPrOM DUANT ar UNIT REFERENCE m 0 ' w U �y 4f I CLASS 51 8" D.1.P. 75 L.F. UPWSS 3 a Z 2 12" x 8" TAPPING TEE I EACH MPWSS � 0 3 3 I O 3 8" GATE VALVE I EACH MPWSS x Q X W � x W W 4 2" CORPORATION STOP I EACH MPWSS �^ ti a 3 5 8" MJ CAP I EACH MPWSS N X STA. 0400.00 c� 6 2" WATER L 1NE INSUC AT ION 240 S.F. OAK STREET o u m 2 CONTRACT DOCUMENTS N CONNECT TO EXISTING 12' D.I.P. W INSTALL ! x 8 TAPPING c m 3 4 & 8" GATE VALVE W/THRUST BLOCKS W I C 7 CONCRETE (THRUST BLOCK) 0.50 C.Y. & 02��8 1 !! X 3 3+00 8 TYPE I BEDDING MATERIAL 16 C.Y. C.a B. 02221- 1 a a} o ym o 9 TRENCH EXCAVATION 25 C.Y. C.a B. 02221- 1 x 4 X TRACY AVENUE 10 STEEL POST 1 EACH C.a B. 027/9- 1 TA f7 INSTALL 8 MJ CAP W/THRUST BLOCK (MARK END WITH STEEL POST) THE FOLLOWING SPECIFICATIONS FOR THE 8" WATER MAIN STUB X I SHALL BE ADHERED TO IN THE FOLLOWING ORDER OF PRECEDENCE: XSTA. 0*73.00 f 1 J CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS _ INSTALL 2" CORPORATION STOP STANDARDS SPECIFICATIONS (MPWSS), FOURTH EDITION Z FOR FLUSHING & TESTING (REMOVE & PLUG AFTER USE) (2) OAK STREET CONTRACT DOCUMENTS (dated 10-28-97) X (3) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), FOURTH EDITION PC 33+80. 14 34+00 ] E 0 Pip T'Pf B EX AVATION 20 10 0 20 40 60 80 W w 4740 YPE I B CK ICL 4740 w E-1 0 UTURE PROPOSED I INISHED GRADE HORIZONTAL GRAPHIC SCALE J �? 4735 s o s ro 20 4735 " a E !STING GROUND O VERTICAL GRAPHIC SCALE a z U 4730 — — — — — — — 4730 NEW WATER LINE INSULATION Ey f ' WIDTH 80' LE GTHJ W 47251 1 dl 14725 rn 8' CLASS 5 I D.1.P. z P (75 FEET) rn + 4720 4720 M x PW� IF^ U W 47 151 1 47151E� W VL _ao Y (J V 0uj �-Q OQ) �O N 4710 ��" M . 471 SHEET Lu 4705 ^�2,�3 =_� 23 4705 0t00 1t00 2t00 11 OF i THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS �. ADJUST STORM MANHOLE IN PLACE o� 16+12.5 11.2' FIT. I 1 7+92.5 17.9' RT. 1 _.. _-__..._._...._. _. PLACE CONCRETE LIDS ON CU B I T I r Y m a O 17+63.2 1601' RT. I � O 17+98.6 1601' RT.) V Z Q O Q Q — O Lor t PI =13+26.61 ^ + MINOR SUBDIVISION NO. 97 ID O o A =6• 19' 09" (LT) U'1 1 o O �►Of o D =3• 00' 00" LID w CV p r w cr o L =210.64' z - o a' co w T =105.42' ^ > o o o R =I.909.86' m ,i o o Tn FORMER SERVICE STATION LOT 3 TD E =2.91' - MINOR SUBDIVISION NO. 109 + ~ - In n METER---- `�' SE =N.C. LOT s +' I` S UT & MATCH + # mom SUBDIVISION NO. 97 v ` T. PAVEMENT CD - - _ 17+23.5B 18+40.71 a N R = 40 R = 40 SAWCUT & MATCH a $v o m--TE _EXIST_ PAVEMENT W _B•. MiR-_ _ _ - _ _ _ _ _ - ® % P 4 -- - - - - - - - - - - - - - -? _ _ 45: 1 TAPER -- I �SAN39''- a: w �' 18' E----- - - - - --- - - - -15' sAw s SA* - OAK STREET a _ __ __ S__ "AN. IS- SAN_ _ _ _ - F _ -STM- _ _ _ W m 0 m a Is, N. --- -- -- - � 8 58• 26"-E- - a - - - - � - -- © - - - - - ------ ----- - -- --- -- -I- - -- - - - - -1 - - - - -®- - - - - - - -45:-I-TARER- �l yO6 �� ♦ � 2 O Y� U s ,0 - 7+ 1.31/ +39.0 DETENTION POND 'r;y R = 4 ; R = 40' FORMER SERVICE STATION DEMOL I7ION SITE - DIRT ® _ LOT I, B R CURB = a I w In '^ — 1 J NF SiI AKES FOURTHTH SUBDIVISION `UT t e ! .1. = 2 Z 1 v ~a N Z Do m Al J Q �Z O T� N ow J I On r v U 0. -a o = m X !A1 U +U:3 F V- cr tO(r-1 � wH O] rJ0r . 'a, 0�_ — 0_ X -U L.)w W w Om W JW STA. 2+29 a:W N w w 7 N N v w a> - <> -%> -X> vU OZ v- "7- ON4 BEGIN PROJECT MN I #4 oCa ova g ;; - ;; W; Ln 40� it =w ID C7=W ID Nw �D low I`W NW I�w I-w Q�w~ Vl �U-0[ -u-O: _-� --0 -Z _•- -Z - -Zi - - - - - - --- --- --- --- . - - - --- --- ---- ---- -- - - - ------ - - - - - - - - - - - - - - - - aillKi - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W _ _ _ _ A -aI q h�l 4740 - - - - - - - - - -- ------ ------ ------ ----- JW^- - W 0. 4740 i� M b _____ ______ ______ ,�yq•L_ _ a�J_ _�o_. Zt _ oNZ_ - - - - - - - - - - - - - - - _---_ --•___ __ _ _ _ _ - - - - - - - - _ _ _ C/1 E- 0 __ u J 47 35 ---- - -- -- ---- --- - - - ""4 -- - -- - - - - --- - - - --------- - - - -- - - a �- 0. �� ' a - -- - - ------------- ------ -- - - - - - - - - - - - - - 4735 _ x a ><� 4 7 35 E-I - - - - ----- -- - - --R ) -- a - - L, _sI_> W 'G - - - _ -- - - - - - - - - - - - - - - - 47 '�' - �I\cam k 19-- - -------------------------- - -- - - - - - _ - - - - - ---- - ------ ----- ----- ----- ---- - - - - - -- ------ -- - - - ------ --- ------ ------ -------- - - - - - - - - - -- -- -- - � U A ,Da tc.�} 4730 a 7 -- - - - - -� - - _ _ _ i ------ ------ ------ ------ -- --- - PA -�d 40X- {- - - - - - - - - - - - - - - - - - - - - - - - ---- ----_ ----- ------ ----- - - - - - - - -- - - - - -- - - - --- - -- - -E - - .� e�� 1 EL' !l' S -_ - - - - - W O - - - 4725 Q - -e° - - _ "'- - - - - - -28:29: IZ » - 4725 + INV. El. 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_ - - - _ _ _ _ _ _ _ _ _ _ _ -_ __________________ ______ - _ -_ ____ __ _ ---_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ W w _ _____ __ ____ ______ _ _ _ _ _ _ ______ ______ ______ ______ ______ ___ _ __ ______ ______ ________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ ____ _ _ _ _ _ _ ________ _____ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ F 47 4 5 - ----- ------ ------ -- - -- - ------ ------ ------ ------ ----- -- --- ----- ----- - --- - ------ ---------- - - - - - - - - - - - - - - - - - - ----- --- - - - =- - - - ---- - - - - - - - - - - - - - - - -- 47451 _ N31r - - - - - - ---- ---- - - - - - - - - - - - - - - --- - � ptiG4 a a 1� ___ _ _ _ _ ____ _ _ _ _ _ _ _ _ ____ _ _ __ C _ _ _ _ _ _ _ _ __ ___ _ _ _ _ _ _ _ _ _ _ _ - __ y - - _ _� _ _ _ _ _KW _ -_ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' O Q - - - - - - - - - -- - - - - - - - - - - - - -- - - -- - --- -- ----- ----- ----- ----- - - - — - ---- ------------ --- - - o --- - - -01A as=�- -- --- - 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- - --- - - - - - ----- ------ - - -- N 4 7 20 - - --- -- - - - - - - - - - - - - - - - - - ------ ---- - - ---- ----- ----- ----- ----- ---------- --- --------- - - -------------------------------- - --------- - - - - -------- - - - - - - - ----- ----- ----- ----- 14720 SHEET - - - - - - - - -- ----- ----- - ---- ----- ----- ----- ------ -- - - - - --------------- - - - ---------------------------- - - - - - -------- - - - - -------------- - - - - - - -- ----- ----- ------ :___ _____ ____ _ ____ _ _ _ _ ______ ____ _ _ ______ ______ _ _ _ _ _ ____ __ _ __ _ _ ___ ________________________ _ _ _ _ _ _____ _ _ _ _ _ ________ _ ____ ______ _____= ST2 47 15 - - - - - ----- ------ ------ - - - _ _ - ----- ----- ---- - - -- - - - ---- -- --- _--- - -- ------- - --- -- - - - - - - --- ----- 47 15 40f00 42+50 45f00 47150 50100 2 of 2 W m t � SUMMARY ma SIGNING & DELINEATION 0 U A N T I T I ES 3 _ � a 0 MATERIAL TOTAL UNIT SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING (1) 9.4 SO. FOOT , SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING (III) 66.4 SO. FOOT SIGNS-ALUMINUM SHEET INCREMENT SHEETING (1) SO. FOOT SIGNS-ALUMINUM SHEET INCREMENT SHEETING (III) SO. FOOT OVERLAY-SHEET ALUMINUM SO. FOOT W Z �W POSTS-STEEL "U" POUNDS POLES-TREATED TIMBER-BARN-4" TOP DIA. LINEAR FT. o m ,o POLES-TREATED TIMBER-BARN-5" TOP DIA. LINEAR FT. >' o POLES-TREATED TIMBER-CLASS 4 LINEAR FT. POLES-TREATED TIMBER-CLASS 3 LINEAR FT. POSTS-2%" 0.D. GALVANIZED STEEL 765 POUNDS POSTS-TUBULAR STEEL (SQUARE PERFORATED) POUNDS POSTS-STRUCTURAL STEEL POUNDS Z OVERHEAD STRUCTURE-METAL-CANTILEVER LUMP SUM OVERHEAD STRUCTURE-METAL-BRIDGE LUMP SUM HIGHWAY TRAFFIC STRIPING-WHITE GAL. (S) HIGHWAY TRAFFIC STRIPING-YELLOW GAL. (S) WORDS & SYMBOLS W p W � DELINEATOR-DESIGN A 34 EACH F O DELINEATOR-DESIGN B EACH m F DELINEATOR-DESIGN C EACH x �" DELINEATOR-DESIGN D EACH Z; O DELINEATOR-DESIGN E EACH C ZU DELINEATOR-DESIGN F EACH DELINEATOR-DESIGN G EACH DELINEATOR-DESIGN H EACH REMOVE SIGNS 2 EACH REMOVE SIGNS-GUIDE EACH RESET SIGNS EACH z W ►►�tiGii RESET SIGNS-GUIDE EACH W z a *4 C.o.B. DEAD END BARRICADE 2 EACH W v) FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH SHEET SO. TUBULAR SIGN POST SLIPBASE BREAKAWAY DEVICE-3" I EACH ^'i THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 1 OF 6 o U > Y m Q Z SIGN LOCATION AND SPECIFICATIONS >Wo C 0 REFL A � 2 SIGN PANEL (SO. FT. ) TIMBER POL STEEL POST(LBS) IGN u1D SHTG O �� 2 O 2 r O �O .� (Lin. Ft.) v Q C o t� O Q Q O' p YP 2 2Qc� O� (� QC� '� Q 2 Q Q Q J 2 Q Q<v O ,\� J(v=� J<v=�? �•2' 20 Q "� �(vk'�v`� ��v�v �P ?Q � Q 2 � J J �J J �2' � J2O � �- , ~ , /• Q V Q �, J F v� 2 O O 00 v v `7 :~ J0J JOJ AQJ� J Qc�v. 2 Q 0C� V �, <�" �' c� 0� Q O� REMARKS 12+94 2%" O.D. Q LT. R3-8o 36" x 30" III 2' STEEL POST 12' 6" 7' 0" 3' 0" 7.5 73 gu N 13+00 2%• 0.D. �W RT. R2-1(351 24" x 30" III 2' STEEL POST 12' 6" 7' 0" 3' 0" 5.0 73 c m 16+28 2%' O.D. RT. R3-8o 36" x 30" III 2' STEEL POST 12' 6" 7' 0" 3' 0" 7.5 73 - 17+60 (21 D-3 (2) 30 x 10' I III 2%" O.D. 1.6 D-3 = OAK ST $ LT. (21 D-3 (2) 42" x 10' I III 2' STEEL POST 12' 6" 7' 0" 3' 0" 2.6 73 D-3 = N FIFTH AVE m R I-I 30" x 30" 111 111 5.2 m c w _ o 1 7+72 C.o.B. RT. DEAD END SEE C.o.B. STD. DWG. 09810-2 1 7+89 C.o.B. RT. DEAD END SEE C.o.B. STD. DWG. 09810-2 43+00 WI-IL 36 x 36 III 2%" O.D. 6.3 RT. W13-1 18" x 18" III 10' STEEL POST 14' 10" 4' 0" 3' 0" 2.3 86 44+00 2%" O.D. w LT. R2-1(35) 24" x 30" 111 10' STEEL POST 12' 4" 5' 0" 3' 0" 5.0 72 Z U 44+00 2%" O.D. w RT. W3-I o 36" x 36" 111 10' STEEL POST 14' 3" 5' 0" 3' 0" 6.3 83 45+23 2%* 0.0. RT. R3-8o 36" x 30" III 2' STEEL POST 12' 6" 7' 0" 3' 0" 7.5 73 48+00 W I-I R 36" x 36 I I 2%' 0.D. 6.3 LT. W13-1 18" x I8" II 2 STEEL POST 14' 10" 6' 0" 3' 0" 2.3 86 48+43 (2) D-3 (2) 42" x 10 1 III 2%' O.D. 2.6 D-3 = N ROUSE AVE RT. (2) 0-3 (2) 30" x 10 1 III 2' STEEL POST 12' 6" 7' 0" 3' 0" 2.6 73 1 D 3 = OAK ST. RI-I 30" x 30" III III 5.2 9.4 TOTALS 66.4((III) 765 2 W CF O W xa J f DELINEATOR LEGEND Z U --I DESIGN "A' 34 --iI DESIGN ''B' 1 1 DESIGN ''C' F' z0 HI DESIGN "D' W z HIII DESIGN "E' z � H DESIGN "F' z a DESIGN "G' W O J r DESIGN ''H' W W DESIGN X. SHEET S2 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 2 OF 6 o' J U' T x m ¢ z_ 3 STA. 17+60, LT. REPLACE R1-1, (4) D-3 o FROM 17+49, RT. s55 0 0 z > w Q dO1S _ O G Q STA. 12+94, LT. 1S MVO " z ._ REPLACE R3-8a O OAK ST O FROM 12+10, LT. O O + + T2S N RSE = h g U U V W l 0 D D m w N N O N O ¢ m ti O Y N Z O+ F .-- ♦ F + ? + Z W + Z :a N °d oV oZ O Q IA \D J T- coLo O Oi W _ J J — W C W + Z �- 40 *W �Z N~ 1A~ V1 ul a SEC. I N W C9 + Z W La cLa ow m w o T U a Lam W U m W � R/w a D = 3' 00' 00" S = N.C. a �L4 z X - - - - _ � = = - = R/w 45� I TAPER_ z S 83' 39' 18" Eq. -� — W T - a' S 89' 58' 26" E .a ft — �f/Ltt — — — — — — — /� // �~ 45: I TAPER — - W R/w — — z R/W z - g i p K♦ STA. 1 7+72, RT. STA. 16+28, RT. STA. 17+89, RT. STA. 13+00, RT. NEW R3-8o NEW DEAD END BARRICADE NEW R2 I (351 (SEE C.o.B. STD. DWG. 09810 2) W O ICI STA. 1 2+2 1 . 19 W BEGIN PROJECT MN #4 NOTE3 ALL SHOULDER LINES ARE 4' WHITE PAINT. OO W p o o U ir z a YELLOW PLASTIC fIa I 70~ DBL 4" SOLID TYP T ITPI'1 !f♦rEUDrPIASfCWi�SP� YELLOW PLASTIC (/1 WITH 4" SPACE r�Yk� WWE Pusrc nrP) V v 50' (TYP) IO' !YF(!LW PLASTIC W/!S/'XC z MEDIAN DETAIL: STA.12+83 - 22+10,41+05 -48+58 r�(TYP z W a TWO WAY LEFT TURN oel 4~ SOLID F mYELLOW PLASTIC W PAVEMENT MARKINGS WITH 4" SPACE TYPICAL `A SHEET S3 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 3 OF 6 �P goy 4J f Y m 4 Z_ Z 3 t1Ot a L• p W> p 0 O lr 3 N 2 O O O O O O p Y w o y m �m O N Ln 0 J o W N N M o� 0wa + ao N < ^O r �Z � Y W O Z 01V R/W R/w 1 45_I TAPER S 89' 58' 26" E 45 I TAPER — — - —~— ~ R - Riw iw W p" W vFi � O W xa J H o o U � z MEDIAN DETAIL: STA.22+10 - 41+05 z [w] z DBL 4" SOLID z YELLOW PAINT 1-4 z ✓� WITH 4" SPACE -1 W � a W W 0-4 N SHEET S4 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 4 OF 6 C m O > 4 m Z_ 3 a O � O O 3 N 2 O 12S N RISE W + a O a i M Ln M - - w ao 3m �o SEC. 6 z S I R/N — — — — — — - i S 89' 58 26" E z � O _ y O R/w Q S = N.C. Q O e o O U z Wz J r ICI r W SHEET S5 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 5 OF 6 W J U Y Y ma Z_ 3 a 0 > o � o w 3 N U o U o S �2 W O Q C m C Q' ss STA. 48+00, LT. ° w NEW WI-IR, W13-1 c^•/.� o� w� v a0 FL6F STA. 44+00, LT. OO �p14 a NEWR2-1 (35) I j D = 18' 59' 59 i 1 l N•�ij �Q I,AA L S = N.C. w m t^ \ m Sip. 6 �L > S 55- 37, v ±, cV 231, PER Rip w i pp' Go / 01 O W fIIIlFi171)� ; / Rip 45: ~TAP a fER F yq s< 90 y� 0 Jx� xa r STA. 43+00, 13 • STA. 48+43, RT. S T A. 4 8+7 5. 69 W NEW WI IL, W13 I T71 REPLACE RI-I O FROM 48+47, RT. �+� o REPLACE c4) D 3 END PROJECT MNI #4 O (5 STA. 44+00, RT. STA. 45+23, RT. FROM 48+53, LT. F-I NEW W3-la NEW R3-8o � wz z W ' J r � r W SHEET S6 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 6 OF 6 W o THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. oo o R S IGN L 0 C A T ION AND SPECIFICATIONS REFL . . 2 SIGN PANEL (SO. FT. ) TIMBER POL STEEL POST(LBS) IGN UID q-' tit4v S H T G v� p� �<v� p�� O <v0 V �. Q �Q 2 ik (Lin. Ft.) 2 ' p O 2 2V O� QV Qpv �. r J Jti �' 1 0�. p Q Q 2 v 2 ~ Q-� �2 2 � 2 � Q- A � �Jv�� O<vV2 J20� �J�J� J�J�O�� J`� 2��v O O O OJO� JG� Q , �• J �• ` 3 2P vi Q� 0P0� v Cv h� h �J �Q ? J 4p Qy Qv 2 Qv O p h �J J �� v`S<v�, R F M A R K S W 8+53 SEE NOTE Ill" U.U. 4 RT. R3-16 24" x 30" 111 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 AHEAD s 9+73 SEE NOTE 2%" 0.0. LT. R3-16 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 AHEAD 10+60 SEE NOTE 2%" O.D. RT. R3-16 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 AHEAD 12+50 SEE NOTE 2%' O.D. o L.T. 133-16 24" x 30" III 5 BELOW STEEL POST 14' 0" B. 6" 3' 0" 5.0 48.02 END (SEE NOTE 7 BELOW) i 12+77 SEE NOTE 2%" 0.0. c a 0 4 RT. R3-17 24" x 30" III 5 BELOW STEEL POST 14' 0" 8' 6" 3' 0" 5.0 48.02 (SEE NOTE 7 BELOW) 16+82 SEE NOTE 2% 0.D. L T. R3-17 24" x 30" III 5 BELOW STEEL POST 14' 0" 8' 6" 3' 0" 5.0 48.02 (SEE NOTE 7 BELOW) 1 7+63 SEE NOTE 2% 0.D. a a a m LT. WI I-I 30" x 30" 111 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 6.25 42.87 18+60 SEE NOTE 2 0.D. x 4 i u o RT. R3 17 24" x 30" III 5 BELOW STEEL POST 14' 0" 8' 6" 3' 0" 5.0 48.02 (SEE NOTE 7 BELOW) 19 $ 2 1+80 SEE NOTE 2%" 0.0. LT. R3-17 24" x 30" 111 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) 23+50 SEE NOTE 2%" 0.D. RT. R3-17 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) 26+76 SEE NOTE 2%" 0.D. N LT. R3-17 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) 28+40 SEE NOTE 2%' 0.0. z RT. R3-17 24" x 30" III 5 BELOW STEEL POST 12' 6" T' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) z 3 1+72 SEE NOTE 2%" 0.0. LT. R3-17 24" x 30" 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) '- 33+35 SEE NOTE 2%" 0.0. - RT. R3-17 24" x 30" II 5 BELOW STEEL POST 12' 6" 1 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) 38+05 SEE NOTE 2%' 0.0. LT. R3-17 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) 38+70 SEE NOTE 2%' 0.0. RT. R3-17 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) w 4 1+80 SEE NOTE 2%" 0.D. LT. R3-17 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) 43+50 SEE NOTE 2%" 0.D. W C) Z RT. R3-17 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 (SEE NOTE 7 BELOW) W 04 Legit 45+50 SEE NOTE 2%" 0.D. RT. R3-16 24" x 30" III 5 BELOW STEEL POST 14' 0" 8' 6" 3' 0" 5.0 48.02 END (SEE NOTE 7 BELOW) 0 0 46+70 SEE NOTE 2%" 0.D. LT. R3-17 24" x 30" 111 5 BELOW STEEL POST 14' 0" 8' 6" 3' 0" 5.0 48.02 (SEE NOTE 7 BELOW) 48+73 SEE NOTE 2%" 0.D. = W ni LT. R3-16 24" x 30" III 5 BELOW STEEL POST 12' 6" 7' 0" 3' 0" 5.0 42.87 AHEAD O u a Z TOTALS 1106.25 (III) 932 U W FROM TOP OF FOUNDATION TO BOTTOM OF NEW SIGN. ... l±LLF NOTES: z I. THIS PLAN SET SUPPLEMENTS THE SIGNING & 5. EDGE OF SIGNS NEED TO BE A MINIMUM OF PAVEMENT MARKING PLANS FOR THE OAK STREET 2' FROM THE FACE OF THE CURB IN THE URBAN RECONSTRUCTION PROJECT WHICH WAS BUILT IN SECTION (SEE C.o.B. STANDARD DRAWING Na 09810- I) AND 12' PAVEMENT MARKINGS d THE SUMMER OF 1999, FROM THE EDGE OF THE TRAVEL WAY IN THE RURAL SECTION. z-. 04 2. EXISTING SIGNING & PAVEMENT MARKINGS PLACED 6. END 4" WHITE PAINT BIKE LANE SHOULDER STRIPE W IN THE SUMMER OF 1999 ARE SHADED IN THIS 50 FEET FROM INTERESECTIONS AS SHOWN ON THE ATTACHED INTERIM FINAL Vca SUPPLEMENTAL PLAN SET. PLAN SHEETS. ITEM UNIT TOTAL �rYk� APPLICATION APPLICATION W V V 3. PURPOSE OF PLAN SET IS TO DELINEATE 7. CITY OF BOZEMAN WILL BE MOUNTING �ON1r,N4 L.I NEW BICYCLE LANES WITHIN THE PAVED SHOULDERS 18" HIGH "NO PARKING" SIGNS ON THE SAME ON BOTH SIDES OF OAK STREET BETWEEN NORTH POSTS AS THE "BICYCLE LANE SIGNS. "NO PARKING" SIGNS SEVENTH AVENUE & ROUSE AVENUE. WILL BE MOUNTED BELOW "BICYCLE LANE" SIGNS. SEVEN r rSl FOOT MINIMUM CLEARANCE REFERS TO THE DISTANCE 1141oPE W WORDS AND SYMBOLS - WHITE PLASTIC S0. FT. 0 400 400 4. SIGNS NEED TO BE MOUNTED HIGH ENOUGH BETWEEN THE PROJECTED LINE OFF OF ROADWAY (OR CURB) AND � , �^ 4/CENSEO �? = C%] TO ALLOW FOR 7' MINIMUM CLEARANCE THE BOTTOM OF THE "NO PARKING" SIGN. FS H FROM THE TOP BACK OF CURB IN THE URBAN SECTION S/pNAL�a (SEE C.a B. STANDARD DRAWING Na 09810- 1). 8. CONTRACTOR SHALL CONTACT DOUG MOELLER (MONTANA DEPARTMENT SHEET IN RURAL SECTION THIS HEIGHT IS MEASURED FROM THE OF TRANSPORTATION) @ 586-9562 BEFORE PLACING SIGNS ON PROJECTED LINE FROM THE EDGE OF PAVEMENT. NORTH 7TH AVENUE AND ROUSE AVENUE. �� 5. CONTRACTOR SHALL CONTACT STEVE ROBINS (CITY OF 9. PROJECT DESIGN ENGINEER FOR THIS WORK BOZEMAN SIGN FOREMAN) AT 582-3200 ONCE A SCHEDULE IS ROBERT PECCIA & ASSOCIATES (CONTACT: JEFF KEY. P.E. I. FOR COMPLETING THIS WORK HAS BEEN DECIDED. ENGINEER MAY BE REACHED AT 406-447-5000. T OF 5 W THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. c o g m � � � � a o 0 Q 3 N o U Y STA. 21+80, LT. STA. 26+76, LT. O NEW R3-17 O NEW R3-17 O O O O + + m 9 O o � + a m J Ln } O ;o am `o N Z lV z M x 8Y O O b o tY rr Z S 89' 58' 26" E F � tF W � � � O 0 c�" Z W 0 STA. 211',0, k I. o r� NEW R3 r STA. 28+40, RT. a F1 U NEW R3-17 z d � az w � W V ~ � N z 4ONTApq w * nn i 1-0JEFF kY V7 KEY 1 41OPE 110ENSE� ��2� SHEET SS/ONAL F,a B 3 Y 3 OF 5 -1-1111 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. c o 0 STA. 9+73, LT. u u NEW R3-16 (AHEAD) STA. 17+63, LT. QD m NEW W11-1 Op'3HV STA. 1 T+60. LT. 3NVI cd01S ` > J STA. 12+50, LT. 0 NEW R3-16 (END) ( < m �I 1S MYO T t z STA. 16+82, LT. OS Z NEW R3-17 W Slk 1... ,94, LT. w i STA. 8+53, RT. + ? I + � S Q In J NEW R3 16 (AHEAD) La o ZO w N oci m Z W 1@16� = To O Q I ip O�iLL 1. D � S a n 1 _ s p m N °° N I O _ N a x x $u � ',• R/Yr 4i i f AGE'2 142' AS MEASURED cj (FROM INTERSECT. 1 -'- - ~ I w i _ f cl u STA. 10+60, RT. NEW R3-16 (AHEAD) r y STA. 12 + 19 cryv "' E STA. I i+89, RT. BEGIN PRC� ECT MNI #4 STA. 16+28, RT TA. 13+00. RT. W AHEAD N Z �;) i A STA. 18+60, RT. y NEW R3-17 0 O STA. 12+75, RT. w hI�eyy NEW R3-17 � O � al 0- ZUa CENTER BICYCLE PAVEMENT MARKINGS WITHIN H SHOULDER WIDTH (SHOULDER EQUALS 5 FEET IN ' RURAL SECTION & 6 FEET IN URBAN SECTION). W W 4'WHITE PAINT SHOULDER LINE (INSTALLED UNDER ORIGINAL OAK STREET PROJECT) C/] �o OJl sq.ft. =mOo- WHITE PLASTIC(TYP) EDGE OF SHOULDER (NOT MARKED V ► ON GROUND) F (� z 4' 31'S NLW SIGN LOCATION - oONTq 4 8 O 9.5, J FjkE Y�A. U) KEY 141OPE SHEET -� F EN4E� �� WORDS & SYMBOLS BICYCLE LANE PAVEMENT MARKING DETAIL S010t, �� B2 2 OF 5 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. c n o U Cf m m 0 u Q rc 3 VI STA. 31+72, LT. g Y O NEW R3 1 7 r O O U W N ro O 44 O 0 l) y O W m <m a Q a'm p 4 z yY� SY71 LL� o i Al STA. 38+05, LT. u `tp NEW R3-17 S 89' 58 26" E _ - z 0 6 uj STA. 33+35, RT. NEW R 3-1 7 �0) 0 0 STA. 38+70, RT. Q a z � NEW R3-17 PQ PIP d � w az U C� z z OO N TA ryQ uj tB4 Y 14100PE W4/CEN-3 4 OF 5 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. Wc o 0 u u J. m � � STA. 41+BO, LT. m o NEW R3-17 STA. 46+70. LT. 3 4 NEW R3-17 STA. 48+73, LT. N NEW R3-16 (AHEAD) 19 J O rn o 4 O �9�T O O a o, �o W Z W 4i ou STA. 48+00, LT. O� o n O m '.:.!A. 44100. LT, p �p1' o- In y J M •o t m jk tos / --__` P CP s ?5 I T P r PIP _J• E'ER ti� -_' --.CI 1 J-�--" "r •% •� Raw -_=M 1¢�y0 9 did Y1 pq F Oy H T >... STA. 4 w p GC1 U S?A, 48+43, R?, END PROJEC o O � Of O z STA. 44+00. RT. STA. 43+50, RT. m 2w, �Z W NEW R3-17 Q m GO Q STA. 45+50, RT. (� a NEW R3-16 (END) U p� r� W U z ui 0 WW 2 ~ C N 00 SHEET R 5 OF 5 W m t m > 4 m Z INSULATED CLEVIS a 1201240 VOLT ELECTRICAL BID OUANTITY SUMMARY SERVICE > o TWISTLOCK TYPE v � ITEM NO. DESCRIPTION QUANTITY UNIT PHOTOELECTRIC 0 CONTROL u WEATHER HEAD 616 183 000 FOUNDATION - CONCRETE 2 CU. YDS. ENTRANCE FITTING v>s 616 323 120 CONDUIT STEEL 2 IN. RIGID Ar 565 LIN. FT. I" STEEL CONDUIT 616 323 130 CONDUIT STEEL 3 IN. RIGID 247 LIN. FT. 3 OF NO. 14 AWG ZZ P o 616 783 001 PULL BOX CONCRETE TYPE I 6 EACH 617 123 108 CONDUCTOR COPPER AWG 8 - 600V 1488 LIN. FT. 30' CLASS 4 TREATED TIMBER 617 123 110 CONDUCTOR COPPER AWG 10 - 600V 736 LIN. FT. POLE 617 183 054 STANDARD STEEL TYPE 10-A-500-4 EACH STAND-OFF BRACKETS II REQUIRED FOR CONDUIT, EACH 617 303 220 LUMINAIRE ASSEMBLY - 200 W SODIUM VAPOR 4 METER BASE, AND CABINET > e m (REFER TO MPC ELECTRIC o m J W 617 333 130 ELECTRICAL SERVICE ASSEMBLY - 30 AMP 2 EACH o 10' MAX. SERVICE REQUIREMENTS & > 617 363 010 PHOTO - ELECTRIC CONTROL 2 EACH (TYP. ) GUIDELINES JAN 19941 619 010 4101 POLES TREATED TIMBER CLASS 4 60 LIN. FT. 2" STEEL CONDUIT 3 OF NO.6 AWG 2" RIGID 3' MAX. 6" MIN. I' RIGID - METER BASE Z (IF REQUIRED) Z CABINET _ CONDUIT & WIRING 5 MIN. AS REQUIRED 6 MAX. 3/4" SCHED. 80 PLASTIC CONDUIT 1�1 I BARE NO.6 AWG 0 SPACING AS W NECESSARY TO r� SUPPORT METER rN 'r BASE AND CABINET UD O 3" Mtn. W � x� xa � O � a1 6 o O V 5/8"x 8' COPPERWELD GROUND ROD a SERVICE ASSEMBLY DETAIL W F A WOOD POLE U W W 04 F- W SHEET E1 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT c1cCURRIED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 1 OF 7 o = WATERTIGHT CONNECTORS PULLBOX CONCRETE TYPE 1 & II mQ z NO. 8 CRIMPED HIGH CARBON STEEL 3 WIRE SPACED AS SHOWN. 6 ONE WAY, TYPES 1.6. 11 & 16 TYPES 2.7. 12 & IT 5 THE OTHER WAY. o o u porn � NON-FUSED BREAKAWAY FUSED BREAKAWAY o --1-+++ IDENTITY DESCRIPTIVE +Q + ;(11)+ C W SYMBOL & �v' NO. WIRE SIZES + ++++o W W t I m Y m PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- (DY TYPES 3.B. 13 & 18 RESISTANT, SYNTHETIC RUBBER CAPABLE BURIAL C L u IN THE GROUND OR INSTALLATION IN SUNLIGHT. a EACH HOUSING SHALL PROVIDE A SECTION TO FORM b 0 A WATERTIGHT SEAL AROUND THE CABLE AND A 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EOUAL 4 0 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE I" DIAMETER BEND TWO HOUSINGS AT THE POINT OF DISCONNECTION. 5 �J EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT w L FUSED BREAKAWAY SILICONE COMPOUND TO LUBRICATE METAL PARTS 2" 2" 2 2' 2' � 2" p AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. I w e z 6 U WHERE INDICATED A COPPER PIN AND A COPPER . z RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY 3 I/2"qlDW"— SHALL 2' 1 w 7 SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN I• IOL THROUGH THE USE OF A COPPER BERYLLIUM SPRING 8 /U—L9— AND SHALL BE EOUIPPED WITH A DISPOSABLE D REINFORCED CAGE MOUNTING PIN. THE PIN SHALL BE OF AT LEAST HALF-HARD MATERIAL AND THE CRIMPING PORTION NO. 16 GALVANIZED •� 9 BE FULLY ANNEALED WHILE THE REST OF 3/4" MESH 6 TYPES 4.9. 14 & 19 THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF k �0 HARDNESS. THE RECEPTACLE SHALL BE FULLY 0 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK0 TOGETHER SO THE CONNECTION WILL BE MAINTAINED11 - 0 WHEN A MINIMUM FORCE OF 20 POUNDS TENSIONIS APPLIED TO THE ATTACHED CABLES. 8" BRASS HOLD DOWN BOLT F O 4 10 NON-FUSED BREAKAWAY FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF WITH HEXAGONAL BRASS NUT. F W SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR 4 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. _ I+•I Cil THE CONTACTS SHALL BE FULLY ANNEALED AND F O n ADAPTED TO BE CRIMPED TO THE CABLE. 4 ELECTRICAL BOND, NO.6 AWG O 14 D4 :7__- �3 COPPER OR EOUAL g z U - n BACKFILL TOP 6" WITH EXCAVATED MATERIAL E o o TYPES 5. 10. 15 & 20 6" AND TAMP SECURE PULL BOX CONCRETE 0 NO. 30 FELT PAPER MINIMUM DIMENSIONS U1 17 ' m �— SEPARATION 0 I � TYPE I TYPE II 18 o L = 19- 1/4" L = 25- 1/4" U ,Q NON-FUSED NON-BREAKAWAY CONDUIT IN PLACE _ 13 I/4" w -_ 16 I/4 a A 0 23' AS REOUIRED w - " W 19 D. D = 12" D = 12" G� o I D L = 14- 1/4" 1 D L = 20- 1/4" 20 ° 1 D W = 8-1/4" 1 D W = 11-1/4" Ld C L 15" C L = 21" '^ - 012..C W = 9" C W = SHEET 00 cp I" CLEAN STONE �� O O DRAINAGE THIS DRAWING HAS BEEN REVISED TO REFLECT CHANJES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHER_sj. 2 OF 7 W m O m MAST ARM LENGTH J USE GRADE 60 REINFORCING STEEL SEE POLE SCHEDULE 2' DIAMETER ACCESS HOLE a SAP tt 6 BARS 14-I• LONG) m o IS TYPICAL 1 B" (31 �'�• - 10 NC - I-3'i" A325 BOLTS c� I u 4 HOOPS AT i a 1'-0" CENTERS c /e 2 ANCHOR BOLT CI a o (4 TYPICAL I ANCHOR BOLT CIRCLE SINGLE MEMBER TYPE 3• a - MASTARM (TYPICAL I 7" 5' rr' ° 2-1/2` CLEARANCE 3 s PLATE SECTION A-A N GROUNDING LUG PLATE I" PLATE o NO. 6 AWG BARE GROUND WIRE CONDUIT SHALL PROTRUDE FROM C LUMINAIRE ARM CONNECTION OR PIGTAIL EXTENSION FOUNDA7tON AT LEAST 3` o Z 2" �o 4' THROUGH 12' LUMINAIRE ARMS COPPER GROUNDING STRAP BETWEEN ANCHOR BOLT. CONDUIT & NO. 6 AWG o II G m ° I BARE GROUND WIRE OR PIGTAIL A - A 2 -0 z Y EXTENSION. ell III o" o 0 FOR MOUNTING HEIGHT c SEE POLE SCHEDULE I ° � p _Z p U I_ Z f 2'-0.'—s{ 3.. L TYPICAL OF ALL FOUNDATIONS I I Lam, BREAKAWAY BOLT— W /J 4" x 6" REINFORCED COUPLING (ONE W W HAND HOLE 6 COVER MM.I OF FOUR) ��//••�� CAS ALUMINUM y{ O O FR NGIBLE TRANSFORMER SE WITH ACCESS DOOR r 11,,��II Fly I1. \ oI'-6" 2' MI 2` BEVEL BREAKAWAY BOLT \\\\JI COUPLING O' O ..�� _ ° Il l( p ll • lip ° lI ll .lI L 6` TO BE FORMED II° II p AT THE TOP TO a NOTE— TOP OF CONCRETE FOUNDATION SHALL BE FLUSH WITH THE GROUND LINE. • • . • VI A a A HANDHOLE DETAIL AND A 1/2" NUT HOLDER DETAIL (FOR GROUNDINGI • ° • SHALL BE REQUIRED. a a BOLT COVER �..I U E'' W ANCHOR TRANSFORMER BOLT COUPLING W A TYPE IO-A POLE (BREAKAWAY TYPE (BREAKAWAY TYPE) W W S L BASE TYPES FOR LUMINAIRE STANDARDS I N SHEET E3 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 3 OF 7 < P go_ 4J 0 Y m � LOCATION z_ PULL BOX 17+13 LT. PULL BOX 17+16 RT. 3 LIGHT POLE 17+16 LT. PULL BOX 18+35 RT. I 0 > o PULL BOX 48+17 LT. LIGHT POLE 18+38 RT. 0 LIGHT POLE 48+29 LT. SERVICE POLE 17+18 RT. 15' OFF TBC LIGHT POLE 44+68 RT. 001 PULL BOX 48+14 RT. SERVICE POLE 48+30 RT. 15' OFF TBC a W _ �W << O 4 Z O { W n Y m Y O O C m C + + ` 4 Z J W 0 Y Q i N i i V 0 1 (V '1S o T2S N R5E 0 o m m Z N W F- + o " D = 3' 00' 00" + a a - - � S = N.C. v .i- a SEC. �1 ® _ R/W a ®"" "^ PULL BOX ' LL �1\ PULL BOX Z _ —— — — — — — TYPE I CONCRETE C �/ Z \� TYPE I CONCRETE R/W _ _ \ _ 45 1 TAPER z S 83• 3" STEEL CONDUIT O1 �2" STEEL CONDUIT 39' 18" E a S 89' 58' 26" E 2 - - — — - - - - - - - - - - 45• I TAPER W w — — > R/W F G� w z TYPE ULL BOXCONCRETE TYPE ULL B�XR/W W ~ s - 1 120/240 VOLT OVERHEAD SERVICE BY MONTANA POWER CO. F C) W � xa J H C) t W O STA. 1 2+83. 28 °z v BEGIN PROJECT MNI #4 s - 1 ARG NO. 8 AWG NO. 10 GROUND P z 2 2 9-0 PULL I GROUND LUG DROPS TO CONNECTORS BOX I U ^ ARC N0. 10 LIGHT IN POLE BASE IN POLE BASE (TYPICAL 1 W (TYPICAL I W In SHEET E4 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 4 OF 7 W m < m y Y m d z_ 3 d O W� O R � O s® N g W ou 9f - O O O + y w y O N Ill O 1 a im °ao N N M r"' IY K R/w z — — — — — — _ R/w Z 45: 1 TAPER S 89' 58' 26" E — — — — — — — — — — — — —45: 1 T APE R R/w 0- ♦ � � Riw wiz W F o O ° Q. z U *4 a' F wa W ra = w SHEET E5 IHIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 5 OF 7 W m O - J U r " ID � Z_ 3 cr W> p C 0 W K 3 N Z ou g O T2S N RISE o a z O + M � M p r $r wm R or �m ?O 'am O W SEC. 6 > ; a�` w W o R/W S 89' 58 26" E Z E . R/W \ x u R/W D = 6' 00' 00" S = N.C. F-4 O 0 O O z � U � wa W a H W r W N SHEET E6 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES 8 CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 6 OE 7 go - 4J u a m z POLE SCHEDULE 0 POLE N0. POLE TYPE STATION OFFSET LUMINAIRE MAST ARM FOUNDATION TYPE MOUNTING HEIGHT LENGTH LUMINAIRE DIA.X DEPTH POLE BASE O u 1 10-A-500-4 17+23 29.5' LT. 40' 10' 200 W HPSV 2'0" X 4'G" ANCHOR 2 10-A-500-4 18+39 29.5' RT. 40' 10' 200 W HPSV 2'0" X 4'6" ANCHOR s 3 10-A-500-4 44+65 29.5' RT. 40' 10' 200 W HPSV 2' 0" X 4'6- ANCHOR N 4 10-A-500-4 48+25 29.5' LT. 40' 10' 200 W HPSV 2' 0" X 4'6" ANCHOR �2 W O�aQVyJ o Z 2 LL 1 O Amy 0� p A � I + D = 18' 59' 59' PULL BOX v Ln S = N.C. TYPE I CONCRETE 1I s E R S �a6 3" STEEL CONDUIT t2 (2" STEEL CONDUIT po FOR FUTURE SIGNAL O1 ALSO PLACED IN SAME w v m TRENCH > J t^ V 55 37, _ v / ZG 23" 6 � F -� PER i R/w d( PULL BOX TYPE I CONCRETE W 2" STEEL CONDUIT x Q 1201240 VOLT SSERVICE IBYO 1240 MONTANOAL POWER CO.D Ld M SERVICE W a PHOTO-ELECTRIC (' O � AWG N0.6 CONTROL S T A. 4 8+7 5. U 9 w AWG NO. 14 END PROJECT MNI #4 & a Z V METER BASE CIRCUIT BREAKER 30 AMP,2 POLE, SINGLE THROW LIGHTNING ARRESTER ° (TYPICAL 1 --} AUTO SWFITCHANUAL S - 2 U I-1 30 AMP RELAY AWG NO. 8 AWG NO. IO GROUND [-4 N.E.M.A. TYPE 3R CABINET 2 POLE,SINGLE THROW W a 1 z a 1 I W BARE AWG NO.6 1 20 t W AWG NO.8 AWG NO. 10 LIGHT PULL GROUND LUG ~ GROUND ROD- - DROPS TO CONNECTORS BOX I IN POLE BASE w 10 1 11MINAIRI`, IN POLE BASE (TYPICAL I w AWG NO. 10 GROUND I TYPICAL) 3 4 SERVICE WIRING DIAGRAM (SI & S2 ) SWEET E7 THIS DRAWING HAS BEEN REVISED TO REFLECT CHANGES & CLARIFICATIONS THAT OCCURRED DURING CONSTRUCTION. CHANGES SHOWN REFLECT INFORMATION THAT WAS PROVIDED TO THE ENGINEER BY OTHERS. 7 OF 7