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HomeMy WebLinkAboutFederal Aid Project No. MT-STPU-CM 1202(12) S 19th Ave Reconstrution Babcock to Kagy DESIGN DATA wca 11T Q4 _�- I` 1 MONTANA DEPARTME PRES NT OF TRANSPORTATION LETTNG 2007 A.D.T.= 16 220 `LE.0 IER 1 Y4lCr pL'+r 5 f Af.(Ap _/ �w� ap5tv[� DESIGN 2027 A.D.T.= 32 280 �a RA r f _ - -_ D_H_V_= 3230 CwMCAu� Krl aA - . SAIACAs 1 1T Id' w.%t IRS Ea T = 0-7% =o nb ff p r GARfFLp pAMa, 1 FEDERAL AID PROJECT NO. MT—STPU—CM 1201(12) V.= 70 kmlh 1_ \ u SaN : <I Anr 60 kN ESAL'S = 77 a -Sc ABC •♦ Jupnrr GROWTH RATE = 3.5% a0- �F eAs^I `'* GRADE GRAVEL STORM DRAIN AND PMBS 3_i _ Wiulr VEAL to EL1 A: o: i EtSKIL Rostem 1 ti o': `us `"` ' BABCOCK TO KAGY — BOZEMAN SETTING DATE - - -/;CAvt1wE v CnareR I COMBINATION SCALE FACTOR NA A I BIG • HORN RIIOR VER u GALLATIN COUNTY � THIS PROJECT �® o LENGTH 1.9 kilometers T MqR�8?0 SCALES �Fp 13 z SURFACING S0 HORIZONTAL: �Ngp:500 O? Qq v � � Fliq z= CROSS SECTION -HORIZONTAL & VERTICAL: 1 :ioo CONTRACTOR F U R N SHE M��l Tq UHA j�Ay y z o REDUCED PRINTS ONE-HALF ORIGINAL SCALE _0 ALL SCALES ARE APPROXIMATE 0 E n Quo T. 2 S. TO FOUR CORNERS W cD E Y gg �O z N O � I n•ct•°•. rcfrc•" n� p Z�— I ;:" —Iss"o.a y A� I— $ ~ ;� m•I r 1 —. r- �'p '� a t57:•4:6 L_ 1.1 i.ti 1;i �/� _ C }gyp �, t trsr• +1 � l � TO I-90 0 C000945 urQon 0+ert eaf d 4 U.1201 r0"•`•ivrN it o 771)A1771 U 1 16 J . C001201 U-1201 U 12 1 ff3 Q J W120111 r a N yq »__---___.._.--- ., N At M•[I 1 1 nAea• I niw"i::~I 1 rsnr AK — I� w I PLANS PREPARED BV :I E THOMAS, STREET SOUTH .L DEAN & HOSKINS,INC rn I I '•',rr" :$ _ 'n ____ "_" 11 Thomas, Dean & Hoskins, Inc. 1200 TSTH GREAT FALLS,MT 59405 CC I s nr• PHONE 14061 761-3010 i ,�_ N t" •ior" " "r C N TTAA N4 ELECTRICAL i St^'^I•w "i I"�J� J61 MARVIN & ASSOCIATES I " "'°" AK Y pg g- 1 r0 K •1 07 TO I-90 CHRISTOPHER K. 1300 NORTH TRANSTECH WAY [}. " ' JI "" P.O.BOX 807a5 "nar a sr.pq " 4 _ i A " K WARD No.12613PE BILLINGS,MT 5910E $ - 6 ' t •1 `� 7 0f + ` 0 PHONE (4061 655-4550 A ^ (I �4. , ,r •n _ DATE 9� f CERS V F_ F \� A.c P A 7'e - 6 SlOMAI EN�� RELATED P R 0 J E C T S wI ; A •K a."• w M O N T A N A 'K DEPARTMENT OF TRANSPORTATION m� CM-STPU 1201191 T. 2 S. _ _ _ f1ECEMED HSIP 1201(11) N - - "_00 m 0 7- uLtJ Z3 2008 � T— ou r-o CONSULTANT OESIG NEER DATE alma n0i U.S. DE MENT OF TRANSPORTATION - �pN n.z FEDERAL HIGHWAY ADMINISTRATION A Q A S S O C A T E D PRO J E C T -' O C A G R E E M E N T N U M B E R S r- "'Z W R.P 0 �6 v-Z-Z'z '- APPROVED O N o An .no m „� ✓. , . 1 ovro v+ R.P. A.45 TO 3T0 66� TO 3.06 R/W & I.0 STPU 1201(13) THIS CONTRACT P.E- STPU 1201(10) DIVISION ADMINISTRATOR DATE CONTROL NO.4952 STATE I PROJECT NUMBER SHEET NO MONTANA MT-STPU-CM 1201(121 2 TABLE OF CONTENTS 0 4 l <a ROAD PLANS SHEET N0. SHEET NO. Il TITLE SHEET 1 DETAILS 15-37 TABLE OF CONTENTS 2 WATER MAIN ADJUSTMENT DETAIL 20 NOTES 3 WATER MAIN AND SANITARY SEWER BEDDING DETAIL 20 TRENCH PLUG DETAIL 20 z o LINEAR & LEVEL DATA 4 CONCRETE CURB TRANSITION 20 � a STORM DRAIN MISC. DETAILS 21 CENTERLINE COORDINATE TABLE 4 STORM DRAIN DETAIL 22-28 IRRIGATION DETAIL 29-30 CONTROL TRAVERSE DIAGRAM 5 MEDIAN LAYOUT DETAIL 31 MEDIAN LAYOUT DETAIL 32 Z TYPICAL SECTIONS 6-8 MEDIAN CURB & GUTTER DETAIL 32 Z Q MEDIAN CURB & GUTTER TRANSITION 32 o D o SUMMARIES 9- 1 4 INTERSECTION / ADA RAMP DETAILS 33-36 SIDEWALK TERMINAL DETAIL 36 otf ui Z� wLL'n SURFACING 9 MEDIAN CURB REMOVAL 37 o Q ADDITIONAL SURFACING 9 SUBEXCAVATION 10 GRADING 10 PLAN & PROFILE 38-45 ADDITIONAL GRADING 10 � FENCING 10 •�.— MISCELLANEOUS ITEMS 10 IRRIGATION STRUCTURES 10 ADJUST WATER MAIN 11 SIGNING PLANS MANHOLES IN PLACE II AFIRE HYDRANTS I SUMMARIES S- 1 - S-5 WATER VALVE BOXES II CURB STOP & BOX 11 DETAILS S—6 — S—7 SANITARY SEWER 11 PAVEMENT MARKINGS 12 PLAN SHEETS S-8 - S- 1 1 TOPSOIL & SEEDING 12 MAILBOXES 12 ELECTRICAL PLANS MONUMENT BOXES 12 FINISH GRADE CONTROL 12 SUMMARY E- 1 REMOVE CULVERTS 13 CURB 13 DETAILS E-2 - E- 16 SIDEWALK 13 MEDIAN CONCRETE CURB 13 PLAN SHEETS E- 1 7 - E- 1 9 STORM DRAIN 14 DETAILS 15-37 CROSS SECTIONS SUBEXCAVATION DETAILS 15 MAINL INE 1 -75 CURB RAMP DETAIL 15 MONUMENT BOX DETAIL 15 BOULEVARD APPROACH 15 SIDEWALK DRAIN DETAIL 16 G (� O N CURB & GUTTER TERMINAL 16 O O SANITARY SEWER MANHOLE DETAIL 16 h ' DIVISION BOX DETAILS 17 C 1n tN m� OUTLET RIPRAP APRON 18 v o v 3 TRASH GUARD 9 C N SLOTTED DRAIN DETAILS 19 O I\j La�qj 1 STATE I PROJECT NUMBER SHEET NO. MONTANA MT-STPU-CM 1201(12) 3 NOTES BASIS OF PLAN QUANTITIES (OUANTITIES FOR ESTIMATING PURPOSES ONLY) a� COMP. AGGREGATE WEIGHT = 2200 kilograms per cubic meter UNDERGROUND UTILITIES o a COMP. WEIGHT OF PL. MIX BIT. SURF. = 228T kilograms per cubic meter i a ASPHALT CEMENT - GRADE S 19mm AG G. = 5.4 % OF PL. MIX BIT. SURF. NOTIFY THE OWNER OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION TO DETERMINE EXACT LOCATIONS AND DEPTHS. i ASPHALT CEMENT - GRADE S 12.Smm AGG. = 5.8 % OF PL. MIX BIT. SURF. o ASPHALT CEMENT - GRADE D = 6.0 % OF PL. MIX BIT. SURF. CONTACT ONE CALL FOR CONFIRMATION OF ALL LINES AND SERVICES BEFORE EXCAVATION HYDRATED LIME = 1.A % OF PL. MIX BIT. SURF. BEGINS. THE PHONE NUMBER FOR ONE CALL IS 1-800-424-5555. BITUMINOUS MATERIAL = 1.02 kilograms per liter TACK (APPLIED TO PL. MIX SURFACES) = 0.12 liters per square meter (UNDILUTED) GRADE ADJUSTMENTS TACK (ALL OTHER SURFACES) = 0.23 Ilters per square meter (UNDILUTED) THE GRADES OF NEW CURB AND SIDEWALK MAY BE ADJUSTED IN CERTAIN LOCATIONS AS SEAL = 1.8 liters per square meter DIRECTED BY THE ENGINEER TO MATCH EXISTING FEATURES. COVER = 14.0 kilograms per square meter Q FOG SEAL = 0.20 liters per square meter (UNDILUTED) RADIUS . Q q ALL RADII ARE CALLED OUT TO THE BACK OF CURB. 2 O U CLEARING AND GRUBBING HAUL CLEAR AND GRUB TO CONSTRUCTION LIMITS. INCLUDE THE COST OF CLEARING INCLUDE HAUL COSTS IN THE UNIT PRICE BID FOR STREET EXCAVATION- DISPOSE UNUSED AND GRUBBING IN THE UNIT PRICE BID FOR STREET EXCAVATION. EXCAVATION MATERIAL AT A CONTRACTOR FURNISHED SITE. Z APPROACHES MAILBOXES z z WHERE INDICATED IN THE PLANS REMOVE MAILBOXES AND REPLACE. SALVAGE MAILBOXES _ PROVIDE THE FOLLOWING SURFACING TO THE OWNER. PROVIDE TEMPORARY MAILBOXES. INCLUDE THE COST OF REMOVAL, Y Q CONSTRUCT APPROACHES TO THE WIDTH SHOWN IN THE PLANS. 0 O ASPHALT APPROACHES (PRIVATE) SALVAGE, AND TEMPORARY MAILBOXES IN THE COST OF OTHER ITEMS. = a NPLANT MIX BITUMINOUS SURF. DEPTH = 90mm CRUSHED AGGREGATE COURSE DEPTH = 150mm z¢ CONCRETE APPROACHES (PRIVATE) SAW-CUTTING P.C.C.P. DEPTH = 150mm THE CONTRACTOR MAY BE DIRECTED BY THE ENGINEER TO SAW CUT EXISTING PAVEMENT, CRUSHED AGGREGATE COURSE DEPTH = 150mm w PUBLIC APPROACHES SIDEWALKS, ENTRANCE WALKS, OR CONCRETE SLABS AT THE CONSTRUCTION LIMITS. NO PLANT MIX BITUMINOUS SURF. DEPTH = 120mm SEPARATE PAYMENT WILL BE MADE FOR SAW CUTTING, ABSORB COST IN UNIT BID PRICE 0 CRUSHED AGGREGATE COURSE DEPTH 520mm OF RELATED ITEMS. x H WATER VALVE OPERATION ONLY CITY OF BOZEMAN FORCES MAY OPERATE CITY OF BOZEMAN WATER VALVES. MONUMENTS AND MARKERS TEMPORARY 208 OS EROSION DETAILED DRAWINGS FOR EROSION DIM CON D SE DIMENT FURNISH AND INSTALL ALL MONUMENT BOXES. STATE FORCES TO STAKE THE LOCATION REFER D AND SET THE PUNCH MARK IN THE MONUMENTS: NOTIFY PROJECT MANAGER BEFORE ACONTROL BEST MANAGEMENT PRACTICES. DISTURBING EXISTING MONUMENTS. ADA RAMPS PROVIDE S ATSOILS INFORMATION RAMPS IN ADA TTHERAM UNIT PRICELBID ESTRIAN FDOR CURB &RGUT ER AND NEDSI AKAYMENT FOR THE THE SOILS INFORMATION ON THE PLAN AND PROFILE SHEETS IS A BRIEF SUMMARY OF THE SOILS CLASSES. TO OBTAIN THE COMPLETE SOILS INFORMATION CONTACT THE WATERING MDT GEOTECHNICAL SECTION AT (406) 444-6281. WATER FROM THE CITY OF BOZEMAN'S MUNICIPAL SYSTEM MAY ONLY BE OBTAINED FROM THE WETLANDS METERED SERVICE LOCATED AT THE CITY SHOP COMPLEX. REIMBURSE THE CITY WATER DEPARTMENT FOR THE COST OF THE WATER USED AT A RATE DETERMINED BY THE WATER ONLY WETLANDS WITHIN THE PROJECT LIMITS HAVE BEEN DELINEATED. DEPARTMENT. SKEW DIAGRAM WETLANDS MAY EXIST BEYOND THE PROJECT LIMITS AND ANY ACTION AFFECTING SUCH WETLANDS IS THE RESPONSIBILITY OF THE CONTRACTOR. ® DELINEATED WETLAND AREAS SKEW SKEW LEFT RIGHT IMPACTED WETLANDS WETLAND DELINEATION square meters Q' 4 WETLAND STATION DELINEATED IMPACTED REMARKS ID# AREA AREA FROM TO ROADWAY w-1A 0+25 44 3+91.64 223 89 RT.MIDDLE CREEK DITCH,PROPOSED STORM DRAIN PIPE c I� W-10 1 6+40.36 8+07.06 168 168 RT,MIDDLE CREEK DITCH PROPOSED STORM DRAIN PIPE o N W-1C 8+28.30 9+86.55 132 22 RT MIDDLE CREEK DITCH DITCH REGRADE W-1 D 10+04.63 12+00.02 85 RT MIDDLE CREEK DITCH NO IMPACT rE' W-2F 17+87.00 18+50 41 116 116 RT FARMERS CANAL.PROPOSED STORM DRAIN PIPE -g ' W-2G 18+77.36 19+82.11 192 192 RT FARMERS CANAL PROPOSED STORM DRAIN PIPE -o W-2H 2O+14.70 20+72.29 106 106 RT,FARMERS CANAL PROPOSED STORM DRAIN PIPE n m¢S W-21 20+9620 22+92.42 359 359 RT FARMERS CANAL.PROPOSED STORM DRAIN PIPE 3 W-2J 23+16.48 23+68.37 95 95 RT FARMERS CANAL,PROPOSED STORM DRAIN PIPE cv nI w-2K 23+85.37 24+23.67 70 70 1 RT FARMERS CANAL.PROPOSED STORM DRAIN PIPE o N 2 SUBTOTAL 1 546 1 217 SKEW SKEW U�x; TOTAL(hectare 0.15 OA2 RIGHT LEFT STATE PROJECT NUMBER SHEET NO. LINEAR AND LEVEL DATA I MONTANA MT-STPU-CM 1201(12) 4 wo _ LENGTH OF ROADWAY 4 LANE URBAN 1907.48 m W ul LENGTH OF BRIDGE 4 LANE URBAN 0.00 m 2 TOTAL LENGTH OF MT-STPU-CM 1201(12) 4 LANE URBAN 1907.48 m BEARING SOURCE zt o WESTERLY LINE OF SEC.12 T.2 S.,R.5 E.AS SHOWN ON o COS 2583, BEING N 00°46'21" W Z LEVEL DATUM SOURCE �a Y F BENCH MARK = 4805.10 CITY DATUM ON TOP_OF NW CONSTRUCTION BOLT OF THE 0 0 FIRE HYDRANT (STAMPED "332")ON THE SW CORNER OF MAIN ST.& SOUTH 19TH AVENUE. y BENCHMARK HAS BEEN DISTURBED, a LL o ESTABLISH VERTICAL CONTROL FROM CONTROL POINTS - SEE CONTROL TRAVERSE ABSTRACT w Q �w 0� 0 x PROJECTED CENTERLINE COORDINATES STATION POINT N OR Y COORDINATE E OR X COORDINATE REMARKS 0+00.00 POT 3 599.4553 626.8809 S. 19TH AVE 6+82.05 POT 4 281.4637 619.4134 15+49.54 PC 5 148.9220 611.7697 15+67.33 PI 5 166.7114 611.6130 15+85. 12 PT 5 184.4951 612.0891 16+47. 12 1 PC 5 246.4703 613.7482 16+67.52 PI 5 266.8701 614.2944 16+87.92 PT 5 287.2753 614.0078 24+32.40 POT 6 031.6772 603.5531 29+00.00 POT 4 004.5588 522.4418 KAGY BLVD. 29+88.72 POT 4 005.9026 611.1500 30+15.88 POT 4 006.6692 638.3032 31+00.00 POT 4 008.0844 722.4089 59+59.00 POT 5 682.5BGS 558.4515 W. KOCH ST. 60+00.00 POT 5 683.5226 60B.4428 • 60+50.00 POT 5 684.2827 658.4371 c a N o o � Ln1oa sa Q ON3 b N b G�� 1 GRAM ��//� STATE PROJECT NUMBER SHEET NO. MONTANA MT-STPU CM 1201(12) 5 CONTROL TRAVERSE DIA R 1L1Z SCALE = 1 * 3000 ~2 �Q CONTROL TRAVERSE ABSTRACT ti '^ POINT a NORTHING EASTING STATION GROUND LOCATION DESCRIPTION NUMBER ELEVATION ELEVATION o WEST SIDE SOUTH 19TH AVE., 21.95 m SOUTH OF SOUTH CURB ON MAIN o I-A 6091.4825 591.8699 1463.985 STREET, ON BACK OF SIDEWALK, 3.96 m SOUTH OF FIRE HYDRANT 16 mm REBAR WITH 50 mm ALUM. 1:AP MARKED "I-A" AND "1996" NW CORNER OF OLIVE ST. & SOUTH 19TH AVE., SET IN ASPHALT 2-A 5912. 1175 596.0508 1466. 192 1.52 m WEST OF WATER VALVE, 1.83 m SOUTH & 3.05 m EAST OF FIRE HYDRANT 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-A" AND "1996" SW CORNER DICKERSON ST. & SOUTH 19TH AVE., SET IN ASPHALT IN SOUTH 19TH AVE., 2-B 5451.0072 602.8554 1473.110 0.61 m EAST OF EDGE OF ASPHALT, 2. 13 m SOUTH & 4.57 m EAST OF BARB WIRE FENCE CORNER 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-8" AND "1996" SET IN TURF ON WEST SIDE OF SOUTH 19TH AVE. DIRECTLY ACROSS < 2-C 4990.7470 606.3941 1479.828 FROM CENTERLINE OF BRANIGAN CT, 2.13 m WEST OF EDGE OF ASPHALT Q q 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-C" AND "1996" 2 Q SW CORNER LINCOLN ST. & SOUTH 19TH AVE., 10.36 m WEST OF WEST EDGE ASPHALT OF SOUTH C V 2-0 4410.8683 601.6811 1487.814 19TH AVE., 1.52 m SOUTH OF SOUTH EDGE ASPHALT ON APPROACH, 3.05 m EAST & 0.91 m NORTH OF POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-D" AND "1996" WEST SIDE SOUTH 19TH AVE., 31.39m SOUTH OF CENTERLINE KAGY BLVD., 11.89m WEST OF WEST 3-A 3971. 1925 605.9517 1494.002 EDGE OF ASPHALT ON SOUTH 19TH AVE., 1.22 m EAST & 1.22 m NORTH OF TELEPHONE RISER. _ 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "3-A" AND "1996" SE CORNER OF BABCOCK ST. & SOUTH 19TH AVE., IN ASPHALT, 2.74m SOUTH OF SOUTH EDGE 0 2-W 6022.9394 611,9279 1465.039 ASPHALT OF KOCH ST. AND 2.44m EAST OF EAST EDGE OF ASPHALT OF S 19TH AVE., 2.74m SW Z N a OF POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-W" AND "1996" ?Z E CORNER OF KOCH ST. & SOUTH 19TH AVE., 0.94 m EAST OF EAST EDGE OF ASPHALT OF Q 0 Z o 2-X 5694.2303 613.2136 1469.121 SOUTH 19TH AVE., 5.03 m NORTH OF NORTH CURB OF KOCH ST. m 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-X" AND "1996" SE CORNER OF COLLEGE ST. & SOUTH ISTH AVE., 2.13 m EAST OF EAST EDGE OF ASPHALT OF Z 2-Y 5202.0005 620. 1250 1477.238 SOUTH 19TH AVE., 7.62 m SOUTH OF SOUTH EDGE OF ASPHALT OF COLLEGE ST., 0.30 m SE OF w o CORNER OF SIDEWALK 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-Y" AND "1996" SE CORNER OF GARFIELD ST. & SOUTH 19TH AVE., 10.06 m EAST OF EAST EDGE OF ASPHALT OF 2-Z 1812.2976 629.7667 1482.505 SOUTH 19TH AVE., 4.27 m SOUTH OF SOUTH CURB OF GARFIELD ST. o 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-Z" AND "1996" F 1 5194. 1634 370.9325 1476.698 SET 50 mm ALUM. CAP 0.3 m NORTH OF SIDEWALK, BURIED 50 mm SET 50 mm ALUM. CAP 0.6 m NORTH OF LIGHTPOLE 2 5207.3811 829.3803 1476.302 3RD POLE WEST OF CHAMBERLAIN DRIVE Z A _ L 1 3 - E 2 D 2 - C 2 - B /� 10 LL{ J p 2�� - A � - 11� - .y t7T2'2 1 cVv�Oti. lit u � � �I �:Y:�1 I'1•.�-rJ I,_jr9 --- . m 1 994 2 - 2 Y SOUTH 'iTH AVENUE ' Ln w t CD w _J J O S A b � P N N � O � 11 <S nma mo Q O V bab2 STATE PROJECT NUMBER I SHEET N0. MONTANA MT-STPU-CM 1201(12) 6 TYPICAL SECTION NO. 1 I+73.12 BEGIN PROJECT I+73,12 TO 2+63.12 TRANS. TO TYP. NO. 2 13.0 m _ 11,5 m ¢i Q Q 1 I.53 m ,AGG. TREAT. 10.13 m AGG. TREAT. j o 10.80 m FOG SEAL. SEAL & COVER 9.30 m FOG SEAL, SEAL & COVER 1.2 m 3.6 m 3.3 m 2.7 m 1.2 m 3.3 m 3.6 m SHLD TRAVEL LANE TRAVEL LANE MEDIAN MEDIAN TRAVEL LANE TRAVEL LANE SHLD PROFILE GRADE= FINISHED GRADE � FILL HEIGHT AT yAR tA6LE ` SLOPE STAKE 6t 1 6. O VARtA�'L CUT DEPTH E STAKE 02 U 2.2 m 120 mm PL. MIX BIT. SURF. 2.2 M LL 200 mm CR. AGG. CRSE. CROSS SLOPE n -22 CROSS SLOPE _ -2X U Z z Z _a OUANT IT IES Y F N o M Z O SURFACING SECTION DESIGN BASED ON AGGREGATE BITUMINOUS MATERIAL THE TOP 0.6 METERS of suecRAOE J m AGG. HAVING AN R-VALUE OF 50 wLL UNIT PLANT CR. AGG. UNIT ASPHALT FOG o r a COVER MIX COURSE CEMENT SEAL SEAL TREAT. �w a AREA square meters 2.512 4.626 square meters PER STATION 2010 2010 2176 o cubic meters PER STATION 251.2 462.6 tons PER STATION 31.02 3.69 tons PER STATION 574.5 liters PER STATION 402 FILL SLOPES BACK SLOPES square meters PER STATIONI 2010 0 - 3 m 6:1 0 - 1.5 m 53I 3 - 6 m 4:1 1 1.5 3 m 4: 6 - 9 m 3:1 3 - 4.S m 3:1 _ OVER 9 m 2: 1 4.5 - 6 m 21 OVER 6 m 1.5:1 A TYPICAL SECTION NO. 2+63.12 TO 2+90 12 TRANS. TO TYP- NO. 3 L 13.0 m _ 16.5 m 11.63 m AGG. TREAT. 15.13 m AGG. TREAT. 10.BO m FOG SEAL. SEAL & COVER 4 14.30 m FOG SEAL, SEAL & COVER 1.2 m 3.6 m 3.3 In 5.4 m 3.3 m 3.6 m 3.5 m SHLD TRAVEL LANE TRAVEL LANE MEDIAN _PROFILE GRADE= TRAVEL LANE TRAVEL LANE SHLD i FINISHED GRADE FILL HEIGHT AT SLOPE STAKE 6'l� 6:I= y ARIABEE • 2.2 m - 120 mm PL. MIX BIT. SURF. 2 2 m 200 mm CR. AGG. CRSE. CROSS SLOPE _ -21. CROSS SLOPE _ -27. o ^ ry b QUANTITIES �v SURFACING SECTION DESIGN BASED ON AGGREGATE BITUMINOUS MATERIAL THE TOP 0.6 METERS OF SUBGRADE AGG. HAVING AN R-VALUE OF 50 N �CL UNIT PLANT CR. AGG. UNIT ASPHALT FOG nCO COVER SEAL TREAT, ch N 3 MIX COURSE CEMENT SEAL >r 2 AREA square meters 3.112 5.626 square meters PER STATION 2510 2510 2676 p Nto cubic meters PER STATION 311,2 562.6 tons PER STATION 30.43 4.61 6: V , tons PER STATION 711.7 liters PER STATION 502 20 I square meters PER STATION 2510 CUT DEPTH AT 1.5 m I.S m SLOPE STAKE STATE I PROJECT NUMBER SHEET NO. MONTANA MT-STPU-CM 1201(12) 7 TYPICAL SECTION NO. 3 2+90.12 ~2 Q oa _ 13.4 In 18.0 m u, 12.03 m AGG. TREAT. _ 16.63 In AGG. TREAT. x~ 0 11.20 In FOG SEAL. SEAL b.COVER 15.80 m FOG SEAL, SEAL & COVER 1.6 m 3.6 m 3.3 m 3.6 m 1.8 m 3.3 m 3.6 m 5.0 m 1.2 m SHLD TRAVEL LANE TRAVEL LANE LT TURN LANE MEDIAN TRAVEL LANE TRAVEL LANE SHLD PROFILE GRADE= FINISHED GRADE FILL HEIGHT AT 4 SLOPE STAKE �Q VARIABLE 2 G N 2.2 m '. -- 120 inm PL. MIX BIT. SURF. 2 2 m 200 mm CR. AGO. CRSE- CROSS SLOPE _ •2% CROSS SLOPE _ •2% z �¢ 00o OUANT IT IES SURFACING SECTION DESIGN BASED ON THE TOP 0.6 METERS OF SUBGRADE AGGREGATE BITUMINOUS MATERIAL AGG. HAVING AN R-VALUE OF 50 aLL� UNIT PLANT CR. AGG. UNIT ASPHALT FOG TREAT. o g COVER MIX COURSE CEMENT SEAL SEAL AREA square meters 3.340 6.006 square meters PER STATION 2700 2700 2866 h{yIh9�E 0 cubic meters PER STATION 334.0 600.6 tons PER STATION 41.25 4.96 6,1 H tons PER STATION 763.9 liters PER STATION 540 20.1 CUT DEPTH AT FILL SLOPES BACK SLOPES square meters PER STATION 2700 I.5 m 1.5 m SLOPE STAKE 0 - 1 m 6+1 ko - 1.5 m 5i I �F 3 - 6m 3.1 1.5 lm 4: 6 - 9m 3.1 3 - 4,5m 3!1 OVER 9 m 2=1 OVER 6 m 1 1.51 1 �A TYPICAL SECTION NO. 4 2+90.12 TO 3+65.00 (-27) 11���111 3+65.00 TO 3+80.00 (TRANS. TO -1%I Fr 3+80.00 TO 4+00.00 (-1%) L 11.28 m 15.88 m 10.68 m AGG. TREAT. 15.28 m AGG. TREAT. 0.3 m 1.53 m 2.4 m SDWK. BUFFER +Hit 10.68 m FOG SEAL, SEAL & COVER 15.28 m FOG SEAL, SEAL & COVER 1.53 m 3.6 m 3.3 m 3.6 m 1.8 m 3.3 m 3.6 m 1.53 m 3.60 m 1,0 m BIKE LANE TRAVEL LANE TRAVEL LANE LT TURN LANE tRAVEL LANE TRAVEL LANE BIKE LANE RT TURN LANE SHLD �CWOEPTH PROFILE GRADE= F INISHED GRADE SLOPE STAKE 7[- 100 mm CONC. S IDE1 ALK 120 mm PL. MIX BIT. SURF. 60 mm CR. GRAVEL ASE 200 mm CR. AGG. CRSE. I.S% CROSS SLOPE CROSS SLOPE 2.4 m 1.53 m S,Om a N QUANTITIES BUFFER SDWK. o W CONSTRUCT CUT AND FILL SURFACING SECTION DESIGN BASED ON SLOPES AS FLAT AS PRACTICAL THE TOP 0.6 METERS OF SUBGRADE O (SEE CROSS SECTIONS) AGGREGATE BITUMINOUS MATERIAL AGG. HAVING AN R-VALUE OF 50 V :4 (n UNIT PLANT cR. AGG. UNIT ASPHALT FOG FILL HEIGHT AT �41 Q Wilt SEE SIDEWALK TERMINAL DETAIL COVER SEAL TREAT. I, SLOPE STAKE MIX COURSE CEMENT SEAL jVA N¢- AREA square meters 3.115 5.396 square meters PER SIAI ION 2596 2596 2596 R�BLEs Da�ilp cubic meters PER STATION 311.5 539.6 tons PER STATION 38.47 4.77 1.5% m 1 tons PER STATION 712.4 Inters PER STATION 519 / \ sauore meters PER STATION 2596 STATE PROJECT NUMBER SHEET NO. MONTANA MT-STPU-CM 1201(12) 8 GR055 SLOPE q+0 TYPICAL SECTION NO. 5 0.00 TO 4r30.00 -I% 4+00.00 TO 14+51.00 1+30.00 TO 4+45.00 TRANS. TO -2% 14+51.00 BEGIN CM-STPU 1201(9) 4+45.00 TO 14+51.00 -2% 17+87.00 END CM-STPU 1201(9) 17+87.00 TO 18+85.00 -2% 17+87.00 TO 24+16.60 0 24+16.60 END PROJECT 18+65.00 TO 19+00.00 TRANS. LT. TO -3% 19+00.00 TO 20+40.00 LT. -3%. RT. -2% 24+16.60 TO 24+20,71 CONN. TO PTW w o 20+40.,00 TO 20r55.00 TRANS. LT. TO -2% 0 a 20+55.00 TO 20+70.00 TRANS. TO -17. 2 Q 20+70.00 TO 21+00.00 -17. 'z 21+00.00 TO 21+15.00 TRANS. TO 21+15.00 TO 24+16.60 -2% 0 1 I I.28 m 1.2B m 7.53 m AGG. TREAT. 7.53 m AGG. TREAT. 0.3 m I.53 m A - SDWK. BUFFER f 7,53 m FOG SEAL. SEAL & COVER 7.53 m FOG SEAL. SEAL & COVER 1- 'T B 1.53 m 0.5 m 1.53 m 3.6 m 3.3 m 5.4 m 3.3 m 3.6 m 1.53 m BUFFER SDWK. y BIKE LANE TRAVEL LANE TRAVEL LANE MEDIAN, -_ TRAVEL LANE TRAVEL LANE DIKE LANE V q UO alggLf• - PROFILE GRADE= FINISHEO GRADE I F'S'LOPE2 STAKE HEIGHT AT ti ¢U CDcuT DEPTH AT - - SLOPE STAKE VgR7AgL f• 100 mm CONC. 510E AL1L z 60 mm CR. GRAEL ASE 120 mm PL. MIX BIT. SURF. 100 CONC. SIDEWALK uSz 200 mm CR. AGG. CRSE. 60 m CR. GRAVEL BASE V zQ Y F .5% O p o CROSS SLOPE = S -- __ CROSS SLOPE _ L 57. +1 CONSTRUCT CUT AND FILL SLOPES AS FLAT AS PRACTICAL z (SEE CROSS SECTIONS) LL� OUANTITIES -Q a SURFACING SECTION DESIGN BASED ON 20 AGGREGATE BITUMINOUS MATERIAL THE TOP 0.6 METERS OF SUBGRADE AGG. HAVING AN R-VALUE OF 50 �II UNIT COVER PLANT CR. AGG. UNIT ASPHALT SEAL FOG TREAT. FILL SLOPES FILL SLOPES BACK SLOPES MIX COURSE CEMENT SEAL 5+20 - 5+60 L7 0 - 3 m 6:1 0 - 1.5 m Scl iAREA square meters 1.807 4.440 square meters PER STATION 1506 1506 1506 6+20 - 10+50 LT 3 - 6 m 4: I 1.5 - 3 m 4:1 cubic meters PER STATION IBO.7 444.0 tons PER STATION 22.32 2.77 BUFFER WIDTHS (m) 0 - m 6.1 6 - 9 m 3:1 3 - 4.5 m 3:1 tons PER STATION 413.3 Mfters PER STATION 301 OVER I m 4:1 OVER 9 m 2:1 4.5 - 6 m 2:1 square meters PER STATION 1506 STATION B REMARKS OVER 6 m 1.5:: FROM TO 4+00 6+25.34 4.91 6+25.34 7+SO 2.1 r BUFFER WIDTHS (m) 7+So 7+60 TRANS_ 7+60 8+19.05 VARIES DETAIL I r9+19.05 9+00 1.66 STATION A REMARKS 9+00 9+1D TRANS. FROM TO 9+10 9+40 2.4 9+40 9+50 TRANS. 4+ 12+ 42 2.4 9+50 9+89.90 3.44 12+16.42 14+51 3.44 9+89.90 14+51 3.44 DETAIL 2 17+87 19+00 I.53 17+87 24+20.71 0 19+00 19+02.35 TRANS. 19+02.35 24+20.71 O 3.44 m 3.00 m AGG. TREAT. 0.5 m 0.5 m 2. 13 m BUFFER PATH 0.5 m VARIES SDWK. EX. CURB TILL HEIGHT AT V AR( LE SLOPE STAKE --- VARfggtfi --- V ARIAgL f r r 100 mm CONC. SIDEWALK / 60 mm PL. MIX BIT. SURF. ISO mm CR. AGG. CRSE. DETAIL I _,,5, 60 mm CR. GRAVEL BASE DETAIL 2 I.5Z o Q PATH OUANTITIES N ai AGGREGATE AGG. Ln to pow�(Ll UNIT UNIT PT CCOURSE TREAT. MIX P 2 AREA square meters 0.180 0.450 square meters PER STATION 300 cubic meters PER STATION 18.0 45.0 tons PER STATION 1 tons PER STATION 41.17 liters PER STATION STATE PROJECT NUMBER I SHEET NO SUMMARY MONTANA IMT-STPU-CM 1201(12) 9 SURFACING Q meters tons AGGREGATE BITUMINOUS MATERIAL s4uore square tons cubic meters tons liters meters STAT ION meters GROSS NET + _ FOR HYDRATED PLANT MIX PLANT Mi% REMARKS �^ LIME COVER BIT. SURF. BIT. SURF. TRAFFIC CRUSHED ASPHALT SEAL FOG AGG. a¢ - TYPE II GRADE S COMM. GRAVEL AGG. CEMENT CRS-2P SEAL TREAT. z FROM TO 19 mm P 64-28 COURSE PG 64-28 SS-1 x I' a 1+73. 12 2+63.12 90,00 90,00 2 034 679 461 31.3 3.7 407 2 183 TRANS. TYP. N0. I TO TYP. N0. 2 2+63.12 2+90.12 27.00 27.00 703 199 157 10.B 1,3 141 748 TRANS. TYP. NO. 2 TO TYP. NO. 3 2+90. 12 4+00.00 109.BB 109.86 1 2 852 783 1 593 42.3 5.2 570 2 852 TYP. NO. 4 4+00.00 14+51.00 1051.00 1051.00 15 828 4 344 J795 234.6 29.1 3 164 15 828 TYP. NO. 5 14+5L 00 17+87,00 336.00 336.00 CM-STPU 1201(9) 17+87.00 24+16.60 629.60 629.60 9 482 2 602 140.5 17.4 1 895 9 482 TYP. NO. 5 ADDITIONAL SURFACING 13 302 3 626 170 195.7 24.3 2 572 14 576 TOTAL 2243.48 11307.46 336.00 1-P0 49'-2OT i--2�133 t310 1'T05" fi f5 2 •83. B�T� 45 9 1 .7 r,T''£: ✓1vIG t�Cy �; ✓? o ;n3.?%.E '17. 'r 9_5..+ 4jjf c z ADDITIONAL SURFACING (INCLUDED IN SURFACING FRAME) Z z meters tons AGGREGATE BITUMINOUS MATERIAL square Y 1¢- sriuuTe meters O Z o STATION M.I.I. tons cubic meters tons liters =gm FOR HYDRATED LAN i' PLANT MIX REMARKS .6 ui GROSS NET t - LIME COVER BIT. SURF, BIT. SURF. CRUSHED ASPHALT SEAL FOG AGG, Z J^ FROM TO COURSE PGE64N28 SS-1 TREAT. TYPE II GRADE S COMM. AGG CRS-2P ¢LL c 19 mm PG 4- 8 a cn w 1-18.12 1+73.12 55.00 55.00 CONNECTION 1 106 2.0 CHIP SEAL - TYP. NO. 1 24+16.60 24+20.71 4.11 4.11 CONNECTION 62 17 18 0.9 0.1 12 62 TYP. NO. 5 O 2 4+06.60 PUBLIC APPROACH 655 235 171 12.7 1.6 171 055 KACY BLVD. LT 4+07.06 PUBLIC APPROACH 933 25G 187 13.8 1.7 187 933 KAGY BLVD. RT 6+24,78 PUBLIC APPROACH 122 33 24 1.8 0.2 24 122 REMINGTON WAY LT 6+25.34 PUBLIC APPROACH 251 69 50 3.7 0.5 50 751 REMINGTON WAY RT 8+16.29 PUBLIC APPROACH 509 192 140 10.4 0.9 140 699 LINCOLN ST LT B+19.05 PUBLIC APPROACH 571 210 153 11.4 1.0 153 767 LINCOLN ST RT 12+141131 PUBLIC APPROACH 424 154 112 8.3 0.8 112 562 GARFIELD ST LT 12+22.60 PUBLIC APPROACH 460 164 120 8.9 1 0.8 120 598 GARFIELD ST RT A 18+63. 16 PUBLIC APPROACH 109 30 22 1.6 0.2 22 109 DICKERSON ST LT 18+63.28 PUBLIC APPROACH 122 33 24 I.B 0.2 24 122 DICKERSON ST RT 20+84.21 PUBLIC APPROACH 273 75 55 4.0 0.5 55 273 KOCH ST RT 20+84.26 PUBLIC APPROACH 199 55 40 2.9 0.4 40 199 KOCH ST LT 20+03.57 PUBLIC APPROACH 118 32 24 1.7 0.2 24 lie OLIVE ST LT 20+03.95 PUBLIC APPROACH 108 30 22 1.6 0.2 22 108 OLIVE ST RT PRIVATE APPROACHES (16) 98 71 1 5.3 474 ASPHALT SURFACED 4+00.00 14+51.00 LT TURN LANES 4 117 1 130 61.0 7.6 823 4 117 TYP. N0. 5 17+87.00 24+20.71 LT TURN LANES 2 963 813 43.9 5.4 593 2 963 TYP. NO. 5 10+02. 10 12+12.02 209.92 209.92 PATH 66 94 630 12+46.19 14+51.00 204.811 204.81 PATH 84 92 614 SUBTOTAL 13 302 3 626 170 1 419 195.7 24.3 2 572 14 576 0 1 0 E b I Jt O �N p1 \., 2 p Orb N'� T STATE PROJECT NUMBER SHEET NO. ST 1 V MONTANA MT-STPU-CM 1201(12) 16 GRADING SUBEXCAVATION w o cubic meters cubic meters square ct W o STATION STREET EXCESS REMARKS STATION SPECIAL meters ° EXCAVATION EXCAVATION EMB+ SUB- BORROW GEOTEXTILE REMARKS i Q _ EXCAVATION NEAT '• ¢ FROM TO LINE 1+73.12 a o 22 132 9 804 1+73A2 14+51 31369 31510 14+51 17+87 24+20.71 7507 8306 INCL CONN.TO PTW 14+51 TO 17+87 SEE CM-STPU 1201 9 - 17+16 8204 1 207 - 24+16.60 - 1+73A 2 4+60 7614 9+80 12+20 691 - 17+87 18+63.22 1811 Y - a O TOTAL -80336 # 19 325 # 11 011 TOTAL 38876 29618' 401.]& #FOR INFORMATION ONLY 'SEE DETAIL SHEET A yZ •r "STABILIZATION GEOTEXTILE 01 - ) U 2 � a FENCING zz1-X o p o meters each meters 2- ADDITIONAL GRADING STATION CHAIN FARM FENCE Q LLJ LINK FARM FENCE PANEL FARM GATE o cubic meters FENCE R ENOVE IE DEADMAN REMARKS TYPE F2W- TYPE F3M- TYPE v _ STATION INCLUDED IN ROADWAY FROM TO 1.2 m 813WW 990WW F6M SINGLE I DOUBLE TYPE G2 TYPE G3 w REMARKS ST4tEET EMB + EXCESS 2+� 1- LT EXCAVATION EXCAVATION 2+75 3+33 5g§ LT - FROM TO 8+28.04 12+03.73 42460 1- d ET 12+24.51 14+51 232.7 4 1 LT 1+73. 12 10+00 1065 TOPSOIL (+20%) 10+00 1 4+51 585 TOPSOIL (+20%1 2-03 2+42 38.0 3' 2- RT 17+87 20+00 100 TOPSOIL (+20G) 12+43 23 13+80 137.4 RT 20+00 24+20.71 130 TOPSOIL (+207.) 14+00 14+51 51.0 RT 4+06.60 770 KAGY LT _ 4+07.06 905 KAGY RT 6+24.78 100 REMINGTON LT TOTAL 188-4 "&7 2934c1• -4. & 2 6+25.34 255 REMINGTON RT G Gr _ r _ 7+66 IS APPROACH LT �C�� �'� -i��7.+ x7? Itw�"i*T" =� 8+03.05 10 APPROACH RT MiSCELLANE DUS ITEMS 8+16.29 335 LINCOLN LT 8+19,05 445 LINCOLN RT 9+96 50 APPROACH RT. meters 12+14.81 460 GARFIELD LT STATION 150 mm 12+22.60 505 GARFIELD RT PVC PIPE REMARKS 13+91 20 APPROACH RT. FROM TO 18+63. 16 95 DICKERSON LT 18+63.28 100 DICKERSON RT _ 19+08 15 APPROACH LT. 8+31 590 REPLACE IRRIGATION LINE-SEE SPECIAL PROVISIONS 19+26 10 APPROACH LT. 19+48 5 APPROACH LT. 19+57 5 APPROACH RT. 19+65 IO APPROACH LT. I TOTAL 69.0 19+83 15 APPROACH LT. 19f90 10 APPROACH RT. 20* 5 20 APPROACH RT. 20+05 10 APPROACH LT. 20+23 10 APPROACH LT. 20+84.21 260 KOCH LT IRRIGATION STRUCTURES 20+84.26 155 KOCH RT 21+39 25 cubic meters square meters each APPROACH LT, 21+77 IS APPROACH LT. STATION RANDOM GEOTEXTILE CANAL SLIDE DIVISION BOX REMOVE 22+16 10 APPROACH LT. CLASS RIPRAP ERM.EROS.CNTRL GATE GATE TRASH IRRIGATION REMARKS 0 22+P 5 APPROACH LT. DD 750 mm X GUARD STRUC- CONC. HIGH SURV. TYPE II TYPE III S APPROACH L T. FROM TO CL I CLASS C 600 mm 600 mm 600 mm 900 mm TURE 23+03.57 100 OLIVE LT H 23+03.95 95 OLIVE RT 1 RT 8+50 1 1 ] RT 23+74 8+50 1 21.6 m LT of 5 APPROACH LT. _ R mRT APPROACH RT. 23+76 5 8+5L2-6 8+53.93 3.5 17 1 20 v a^3 24+16.60 24+20.71 37 CONN. i0 PTW 22+30 N�n RT SUBTOTAL TOTAL 3.5 17 1 1 1 1 2 ii�6i I le INCLUDED IN MAINLINE GRADING OUANTITIES STATE PROJECT NUMBER SHEET NO., SUMMARY MONTANA I MT-STPU-CM 1201(12)1 11 ADJUST WATER MAIN FIRE HYDRANTS SANITARY SEWER W o EACH EACH EACH LUMP SUM = REMOVE INSTALL STATION MANHOLE CONNECT ADJUST a FIRE FIRE RESET FIRE REMARKS To SEWER BYPASS REMARKS 2~ STATION ADJUST REMARKS STATION HYDRANT HYDRANT W HYDRANT TYPE EXISTING SERVICE PUMPING 4o WATER MAIN LEFT RIGHT LEFT RIGHT LEFT RIGHT FROM TO 2400 mm PIPE LINE 9+80 1 2 &5- 11 2 LT =2+80: .6-10-mm Rd 3+70.4 1 16.8 RT 11+02 1 2 1 11.6 LT 4v-13• 1 203-mm, 8+09.4 1 16.5 RT - - 12+23 1 203 mm 8+12.8 1 16.5 RT 20+19 1 RT _ 19+95 1 152 mm RT 12+25.2 1 17.0 LT 20+68 1 203 mm RT 12+25.2 1 17.0 LT p 23+07 1 152 mm Of 12+32.4 1 16.0 RT TOTAL 2 d 1 10:61 Q 12+43.4 1 16.2 RT o - =� 2 TOTAL " 13+73.0 1 1 . RT COST SHARE 75%STATE,25%CITY O V 13+73.0 1 14.7 RT COST SHARE - 75% STATE, 25% CITY 18+7349 1 12.6 LT L� 10+73.9 I 12.6 LT 20+72.6 1 15. 1 RT 20+73.4 12.7 LT Z 20+73.4 1 -f 14.3 LT "i z 20+77.1 1 15.0 RT zQ vYi z o 23+14.7 -<I 12.5 LT 0 0 0 23+14.7 1 12-I LT a1vi� QLLm Y SUBTOTAL 4 4 1 4 1 4 I p F v TOTAL 8 8 1 w Q� COST SHARE - 757. STATE, 25% CITY O Mt CITY FURNISHED - SEE SPECIAL PROVISIONS O 2 F WATER VALVE BOXES CURB STOP & BOX MANHOLES IN PLACE EACH EACH EACH STATION ADJUST RESET REMARKS STATION ADJUST REMARKS STATION ADJUST REMOVE REMARKS MANHOLE MANHOLE ALEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT 4+21.8 1 STORM DRAIN 3+97.0 1 _ I8+79.5 1 3+9B.4 1 1 19+39.2 1 SUBTOTAL I FUNDING - 100% STATE 4+12.9 I 19+57.0 6+24.9 I SANITARY SEWER 5+17.7 1 19+93.8 1 7+36.6 I SANITARY SEWER * 5+19.7 1 11 19+94.6 1 8+18.9 1 SANITARY SEWER 8+58.0 1 1 1 SANITARY SEWER * 6+28. 1 t 20+33.9 6+33.8 t 20+68.7 1 9+28.3 I SAN.- REMOVE MARKER POST 14.8 m LT 8+16.7 t 1 21+75. 1 1 9+80.2 •i SANITARY SEWER 8+22.9 1 22+08. 1 1 10+42.7 I SANITARY SEWER 8+22.9 1 22+30.0 1 10+50.0 I SANITARY SEWER 11+02.0 '4 SANITARY SEWER 9+74.2 1 22+64.7 1 10+54.7 1 VALVE MARKER IB.8 m RT - REMOVE 22+65.0 I II+30.9 I SANITARY SEWER 10+58.2 I 23+24.1 I 12+09.3 1 SANITARY SEWER 12+10,5 1 VALVE MARKER 14.6 m RT - REMOVE 12+16.6 I SANITARY SEWER 12+23.I 1 12+52.5 1 SANITARY SEWER SUBTOTAL 13 13+74.9 1 SANITARY SEWER 14+IH_4 1 VALVE MARKER 13.3 m RT REMOVE TOTAL 13 18+63.4 I SANITARY SEWER 18+55.5 1 - 20+82.5 1 SANITARY SEWER IB+ . COST SHARE - 75% STATE. 25% CITY 19+9595.3 1 1 20+84.4 1 SANITARY SEWER 20+74.9 I SUBTOTAL 13 2 -2 COST SHARE - 757 STATE, 25% CITY 20+87.6 1 TOTAL 16 20+67.7 1 20+93.2 1 1 INSTALL INFLOW PROTECTOR - SEE SPECIAL PROVISIONS p 22+95.1 1 1` 23+07.4 N N 0 E 23+07.8 1 oA 23+13.0 I V 74 n cb¢ ao1n3 C SUBTOTAL 9 IB G^aD TOTAL 27 I COST SHARE - 757. STATE, 25% CITY STATE PROJECT NUMBER I SHEET NO. SUMV MONTANA MT-STPU-CM 120.1(12) 12 zo ti 04 PAVEMENT MARKINGS TOPSOIL & SEEDING Q¢ S 1 9TH MAIN ST. # cubic nectores ¢I. meters - ITEM UNIT INTERIM FINAL INTERIM FINAL STAT ION Q APPLICATION APPLICATION APPLICATION APPLICATION TOTAL TOPSOIL SEED FERTILIZER CONDITION REMARKS PAINT EPDXY PAINT EPDXY SALVAGING SEEDBED MULCH ■ • & FROM TO REMOVE PAVEMENT MARKINGS M 106 106 PLACING N0. I NO. 2 NO. 3 NO. 1 NO. 2 REMOVE PAINT WORDS & SYMBOLS M' 5.0 5.0 1+73.12 10+00 wHITE PAINT L 889 0.9 p,9 p•g 629 47 81$. �, ,�s 10+00 I4+51 8 0. 0. 0. WORDS & SYMBOLS - WHITE PAINT L 369 IS 384 ��i 17+87 20+00 83 0.I 0.1 0.1 WORDS 6 SYMBOLS YELLOW PAINT L P5- YELLOW PAINT L W6 d4H �" 20+00 24+20.71 108 0.1 0.1 0. I INCL. CONN. TO PTW 1 3f 7 Q - z}. Utz 2 O ti WHITE EPDXY L .559-: 24 117.7 - , _ OZ WORDS & SYMBOLS - WHITE EPDXY L - ZE YELLOW EPDXY L -S8 -98 7C it WORDS & SYMBOLS YELLOW EPDXY - L aa- J-7 • TOTAL t558 1r6- 1 1 1 4.6 k_6- 200mm WHITE PLASTIC M ,g20 820 :.:;.,1 - �I.� i- `: _3 600mm WHITE PLASTIC M d4}4^ I-9fl, i^%'✓? �' - -. - WORDS 6 SYMBOLS - 1m(iE PLASTIC M' .L&7,2 3-2 5 -2-13.17 z zza YELLOW CURB EPDXY L +24-1, 30 Y p Z TEMPORARY PAVEMENT MARKINGS KM 9:5- 9.5 O �i°i *2 APPLICATIONS `. '3 Ui u OUTSIDE PROJECT LIMITS QLLm oFa w Q Q C) 7 O ~j FINISH GRADE CONTROL MAILBOXES MONUMENT BOXES course kilometers EACH EACH STATION FINISH REMARKS STATION REMOVE MAILBOX REMARKS STATION SET REMARKS GRADE MAILBOX MAILBOX CLUSTER FROM TO CONTROL LEFT CENTER RIGHT 1+73.12 2+90.12 0.21 SPECIAL BORROW-MAINLINE 2 TO 5 LANE A 1+73.t2 2+9012 0.21 SU13GRADE-MAINLINE 2 TO 5 LANE 4+o4. KAGr RD. & WEST R/W LINE 91 I 1+73.12 2+90.12 0.21 BASE COURSE-MAINLINE 2TO 5 LANE 4+05. 1 KAGY RD. & EAST R/W LINE 2+90.12 4+00 19+76.3 1 13.4 m LT - TYPE II CBU 6+25-34 I REMINGTON WAY & EAST R/W LINE 028 SPECIAL BORROW-MAINLINE5LANE . _ 19+97 1 LEFT 8+09.91 1 OUARTER SECTION CORNER (SEC. 13&141 2+90.12 4+00 0.28 SUBGRADE-MAINLINE 5LANE 20+14 t LEFT 2+90.12 4+00 0.28 BASE COURSE-MAINLINE 5 LANE I8+63.16 1 DICKERSON ST. WEST & R/W LINE_ 20+27 1 LEFT 18+63.28 I 4+00 14+51 2-1DICKERSON ST. EAST & R/W LINE 1 SPECIAL BORROW-MAINLINE 4 LANE _ 20+77.6 4 34.3 m LT - MULTIPLE SUPPORTS 20+84,19 I KOCH S & _4+00 14+51 2.1 SUBGRADE-MAINLINE4LANE 20+78 1 LEFT WE ST R/W LINE 20+84-17 I KOCH STT.. & EAST R/W LINE 4+00 14+51 2.1 BASE COURSE-MAINLINE 4 LANE 21+22 1 LEFT 17+87 24+16.60 1.26 SPECIAL BORROW-MAINLINE 4 LANE 21+33.8 I 13.4 m LT - TYPE ICBU 23+03.57 I '< OLIVE ST. & WEST R/W LINE - 1 ct 17+87 24+16.60 126 SUBGRADE-MAINLINE 4LANE 21+89 1 LEFT 23+03.96 OLIVE ST. & EAST R/W LINE 17+87 24+16.60 1.26 BASE COURSE-MAINLINE 4 LANE -22+04 1 LEFT 22+21 I LEFT 24+16.60 24+20.71P111.61 SPECIAL BORROW-CONN.TO PTW 4 LANE 22+58 1 LEFT 24+16.60 24+20.71 SUBGRADE-CONN.TO PTW 4 LANE 22+90 1 LEFT 24+16.60 24+20.71 BASE COURSE-CONN.TO PTW 4 LANE TOTAL _ 22+97.0 t 45.7 m LT - TYPE III CBU - 23+14 1 LEFT 23+3S 1 LEFT SUBTOTAL 5 5 23+70 1 LEFT TOTAL 16- TOTAL 13 -4- 3 J ,A FOR INFORMATION.ONLY a h pN N N � S O N �a Ina ma q'Oh. N v. O O1 l0 2 tin�.-a 1 STATE PROJECT NUMBER SHEET NO. ST TMNURY MONTANA MT-STPU-CM 1201(12) 13 CURB REMOVE CULVERTS z¢ meters meters REMOVE oN STATION CURB 1 CD GUTTER REMARKS STATION REMOVE CULVERT REMARKS mm a a CULVERT =ti FROM TO LEFT RIGHT a o 2+90.12 3+74.06 132.0 INCL 12. m & 27.4 m RADII+ EXT. 2+90. 12 3+78.62 119.3 INCL 15.2 m & 36.6 m RADII+ EXT, 4+05 65.9 457 x 65.9 RCP APPROACH PIPE 12.0 m IT 4+31.39 6+11.55 217.9 INCL. 15.8 m & 7.5 m RADII+ EXT. 4+05 74.1 610 x 74. 1 RCP APPROACH PIPE 11.5 m RT 4+36.75 6+12.22 233.4 INCL. 27.4 m. 12.0 m. & 7.5 m RADII+ EXT. 4+05 30.5 921 x 572 x 30.5 RCPA APPROACH PIPE 20.2 m RT 6+37,95 7+82.42 227.5 INCL. T.5 m, 15 m, & 15 m RADII+ EXT. 6+25 25.7 457 x 25.7 CMP APPROACH PIPE 12.5 m LT- 6+25 19.IS 457 x 19.6 CMP APPROACH PIPE 11.8 m RT 6+38.38 1 8+03.OS 22 1.6 INCL. 7.5 m & 11 m RA011+ EXT, 8+31.65 11+83.37 424.0 INCL. II m, 15 m, & 15 m RADII+ EXT. 7+67 18.7 457 x 18.7 CMP APPROACH PIPE 11,4 m LT 8+52.99 12+06.08 443.9 INCL. 15 m. 15 m & 11 m RA011+ EXT. 8+07 G.0 457 x 6.0 CMP 17.0 m LT .y 12+32.28 14+51 246.7 INCL. II m RADIUS + EXT. 8+17 13.4 914 x 610 x 13.4 CMPA APPROACH PIPE 21.5 m LT O 12+53.93 14+51 252.4 INCL. 15 m & 15 m RADII+ EXT. 6+17 29.5 762 x 29.5 CMP MAINLINE (SKEW 36' RT) I-- Q 8+18 22.5 762 x 22.5 CMP APPROACH PIPE 16.0 m RT Z U 17+87 I8+50.01 75.6 INCL 7.5 m RADIUS + EXT. 17+87 18+50. 19 1 76.3 INCL 7.5 m RAO IUS + EXT_ 12+18 28.0 457 x 28.0 CMP APPROACH PIPE 11.5 m RT 18+76.27 20+67.46 223.01 INCL. 7.5 m & I I m RADII+ EXT. 12+21 26.5 610 x 26.5 CMP APPROACH PIPE 12.9 m LT 18+76.38 20+67.64 230.4 INCL. 7.5 m & 11 m RADII+ EXT, 12+21 22.6 914 x 22.6 CMP APPROACH PIPE 21.6 m LT 21+00.74 22+90.46 221.8 IN 11 m & 7 m RADII+ EXT. 13+91 16.2 610 x 16.2 RCP APPROACH PIPE 10.8 m RT 13+91 16.2 610 x 16.2 RCP APPROACH PIPE 12.2 m RT Z 21+00.89 22+90.90 228.3 INCL. 11 m & 7.5 m RADII+ EXT. 23+16.74 24+20.71 116.8 INCL. 7.5 m RADIUS + EXT. 18+64 25.7 1003 x 1194 x 25.7 CMPA APPROACH PIPE 9.7 m RT z Q 23+17. 14 24+20.71 115.8 INCL_ 7.5 m RADIUS + EXT. 19+98 31.9 1651 x 1016 x 3 1.9 RCPA APPROACH PIPE 9.9 m RT z o 23+76 2.0 APPROACH RT 20+84 23.1 2667 x 762 x 23.1 CMP BOX CUL V. APPROACH PIPE 9.5 m RT O O S1 23+04 23.1 2667 x 762 x 23.1 CMP BOX CULV. APPROACH PIPE 9.6 m RT v2i 23+76 16.3 1616 x 1295 x IS.3 CMPA APPROACH PIPE 11.4 m RT Z J w o SUBTOTAL 1886. 1 1923.4 e wTOTAL =3869:5'• Q Q .16 1.7.0�, TOTAL •535=5 '\-, p� MEDIAN CONCRETE CURB SIDEWALK A meters cubic square square meters meters r STATION MEDIAN meters meters r1 CONCRETE CONCRETE LANE REMOVE REMARKS STATION CONCRETE SIDEWALK REMOVE TRUNCATED 100mm SIDEWALK REMARKS CURB AND CURB SEPARATOR MEDIAN CRUSHED CONCRETE SIDEWALK WIDTH GUTTER CURB AGGREGATE 100mm 150mm DOMES PVC PIPE DRAIN FROM TO TYPE A COURSE 75 mm FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT 4+26. 10 6+12.43 375.9 33 _ 168.3 2+90.12 3+74,06 148.8 38.3 1.8 113 1.53 INCL CURB RAMPS 6+3B.23 8+04.79 336.4 _ 29 150.5 2+90.12 3+78.62 148.3 37.7 1.8 5.4 153 INCL.CURB RAMPS 7+99.92 8+1A.38 90.0 17 IT1.8 LSLANDS-LINCOLN ST LT 4+31.39 6+11-55 295.9 87.1 27 10,8 1-53 INCL CURB RAMPS 7+99.92 8+35.40 20.0 RUBBERIZED-SALVAGE TO CITY 4+36.75 6+12.22 286.6 48.9 27 10.8 1 1.53 INCL.CURB RAMPS 8+21.40 8+35.40 87.3 17 169.0 ISLANDS-LINCOLN ST RT 6+37.95 7+82.42 219.3 67.8 1.8 9.0 1.53 INCL CURB RAMPS&APP.APRON 8+30.59 9+92.75 329.2 67 344. 1 5+38.38 7+50.00 1 192.1 1 132 0.9 72 3.8 1.53 INCL.CURB RAMP&APP.APRON 10+12.00 12+05.75 390.8. 65 334.6 7+60.00 8+03.05 122.3 70.9 0.9 4.8 &3 213 INCL CURB RAMP EXTENSION&APP.APRON 12+00.86 12+12.86 T3.5 12 117.3 ISLANDS-GARFIELD ST LT 8+n65 11+83.37 551.6 36.3 1-8 21.6 1.53 INCL.CURB RAMPS 12+24.63 12+36.35 71.2 12 116.3 1 ISLANDS-GARFIELD ST RT 8+52.99 10+0210 278.0 97.4 0.9 9.0 1.53 INCL CURB RAMP EXTENSION&APP-APRON 12+31.55 13+94.00 329.2 64 329.4 10+02.10 12+06.08 12.8 0.9 23.1 1 CURB RAMP 13+95.00 14+03.40 8.4 12+3228 14+51.00 342.3 11.6 0.9 12.6 1.53 INCL,CURB RAMP 13+97.40 14+51.00 110.0 9 48.6 12+53.93 14+51.00 13.8 0.9 23.1 CURB RAMP 17+83.60 17+92.00 8.4 17+87,00 18+50.01 1 98A 222 0.9 5.4 1.53 INCL.CURB RAMP&EXTENSION 1 7+66.00 1 8+50.34 132.1 11 58.5 17+87.00 18+50.19 96.6 259 0.9 1.53 INCL CURB RAMP&EXTENSION 16+76. 14 19+62.60 1 177.3 30 155.2 18+76.27 20+67.46 234.0 136.5 27 1.8 3.0 1.53 INCL.CURB RAMPS&EXTENSIONS 19+63.60 19+72.00 8.4 18+76.38 20+67.64 255.1 109.5 2.7 1.5 1.53 INCL CURB RAMPS&EXTENSIONS 1 9+66.00 20+69.21 209.8 18 93.5 21+00.74 22+90.46 2412 121.6 2.7 1.53 I INCL CURB RAMPS&EXTENSIONS 20+99.21 22+91.01 386.9 34 173.3 21+00.89 22+90.90 288.6 74.0 27 1 1.53 INCL.CURB RAMPS&EXTENSIONS 23+1 6.8 1 24+19.3 1 208.2 18 92.3 23+16.74 24+20,71 153.7 31.7 0.9 1.53 INCL CURB RAMP&EXTENSION 23+17.14 24+20.71 1 145.9 38.5 0.9 1.53 INCL.CURB RAMP&EXTENSION SUBTOTAL 2985.8 322.0 25.2 20.0 436 2523.3 MT-STPU-CM 1201(12) _ 13+91 67.0 APPROACH RT N N19TH 59.0 19+99.00 20+14,60 14.0 0.90 LAYDOWN MEDIAN p MAIN 112.0 20+23 19.5 APPROACH LT E - 22+16 23.0 APPROACH LT u� SUBTOTAL 171.0 OUTSIDE PROJECT LIMITS 22_+25 15.9 APPROACHLT nTOTAL -2485-zg It. r13•• s227-a- 35-P- 191.0 436 12523.3- M-T. *SEE DETAIL Q � 23+74 8.9 SUBTOTAL 22852 1813.5 634.4 Was32.4 146.4 14.6 TOTAL -4996.7- 42440 -344" 44&4-- t4-.6 SIDEWALK IRRIGATION SLEEVES 11 S111" 76 +x„ 1$ .- REMOVE -EMOVE ' .� ..` ' ��■��������■vim■��■���.o� STATE PROJECT NUMBER SHEET NO- DETAIL MONTANA MT-STPU-CM 1201(121 15 0.83 mYZ woo�z,zz— , �« a o� as ~ NATIVE GRAVEL 0 SUBEXCAVATION DETAIL CONDITION A — 1.5 m TRANSITION USE WHERE DEPTH TO NATIVE GRAVEL STRATUM _�__ —————————————————— TO LAYDOWN CURB 1"d" SEE CROSS SECTIONS) IS 1.2 m OR LESS 11 o I O II STABILIZATION x o GE OTE X T IL E a - — i 0.83 m� N — o I 1680 I w CONTRACTION JOINT Z I > EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION E STABILIZATION E ,d. �`--EXISTING 203 mm PVC NATIVE GRAVEL GEOTEXTILE o7 SANITARY SEWER —CONTRACTION JOINT n z `° Nzo SUBEXCAVATION DETAIL EXPANSION JOINTS =g NATIVE GRAVEL AT CURB RETURNS �� SUBEXCAVATION DETAIL STA. 9+80 To 12+20 z i BACK OF CURB CONDITION B a USE WHERE DEPTH TO NATIVE GRAVEL STRATUM ("d" SEE CROSS SECTIONS 1 EXCEEDS 1.2 m 1.53 m TYP. m 50 TO 63 DIAMETER BRASS CAP WITH ROUNDED TOP, SET FROM REFERENCE POINTS. STATE FORCES TO MARK MONUMENT POINT IN CAP PLAN VIEW �� AFTER INSTALLATION. STREET PAVEMENT 3 mm TO 6 mm BELOW PAVEMENT 1.53 m VARIES RAMPS, FLARES & LANDING AREAS� 150 mm CONC. 128 MPa> REINFORCED 150 mm TO 225 mm, BUT SIDEWALK DRIVEWAY APRON A STATION & OFFSET OF i WITH 0.7 kg/m' FIBERMESH OR NO DEEPER THAN 13 mm CURB RAMP CALLOUT �� 152.4 x 152.4 x W5.26 mm� WWF ABOVE BOTTOM OF BOX. r SLOPE VARIES 1 5% SLOPE STREET FULL HEIGHT i O(,•1 60 �� �� SURFACE CURB TOP BACK OF LAYDOWN CURB C�� (��(J� ELEV. + 155 mm C0 90 mm PL MIX h l GRAVEL BASE c 0 150 mm CR AGG CRSE 150 mm CONCRETE CURB & 63 mm INLAND FOUNDRY CO. 150 mm CR AGG CRSE GUTTER + — MIN. PATTERN NO. 1034 OR APPROVED EOUAL. /Oe I y SECTION VIEW I.5 m '� LEAVE GRAVEL EXPOSED FLARED SIDE F I 100 mm CONC. SIDEWALK 900 mm FOR DRAINAGE. _ O MIN. •��: ,� o Ir CL "D" CONCRETE POURED IN PLACE OR PRECAST TRUNCATED DOMES / AND SOLIDLY PLACED. BOULEVARD APPROACH 0.75 m LAYDOWN CURB _ ! BACK OF CURB l NON REINFORCED 150 mm MIN.. I.5 m ROUND OR SOUARE WITH 13 mm FLARED SIDE CHAMFERED CORNERS OR ---- REINFORCED PRECAST 100 mm �` ---_ SOUARE WITH 13 mm FULL HEIGHT CURB CHAMFERED CORNERS AND 4 NO.6 REBARS. NOTE: ALL DIMENSIONS mm UNLESS OTHERWISE NOTED. CURB RAMP DETAIL MONUMENT BOX DETAIL o � - SUBEXCAVATION DETAILS 4 CURB RAMP DETAIL 0 0�' MONUMENT BOX DETAIL waN BOULEVARD APPROACH 2 N o +r "Ci�46 1 NO SCALE STATE FROJECT NUMBER SHEET NO DETAIL IMONTANA MT-STPU-CM 1201(12) 16 1220 C C NEW CURB & GUTTER RESET MANHOLE COVER a° ¢ INLET / OUTLET PAD p ( EXISTING MANHOLE COVER a p WARP FILL SLOPE TO MATCH - INLET 1300 (REMOVE & RESET) o°a INCLUDE IN UNIT PRICE OUTLET 2000 <i BID FOR SIDEWALK DRAIN i ACHECKERED 10 THICK ADJUST AS NEEDED o [3 B GALV. STEEL PLATE / BACK OF SIDEWALK— NEW 2400 DIA. TY 3 MH ROOF SLAB WITH 610 DIA. HOLE / i; E E E TOP OF CURB o0 III 0 u "' NEW 2400 DIA. A I A - 12: 1 MANHOLE BARREL SEE CROSS SECTIONS J Q MANHOLE STEPS 3 BACK OF CURB in l i 1 \FLOW LINE U FLOWLINE-->-->--> ->__}_ __}__y__y__y_ �__ 2 1 Z CURB & GUTTER TERMINAL DETAIL MANHOLE EXISTING (RE19MODIA. VE) ZZ Y F N Z O p p p SIDEWALK DRAIN DETAIL < oFa ELEVATION VIEW �w Q� �o (5) COUNTERSUNK GALV. OR STAINLESS SCREWS 300 0.C. (TYP) 3 LEGS IN EACH NEW CURB & GUTTER 700 ANGLE IRON TO ANCHOR FRAME INTO CONC. L 50 X 50 X 6 GALV. EXISTING MANHOLE 0o I� COVER (REMOVE) A 2 V 600 V E-+ , 900 � RESET MANHOLE COVER 1520 SECTION A-A EXISTING CURB I °oo STEEL PLATE 1 Ln \ / � I / OUTLET pAD ?5 3e• REMOVE EXISTING 310 600 310 ' 219 mm MANHOLE i o0 o SLOPE 6% ' NEW 2400 mm TYPE 3 DAYLIGHT TO SANITARY SEWER MANHOLE SECTION D-D (OUTLET ) EXISTING 203 mm o PVC SANITARY SEWER o PLAN VIEW SECTION B-B CURB & GUTTER SANITARY SEWER MANHOLE DETAIL VERTICAL FACE STEEL PLATE c STA. 9+80 GUTTER STA. 11+02 FL OWL INE 1.5% INLET PAD 610 6t0 �- v N o "' •- ` ' SLOPE I.57 P o H o R o0 TO DAYLIGHT ` 600 - SIDEWALK DRAIN DETAII �asa 4 o CURB & GUTTER TERN _ M,2- SANITARY SEWER MANh�,E SECTION C-C SECTION D-D ( INLET ) NO SCALE ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED STATE PROJECT NUMBER SHEET NO. 150 C 1 Do n I Do --� DETAIL I MONTANA MT STPU CM 1201(12] 17 #13 U-BAR CENTERED OVER AIR VENT. PLACE #13 BARS AT 300 D.C. 4TOP OF U-BAR FLUSH 100 DIAMETER AIR VENT BOTH WAYS, EACH FACE #13 DIAGONAL BARS WITH CONCRETE SURFACE (SEE DETAIL ON THIS SHEET) AROUND RCP OPENING CAST IRON SELF CONTAINED CANAL GATE STOP GROOVE " m WITH FLAT BACK SEAT AND SQUARE SIDES. _ a 'A RO DIN METER (SEE DETAIL LIFT & ANCHOR BOLTS AS REQUIRED PER p ti a a ON THIS SHEET) 750 RCP MANUFACTURER'S RECOMMENDATIONS. "� Q #13 BARS AT APPROX. a AIR VENT DETAIL t 300 0.C. CONTINUOUS I l I I THROUGHOUT WALL 150 I I 1 I I #13 BARS AT APPROX. #13 BARS AT APPROX. 150 WIDE x 6 THICK METAL I I 1 B I 1 B m 1 1 1 300 0.C. CONTINUOUS 150 PLATE. G-60 HOT DIP GALVANIZED 300 I I 300 0.C. EXTEND PER ASTM A123. EXTEND ABOVE I I FROM WALL BARS _ INTO CUTOFF WALL CONCRETE AS REQUIRED TO ALLOW I I `-" 600 RCP ( I I UNLESS OTHERWISE NOTED FOR BOLTING OF GATE PER I I 1 I I I t I �� MANUFACTURER'S RECOMMENDATIONS. 1 T!--T°— #13 BARS AT 300 a 3 #13 BARS AT APPROX. x q o 0 0.C. EXTEND o '^ I 300 D.C. CONTINUOUS q GATE FRAME ANGLE to u v INTO CUTOFF WALL FROM WALL BARS M 3�' 13 mm D IA. GALVANIZED STEEL I I #13 BARS AT 300 0.C. 1 BOLTS AS REQUIRED I50 �i I+ EXTEND INTO CUTOFF BLOCKOUT CONCRETE AS REQUIRED BY 1 1 BY MANUFACTURER D D WALL EACH WAY SECTION B-B 1 GATE MANUFACTURER FOR INSTALLATION I SLIDE GATE C OF RECTANGULAR GATE AND GROUT FLUSH z 1• -T Q SECTION A-A #13 DIAGONAL BARS Z Z I I 1 600 RCP AROUND OPENING Toz o 1 1 750 RCP 750 LONG, BEND TO FIT 00- I I B C C B C al j 600 RCP Qa� cl o FDRILL�3 HOLES IN LAE TO r r H � r„ r `� ,\� y 1 1 METAL PT PLAN -TYPE II 750 RCP I ALLOW INSERTION OF 1 ' r Ly �!J #13 BARS AT \ o 300 mm LONG #13 BARS •-- I�� #13 BARS r Ir., I I r ,r -- ----- 300 0.C. BOTH WAYS BO YS, SLIDE GATE AT 300 0.C. - -1 1 I ��- - TH WA """111 r-. r riff I I I MOUNTING DETAIL CENTER IN WALL v 600 RCP 900 I� 600 RCP C �-450 I 1200 lsoo B 750 SECTION C-C SECTION D-D I 6CAN00 AL mmGATE ISOMETRIC-TYPE III SECTION E-E C� #13 DIAGONAL BARS O oM I I I SLIDE GATE AROUND OPENING, 11 II E - MOUNT PLATE DOUBLE L38 x 38 x 5 600 LONG, EACH FAC 600 RCP 5 25 ® 300 (SEE DETAIL ON �- THIS SHEET) INSTALL TOP OF ANGLE FLANGE - FLUSH WITH TOP OF CONCRETE 1 I DIMENSIONS AND OUANTITIES E� G F G GRATING WALLS. ATTACH TO CONCRETE 750 RCP (SEE NOTES AT EACH END WITH (2)12.7 x 1 7 `DD" CONC. REINF• A ON THIS SHEET) 1 Ni 100 EPDXY ANCHORS. B C H L IN EQUAL STEEL / A ) �GATE \ (m3) (kg) F 300 1 I I\ L I .0TYPE II 600 900 600 2850 2400 1.2 74.4 1 FLOW 1 #13 BARS I �� �7 I TYPE III 900 1200 900 3150 3300 2. 1 165.5 I AT 300 0.C. m I BOTH WAYS, NOTE: EACH FACE I QUANTITIES ARE FOR ESTIMATING PURPOSES ONLY. voi ) 1 750 x 600 1 "L I I 1 FABRICATED STEEL I J_-T SELF-CONTAINED 1 SLIDE GATE, 1200 GALVANIZED PER CONCRETE WALL GRATING ASTM A-123 SECTION G-G E J (SEE NOTES ON THIS SHEETJ uSECTION F-F ALL DIMENSIONS ARE MILLIMETERS ON THIS SHEET) + (mm) UNLESS OTHERWISE NOTED. o GRATING NOTES: REINFORCING NOTES: - o j 150 1, HD GALVANIZED RECTANGULAR STEEL BAR GRATING WITH 38 mm x 5 mm t. INSTALL #13 BARS ® 300 mm 1 150 a'T , BEARING BARS SPACED 30 mm 0.C. AND WELDED 6 mm SQUARE TWISTED CENTERS EACH WAY IN ALL AREAS CROSS BARS SPACED 100 mm O.C.. UNLESS NOTED OTHERWISE. 50 = L 2. FASTEN GRATING TO CONCRETE WITH GALVANIZED U-SHAPED CLIP FASTENERS 2. HORIZONTAL WALL BARS ARE 65 �o�3 COVERING TWO BEARING BARS EITHER SIDE OF ANCHOR AND BOLTED TO CONTINUOUS AROUND CORNERS FLOW DIVISION BOX DETAILS C� 10 mm DIA. EPDXY ANCHORS SPACED AT 900 mm MAX. CENTERS. A MINIMUM OF 600 mm. --� PLAN -TYPE III 3. EXTEND GRATING TO OUTSIDE WALLS AND STOP SHORT OF GATES SO AS 3. VERTICAL WALL BARS ARE STOP GROOVE DETAIL NO SCALE NOT TO INTERFERE WITH THE OPERATION OF THE GATES. MAXIMUM TERMINATED AT THE BOTTOM DISTANCE BETWEEN GRATE AND GATE STRUCTURE IS 100 mm. WITH A 150 mm HOOK. STATE PROJECT NUMBER I SHEET NO, DETAIL MONTANA MT-STPU-CM 1201021 18 `..'—� // wo � Z2 F Q ti Q: ti ° I 9 5 ALL GUARDS TO HAVE (I ) CROSS BAR, TYP. ALL INTERSECTIONS 1500 AND LARGER TO HAVE (2) BARS PERMANENT EROSION — EOUALLY SPACED CONTROL GEOTEXTILE ROUND ELEVATION VIEW a PIPE SIZE H _ I 300 64 "'--' 375 76 a MIN. T FOR 1 450-600 102 z Q STREAM BANK EROSION BLANKET I 675-900 127 U I 1050-1350 153 CLASS I RIPRAP = 0. 4 m 1 O 1500-I800 178 CLASS 2 RIPRAP = 0. S m I 1950-2250 203 I CLASS 3 RIPRAP = 0. 9 m a HOLE DIA. o A _ PIPE SIZE REQUIRED BOLT DIA. BAR SIZE Coo as ui 7 300-600 19.0 15.9 15.9 z¢ HINGED CONNECTIONS 675-1200 22.2 19.0 19.0 o F a 1350-2250 28.6 25.4 25.4 N w PLAN VIEW BOLT LENGTH = PIPE WALL THICKNESS + 64 0 ~ ASTM A-36 STEEL BAR PRIME & FINISH PAINT WITH S ILVER ZINC-BASED PAINT I t, I H I ELEVATION VIEW FRONTVIEW I TRASH GUARD FOR FLARED END SECTION I I I I _ B PLAN VIEW OUTLET RIPRAP APRON DIMENSIONS(m) "PERMANENT EROSION o STATION PIPE SIZE/TYPE RIPRAP APRON CONTROL GEOTEXTILE REMARKS v A B C T (m3) (mz) �Q¢ 8+51. 20 DIV BOX 2. 74 3. 65 2. 73 0. 4 I 3. 5 17 DIV BOX TYPE IIIRT OUTLET RIPRAP APR aoo3 TRASH GUARD N ru c� aN^ 2 NO SCALE ALL DIMENSIONS ARE UILLIMETERS "'�m PERMANENT EROSION CONTROL GEOTEXTILE - HIGH SURVIVABILITY CL. C (mm) UNLESS OTHERWISE NOTED. STATE PROJECT NUMBER I SHEET NO DETAIL I MONTANA MT-STPU-CM 1201(12) 19 �4 Q O4 E aQ � STANDARD CONCRETE DEPRESS TOP OF SLOTTED DRAIN CROSS BAR SPACER, CURB - MODIFIED 240 13 mm BELOW THE GUTTER GRADE GUTTER SURFACE p C 600 mm RCP I #13 REBAR #13 x 457 REBAR 40 40 � TYPICAL GUTTER GRADE #13 REBAR, EXTEND , 44_5 GROUT CONNECTION REBAR TO INLET DRILL HOLE, APPLY GALVANIZED ,�,_ PAINT AND INSERT REBAR 1 44.5 1 152.4 BETWEEN CSP AND 600 mm � GRATE (TYP. I BOND BREAKER FULL DEPTH WHEN ACCESS HOLE WATERTIGHT m • • e ' ADJACENT TO CONCRETE PAVEMENT 6 25 3.2 LENGTH OF SLOTTED DRAIN 6 25 0 II a 240 610 1014 I BACK OF CURB D + 76.2[ ' •, \ q,8 III •-I�4.8 �� '1 . 152.4 DEEP GRATE SLOT D + 152.4 1 B�� _-_,_•_-_.___ MINIMUM EXCAVATION 76.2f MIN. Z (TYP. I I B I 1 300 x 300 CSP TEE CLASS "F" CONCRETE p + 152.4 1 SECTION B-B �i< 4.8 GRATE SLOT DETAIL Z Z 2 PIECE ELBOW 32 w z o WITH THE JOINT 1 NOTES: o lE 0 152.4 (TYP. 1 WELDED WATERTIGHT:7 300 CSP °buSG STORM DRAIN LATERAL SECTION A-A PAINT ALL WELDS AND OTHER Z j^ I NON-GALVANIZED PARTS, EXCEPT LL o REBAR IN ACCORDANCE WITH a a 131.8 STD. SPEC. SECTION 710. a PLAN o� E USE A G.B OR 13.6 KILOGRAM CROSS BAR SPACER 40 —#13 BARS AT ROOFING FELT MATERIAL, OR 610 O.C. OTHER PRODUCT AS APPROVED _L BY THE ENGINEER, FOR A BOND II II I II II 11 11 It BREAKER. SQUARE CONCRETE PLUG OR METAL CAP IN ADDITION TO THE CONTRACTION JOINT AS APPROVED BY THE ENGINEER REQUIREMENTS IN DETAIL DWG. NO. 609-05, SECTION D-D INSTALL 25 mm MINIMUM DEPTH CONTRACTION I I TYP CROSS BAR SPACER TOP BACK JOINTS AT THESE LOCATIONS OR PROVIDE 152.4 0.C. (TYP. ) ►I I OF CURB #13 BARS AT 610 O.C. A BOND BREAKER FULL DEPTH OF THE CURB A AND-GUTTER 40 152.4— A 610 GUTTER SECTION C-C 920 240 FLOW LINE GRATE SLOT WELDING DETAIL STANDARD I80 kg I FRAME AND LID D + 152.4ao _ — _ _ _._- _ _ _ 11.25 ,• s600 RCP ACCESS HOLE(TYP. ) I I MEASURED AND PAID e • � � e . FOR AS CURB INLET 152.4 (TYP. ) A N ••'• �0gB" ` 300 x 300 CSP TEE v • . / 300 CSP e STORM DRAIN LATERAL CONNECT ELBOW TO SLOTTED DRAIN WITH MODIFIED HUGGER BAND AND SEAM SOLVENT OR APPROVED EQUAL DIRECTION OF INTAKE FLOW _ 76.2 152.4 x 152.4 x FOR FL. ELEV. MW1B.7I WIRE MESH SEE CROSS SECTION ELEVATION SECTION E-E C A N O � b ' O � SLOTTED DRAIN DETAILS �N 1 ALL DIMENSIONS ARE MILLIMETERS NO SCALE (mm) UNLESS OTHERWISE NOTED. STATE PROJECT NUMBER SHEET NO DETAIL MONTANA MT-STPU-CM 1201021 20 1200 mm x 50 mm THICK POLYSTYRENE RIGID BOARD INSULATION 150 mm ABOVE WATER MAIN WHERE COVER IS LESS THAN 2.0 m a° 6.0m MN 11.5 m MIN. COVER WITH INSULATION) )SINGLE LENGTH OF PIPE, NO JOINTS) i DUCTILE IRON PIPE 45• DUCTILE IRON BENDS. o° MJ WITH 19 mm TIE RODS EXISTING GROUND SIZE TO MATCH EXIST. Q 2 3.0 m MIN. IN EVERY OTHER AVAILABLE _ F¢ BOLT HOLE. - i- SUBGRADE : BITUMINOUS GR. BARS WITH SI I) O.D. a o BITUMINOUS COATING r TRENCH WIDTH = O.D. OF PIPE + 915 • � o " L--.I / , •1 0 1200 mm x 50 mm THICK POLYSTYRENE / v f / ° _I I RIGID BOARD INSULATION STD. TRENCH BACKFILL _L, COVERm" ABOVE WATER MAIN WHERE II TRENCH LESS THAN 2.0 m _ PLUG m MIN. COVER WITH INSULATION) MATERIAL MIN. COMPACTED BEDDING MATERIALI PVC PIPECONCRETE THRUST BLOCK CONCRETE COOR EISTA REGA EvBEARING AREA PER TABLESPECIFICATION 701.01.2)DUCTILE IRON PIPE= +�-p-, -Ta- NEW STORM DRAIN RCP PIPE 1.2m WIDE x5.4 m LONG CR. BASE CRSE GRADE 5A x 50 mm THICK POLYSTYRENE a _III RIGID BOARD INSULATION '� I I BOTTOM 150 mm BELOW WATER MAIN ,• 15d ,' •' ! OF TRENCH MIN. 0.3 m BOTH ENDS U OF PIPE SECTION BEAR -I III 1200 ON BEDDING MATERIAL Z w -I I I • . • • • > o Ya WATER MAIN OVER STORM DRAIN • : • BEDDING o SIDE VIEW _03 -III . e 0,� • STD. TRENCH SUBGRADE w LL o ) • ' ' ' ' _ BACKF ILL v _ • • r III TRENCH TRENCH rriwv NEW STORM DRAIN RCP PIPE -III ' . •° WALL -� WALL 0 I.2 m WIDE x 5.4 m LONG /^ !=I ° ' • ' I_ - PLUG x 50 mm THICK POLYSTYRENE DUCTILE IRON PIPE RIGID BOARD INSULATION SIZE TO MATCH EXIST. -III r' ° I I LIMIT 150 mm ABOVE WATER MAIN I=IV. - P LUG MIT I m _ _ _ _ 90 900 MIN. � 11 111 0 z � 100 e ' M31 GR.60 BARS 19 mm CRUSHED WASHED GRAVEL MAY BE USED W/ BITUMINOUS COATING AS CUSHION LAYER WITH ENGINEERS APPROVAL. 45' DUCTILE IRON BENDS. WATER MAIN AND SANITARY SEWER �y l MJ WITH 19 mm TIE RODS BEDDING DETAIL BOTTOM OF TRENCH CONCRETE THRUST BLOCK IN EVERY OTHER AVAILABLE 1. INSTALL TRENCH PLUGS 100 m ON CENTER - SEE SPECIAL PROVISIONS. BEARING AREA PER TABLE 3.0 m MIN. BOLT HOLE. 2. COMPACT SIDE FILL IN 155 mm LAYERS TO DENSITY SPECIFIED FOR PLUG LIMIT 6.0 m MIN. ADJACENT EMBANKMENT. SEE SECTION 203.03.3 OF THE STANDARD SECTION VIEW (SINGLE LENGTH OF PIPE. NO JOIN SII SPECIFICATIONS FOR THE DENSITY REQUIREMENTS. NOTE: CONSTRUCT AT 100 m ON CENTER ON WATER MAIN UNDER STORM DRAIN STORM DRAIN TRUNK LINES AND ON WATER MAINS. SEE SPECIAL PROVISIONS. NOTE: NOTE: TRENCH PLUG DETAIL ROMAC "DUCTILE LUGS" OR APPROVED EQUAL MAY BE USED TO FACILITATE ENCASE NEW DIPIPE WITH 2-PLY TIE ROD INSTALLATION. MEGALUG OR UNI-FLANGE JOINT RESTRAINTS MAY POLYETHYLENE PIPE WRAPPING BE SUBSTITUTED FOR TIE RODS. PER AWWA C105. DIMENSIONS FOR THRUST BLOCKING = FITTING TEES & PLUGS 90' BEND 45• BEND & WYES REDUCERS & CURB INLET SIZES 22 1/2' BEND e a mm A B A B A B A B ±1080 TRANSITION GUTTER PAN C Op G, I APPROX. 6 : 1 TO MATCH 100 0.5 m 0.4 m 0.5 m 0.5 m 0.5 m 0.3 m 0.5 m 0.2 m FRONT OF INLET 1 150 0.6 m 0.6 m 0.7 m 0.7 m 0.6 m 0.5 m 0.5 m 0.3 m 200 0.8 m 0.8 m 1.0 m 0.9 m 0.7 m 0.6 m 0.5 m 0.5 m p ALL DIMENSIONS IN mm c 1 250 1.0 m 1.0 m 1.2 m 1.2 m 0.9 m 0.8 m 0.7 m 0.6 m 0 0 * UNLESS OTHERWISE NOTED N B10 o 300 1.2 m 1.2 m 1.4 m 1.4 m 1. I m 1.0 m 0.8 m 0.7 m 4 ' V. 350 1.6 m 1.2 m 2.0 m 1.5 on 1.4 m 1.0 m 1.0 In 0.7 m WATER MAIN ADJUSTMFNIT on NOTE: BEDDING DETAIL 1/1 Q'oaa kPc MAIN o- AND 9800 kg/mB 5-1 THIS TABLE IS ASODL BEARW ON � PRESSURE PRESSURE BACK OF CONCRETE CURB & GUTTER TRENCH PLUG DETAi_ v3 CONC. CURB TRANSITION z u� WATER MAIN ADJUSTMENT DETAILS CONCRETE CURB TRANSITION NOT TO SCALE NO SCALE STATE PROJECT NUMBER I SHEET NO I DETAIL MONTANA MT-STPU-CM 1201021 21 wi m o' Y D NEENAH R-3246-A DITCH FLOWLINE ELEV. crZ 370 a� WITH TYPE R SEE CROSS-SECTIONS DIAGONAL REVERSIBLE mo INLET CASTING GRATE OR EQUAL Lo NEENAH R-3238 Q uoI o 16 mm DIA. SMOOTH ROD OR EQUAL ITHREAD EACH END) a i CURB FLOWLINE a CUT OFF CURB HOOD AS NECESSARY FOR ADJUSTMENT x > 0 • a I u�i > , COMBINATION E MANHOLE AND CURB o -STORM DRAIN 762 mm DI OPENING INLET ROOF SLAB > ° LATERAL E i > p co E o ` 1200 mm 'TYPE 3 MH E e ° - 0.75% MIN. OR. o Q I > M Q s O c E E SEDIMENT CATCH N 750 R.C.P. CLASS 2 w -, BASIN WALL "B" IAASHTO J m rO. 5% MIN. I p • • > M 170M) ¢z i FLOWLINE e > • ^ Fes' 370 Uv Ls ELEVATIONI • Z I�"'jaw z _ ww O• mo z r I SEDIMENT CATCH > +kME STANDARD UNLESS OTHERWISE 152.4 x 152.4 x MW18.71 WIRE MESH --- �01� >G Q - N BASIN -°� NOTED ON PLANS CURB FLOWLINE z o STORM DRAIN I FLOOR SLAB > COMBINATION MANHOLE E; LATERAL ALL CONCRETE IS CLASS 'DD" NOTE: I AND CURB INLET ROOF SLAB J > > s e s a r ♦ r r OR APPROVED EQUAL STANDARD UNLESS OTHERWISE z :I : Iso FIELD INLET I NOTED ON THE PLANS. �a COMBINATION MANHOLF AND CURB INLET SPECIAL DESIGN MANHOLE DETAIL i m � MANHOLE RING & COVER Ir of F w Z Y V z—1 } w F Zl a NEENAH R 3246 A ww A CONCRETE • -. 370 mo WITH TYPE R Uol u wo�'I DIAGONAL REVERSIBLE I ADJUSTING RINGS GRATE OR EQUAL I SEAL ALL JOINTS > r TYPE 3 MANHOLE CURB FLOWLINE I o - 16 mm DIA. ROOF SLAB A -=- I SMOOTH ROD I 1 � m 458 CONCRETE PIPE (THREAD EACH END) I IEXTENSION WITH FLAT TOP NOTE: USE ECCENTRIC TOP PRECAST TEE MANHOLE WHERE ADEQUATE HEIGHT IS AVAILABLE. ^ ° 915 I I I° SECTION WITH 1.200 m RISER -----------I o m MANHOLE STEPS #13 BARS AT I 150 ITYP. ) ' 150 (TYP. ) 305 0.C. MAX. SPACED EQUALLY > ir o FL OWL INE ' ° 1 PRECAST TEE SECTION ELEVATION WITH 1,200 m RISER 'L O I >' 300 mm I N 300 mm RCP IRR RCP IRR ry I . ° I I MANHOLE OFFSET a 1 FLOW CALLOUT FROM ' + ROADWAY CENTERLINE a' .a a a -- > s > + ! 152.4 x 152.4 x inyA SECTION A-A MW18.71 WIRE MESH g NOTE: 1200 mm X 1500 mm TEE MANHOLE DETAIL �y ALL CONCRETE CL. "DD' STORM DRAIN ti m,°• OR APPROVED EQUAL �on3 MISC. DETAILS CURB INLET NO SCALE ALL DIMENSIONS IN mm L 1 UNLESS OTHERWISE NOTED STATE PROJECT NUMBER SHEET N0. STORM DRAIN DETAIL MONTANA MT STPU CM 1201(121 <^Z ADJUST WATER MAIN 4, p+80 4+13 CV Iy 3 yti 11( I i U 1 1 t 1 ~~ 1 11 I�1� �€L=F$ L� - SA - - - -I 1' - y� �Tr { P,ti2- F6 PWk- —F9 ?k @�S-TMM--,�-, 4EL U*u_Tfilt= /------—-- -F_ ------ Lp N 0- 37' SW + STM - STM -STr ISTM - yr - - - - - - - - PWR I� - _ 1 - - - (�s PWR_ -1 FAR -_p W� A W Tr- W - - - - - W - IN - - - - - W - - -- - W -®- - - - W W - - - - ---- - - - - - -PLC W -- N�1 cl �/ � 40 r"` �€tRS TEL z - - - - __====1= ___ - - -`8 ------ GAS zZj --------------- -- -a37Sc7 ---------- N STM - STM STMD -STM `; �- T o - STM S - S1 Q n Z o,G w LL v WEST LATERAL ? Ld oa- MIDDLE CREEK DITCH ` a s EL ca- SEE DETAIL a a O o _ ; m ~ E E E E 1 } n M In H'- V H— ¢r ._ t�W O"W ~ n~ m1- Irizx vizx mE In JX 9!�x u� --E -- E — E —ZE InZE -E o f o f E E O J O J O O O m O m O O +Lac) +—O +N NLLM NLL1� N— I.IUM M1 UI'l M— 1497 1497 RIM :1495.83 1496 I 1496 RIM'=1494.39 1495 _ FINISHED GRADE 1495 Ex1srING GRADE 1494 1494 1493 -1.3s7i I493 1492 1492 1491 i 1491 E r. E_: 1490 tNP 1490 IN U '� N O1 1489 v 450 mm x 100.0 m RCP IRR. CL. 3 u /4' 6 NN+�l N-- �q lnOK °nQ 3 1488 h o,� N^1 =P P ch 1488 Gl.do I 1487 °?2 mi i 1487 �____ STATE PROJECT NUMBER I SHEET NO. STORM DRAIN DETAIL MONTANA MT-STPU-CM 1201(12) 23 Ln I r` 00 i D z-A� - I (9- N � - SAN - - - SAN - - - - o < � 0 AN - - - - -STM - --- - STAB-A - - -STM - - - - „' c 0 - - - - - STM - - TM - - - _ _ __ _ _ _ - -'F ` 5_ �y —.GAS A3--rF - Ai - U7 � (`iA �-Fs--=TE-- ----- -- --------— r9f,y``, ���_{�- ���u��� -------� Et==_- GA$ '__ -------- ���---- - �r--------k-- -----��' 8--�— —'s,cra-_:---_ - - r I `z o SOUTH 1 9TH AVE. o _ a "" =T'—=—___________________ __=- -- --_ =_=_ ___:_.__=_°-- �l 0° 37 :68 Yrk:____- ------..:_.__= == - ---- N -0° 30' 1 7" W �I Q J ------------------------------------------- _ r zi - -- TEL - - - TE -W ---TEL- TEl - -_- - EL - F--� TEL -_-_-_- - TEL - - - - - TEL - - - - -1TEL - - TEL iEL - - T --- - __ _ —— —_-=_ ——ccc= =-C7o W = = - = cx '"=_ LrI-=o--= ----------- - ------ --- - ------------ ----— — "- -- - - - --------- - --y- - - - - -- rn. __ w a-=-W- ,- w ------_-_-------------- -°--- - - -- - �� Al,--- ----- - -- - ,. - — GAS - - GAS -_ - GAS r--� -_ _/ t i - ------STM ------ --STM----------M--- L'� --, I E -------------------- - - - - - - - - - STM - - - - - STM- - - - -STM - - - - ��STaI WEST LATERAL z o - STM - - - - STM p 0 0 0 - - - STM - - ;a MIDDLE CREEK DITCH SEE DETAIL way « Z v w U U O I U U O E E K E Z ( E E � F o w ,� o W w F o IL J N R J m M I N F- Vl -H F W X W X W X a,\X J J J o9E E oZE E oZE E o E Om oo Om 00 om 00 om -ft O -O -¢O -0 v i 0 P O W�0 +O,O +N +D O +N +Do +N +O O ID- tiUM Imo- ti V M A E..� 1494 1494 149-3 RIM = 1492.51 1493 1492 RIM =t491.06 1492 O a oa EXISTING GRADE W Ai 1491 FINISHED GRADE 1491 •�•3S7i 1490 450 mm x 130.0 m RCP IRR. CL. 3 RIM =1489. 17 1490 1489 1489 450 mm x 100.0 m RCP IRR. CL. 3 1488 — 1488 Er. 450 mm x 130.0 m RCP IRR. CL. 3 1487 " 1486 O V P P O 0 0 01 V N 0 o v O1 m om� mm v e n v 450 mm x 60.0 m RCP IRR. CL. 3 mm^ ^ ^ 2 �'2 �Vf2W O STATE PROJECT NUMBER SHEET NO. W STORM DRAIN DETAILrr MONTANA iMT STPU CM 1201(12) Qq 00 u I•I J m - - •-. T (n;� 0 qQ O II r I W O I YI J z�- o° a i x'` ii i III R� CD I yr j� �I • L I Y I \ Q j re Y�--.-- S —FBFT l--- - �F - - - - - - - - - F - - - Fes- - 9F a =s 3,�N �.sa,l--� ---SAN —_` --�-----�-==-_=��±_�=-� -------------- ----- _- -- ------ ------- - - -------- - —,.- --- - ----------- --------- ------- --- ------ --------------- - SA — � m S.cm"—'—T� � �A'ro=---- --- 5/1iV=— — — — SAN — — — — —3 - - ---------- fI f f -1 - --- -- - -- - - - - - - - --- - - - - - - - - _ II I ------------ SOUTH 19TH AVE. — — SAN — —r- _----- —r—— —SANS=—_-, I ------------_ - -- ---------- --------------<---------------------------- - T54 - I - _11----------a______________________________________________________ ______________ ________ -- ---------- -- ---- ------- Ia�-^= �Ir•- ;-�- IJR--- - -- - --—= - W--—_--w= _ -_w _-_ - - -_ -;;W== �___==°==w _-_w_------- r_ 17Et 1 ...e kl- - - ------------------ --------------� -----------------w I-J=�- -- - -w-- - - -- _w - - - -Li --' ... o - - ----- r i --- �- NQ _s `' sr -�// I I I r ----------------- -------------------------------------- wEST LaiERAL ' / FO - --- I L-----� 0 0 o MIDDLE CREEK DITCH ��' I ;%/ - FO -- - - - - - / - FO - —�2 at SEE DETAIL PO — — — — — FO — — — TO C3 -- --FO —➢ FO — — FO ]— — — — FO — — — — wLL� a a I h;�I i TEL - - - - - TEL - - - - S C p.•K r I I li I ~ ¢ W C�1 E Z n / ;ir I ar '6 E n = E E E n o I /II► VO Z cr OO W J V .O W W Q Or } —� � II U H F .O W X OY U X pY .J \ Z• ll W X _ Q X X O W X z E E E 4_ s IN �=E E N �z E o� In E O E 00 p I I I 0 m E O O �EEEF mmE mo +0000 +moo +o _v ++L O 4 00 01 N TWO + OOOOJ OHO ON O�II1 mt,M co N1 m— .—-'i�' M � 1 OY tJ K1 OI— �..� 1490 z ItZ ; - - 1490 a - RIM =1488. z z 88.JO J:3E o 1489 W= Ez 1489 • H r -! M U W .n Ln w EXISTING GRADE +gyp +-G 1488 { 1488 zW 1487 FINISHED GRADE a=o - a 1487 �scu-m _ +z 0< _RIM =1486,J2 1486 - 1486 E - 0 1485 to N 1485 + oa m 0 RIM =14,84.31 a z v q� z - Em 1484 Em E e �• 1484 rrrn�m topv o - - vv a' - a 14 8 J tu 0 450 mm x 150.0 m RCP IRR. CL. 3 /•44q/ 1483 x oM m ocm N N _ a N 1482 �- N z o aN�c--v v • - mm 450 mm x 140.0 RCP IRR. CC. 3 �� r � m 14 N Z bin�b Z r _OV E� ,n(aC Li co co CO 30^ P.Pu c NNr aNQo a 3 148 1 7` 'r a 3 vv3 v �m� 2 CO� vv3 �" 1481 - .� ANC th2'c;`nw v'�� `xW zv,aw o 1480 w STATE I PROJECT NUMBER I SHEET NO. w STORM DRAIN DETAIL MONTANA IMT STPU CM 1201(12) 25 ADJUST WATER MAIN N M Ln 12+23 O - Z w a u ati il� � �� 'I ,y•� 111. ♦I � 1 ------o---------- , --�E>-T{�- ——F4-T{-�-- � .Tl z _—f$T£ -- F4-T£E —-�f8 T£h —--WT�E ——F9-FE�-F- - - -rfl T-E+ F - - - --- _ ___-corcc_=c=ncrr_c_¢ac===-=_=v=cacrrcrnv - - - - - SAN - -� - - SAN - - - - - SAN — — — — — SAN — — — — — SAN — — — — SAPL= — — SAN — — — — — SAN — — — — — SAN — — — — — SAN - --------- ------ - -------- - - - -' =--r 1 - AN _ n - - __ _____________ __-_� > -_ ____ ____ 0 �1 I SOUTH 19TfI AVE. zo I ----- ----- _° _____________________________________ _3 '= ==�7°= +k=°===________ =________- ---- - -----=-- ----====_r=== ri-=-==____ = I, W �__ W,_%_ 1N _ =y �j_=_ ��-5--°='-li -= -==er= =n=c=_-------_----_--------=r O� -- - _ _ —�- ---------_-- t..a_ a - -- -----------—---— ---- - --r----'R--— W----w--—--- W -i - - - 18- -- - - 4 ,� 3� -----------------------------"--------------------- - - ' ----------- - _ In _ h rtu- _ P Pse F K I � OnZo W U0 5 0 �I FO - FU - - - - - ZQ Z W % Tm ' -- - - -- W - .ry w a a r/i w w N U I I nl ` E V Oi =E E i II i7�l) I' Tn ,5�. as E m E H M y.- In11 / J Q 2/ F Ny z w o w{t97 a xr, \ J STA. 14+51 '6+ N< xx� °'Wx I �� " �a rV NEt °'�" a BEGIN CM-STPU 1201 (9 ) N o E �z 'z I , I oac wx In O < Z E InE EE- In un E I I m%00 a E E m f- mo 0 O y00m E 0O it Q_/yV1 -000 1 -N NO0 N I I NwUZ r1�0 nlN -,D nn N U- n -1 -ZIrQ -Ural A 1 1484 1484 R/u 1482.79 148J RIM = 1482.51 148J EXISTING GRADE 1482 1482 FINISHED GRADE 1481 - 1481 RIM = 1480.27 450 mmx95.0 m �, 1480 RCP IRR. CL. 3 wM 1480 450 mm A 20.0 In c a a 1479 RCP IRR. CL. 3 a �. 444i 1479 +__ . E�' o 1478 1478 +N- N 450 mm .r 155-D m RCP IRR. CL. 3 1477 1=N 1477 0)LA 1476 ova arm 1476 mom i c�¢4 �?? ��� �A� 450 mm:x 91.0 m RCP IRR. CL. 3 L woa 3 111 W 1475 v1 2 3 n^ n 7 In In STATE I PROJECT NUMBER SHEET NO. STORA - - DRAIN DETAIL MONTANA MT-STPU-CM 1201(12) 26 w i cr i I I Lu F- > V) N PI =16+67.52 a� I II w I i A =2' 20' 17" (LT) R =1, 000 m � T =.2 0. 41 m LL F- I O "' ti L -40. 81 m E =0.21 m co + 1----� a o ta, \ 3 I it I LD CL F�=W _ _ _ _ _ _ F - / — - -FaT{t — — — — OG0 T{E — � R \ -` C — pp — — -- PWR WR —SEC R -1=_-T_EL.1Q-E --.P� 9P �ELs =ir 7FC �^�.��W GA3 _ —CAS—_ — — —GA$ — = —� - - SAN — — — —I— SAN — — — — - SAN — — -- — — SAN � 5 — — — — — SAN — — — — — S N — —— — — SAN — — — — — SAN — — — — — SAN— — — - - SAN --- - - SAN - - — — S =a �1� I I I SOUTH 19TH AVE. a o _ _ _-_ -- -- - 5 N 0' 30' 1 7" W iN 16 32 0 E N 48 17 W - °°==-° _ "-__'=--- ----_----- ---- -- cr w \ w e - w �wg.==—w = - w --- ----- -- -- - ---- -- z P � l w — w - - - - - w - - - - - w - - w - - - -'-- w zQ - o —�\ - - - 7F O003 ® Z to ' l ( I 'T x U _ m I I c"l m Z�^ - W — — — — — W — — — — to > r P I=15+67. 33 I I a =t' A =2' 02' 18" (RT) I I i v F- E r f- T =17. 779 m I STA. 17+87 o ¢z , E sz L =35.58 m i PwRI I I END CM-STPU 1201 (9 ) Q - O t0' N O �- tl/�- r.W O-W N N7 E =0. 16 m o� dzx vex - r- ao Z E m r- E ti Z E '-a O -U vfD c0 vtl W +¢� .J o +W 1 1 °D 4 n OD ua'i !D m o 0D W o OD tan, A �..� 1479 1479 1478 1478 1477 1477 1476 1476 1475 1475 1474 Ft = 1473.32 1474 Ft 1472.88 1473 1473 a 1472 1472 N N M O a 1Q� I tv U 1500 an 0%0 N x 31.0 m 1500 mm N 2 - �. RCP R. W e RCP AR W �- 1470 ?\ W�y� CL. 2 �pw STATE PROJECT NUMBER I SHEET NO ~ ADJUST WATER MAIN STOR,IVJ DRAIN DETAIE MONTANA MT-STPU-CM 1201(12) 27 w ® — CV ®LLJ 19+95 N CV N I I F- 20+88 ZADJUST SEWER SERVICE LINE I Ld Q I I O 20+19 RT IF- <a w G -A�— as I w I=I u N - �. I i --- - ___ IL 1 1 f 1 -- ----------- — —J / f - - - - av - - - - - w - - - - - w 1 - - - - w - - �- - w - - - - - w - - - - - w r—tI wl� fi cal -- w w — SAN — � � ` SOUTH 19TH AVE. is a - -- - ___ - > ----- -- - - - - -- ------- ------ - - ---- ------- - --- -------=_-__--_ -- ---_- --- - --_- --_______ =__ - - --- - -- _- - -_--- _- - ---- --- _- - 2 _ •a----=--------------------------- - - -_= -----_ ----------------_---- ----------------_-_-- - -_-_ G U �_ �c=-=.=0=1==.pc===c=❑acc_=_==__—_-_—__g_=r J`i _ ='=s'==-== 0• " T _'.� =� — — -- — -- - - -_- - •_ L= _--- - N 4s' z w 1 - -- _ - 1- EL TEL ^ TEL TEI 1 L '-- — TEL As��-' -- - ..L — TEL - irTEL _' L t�EL - N `! I FARMERS CANAL COMP l! STM —�—^ SfiM ----- —STM---_-----_-----_--=SUM---- —Sdk1------ Tdk------ - ---- - = dt-- -� STMI—e—. -- EBd --- -- --'sTTAk �eLih- - --AN -534k-- - _ _ _ __ ,-_--- r__"1 r__ t _ t- -- -- 7\ — — — — — TEL--- - - TEl ----- -- ------ --1--i -r--.----- ---tn rv-a-�..z� � �--. � --------------- T4=-'EC QD ui¢ N I N z o I H IF IRE • ri 11.1 ul m STATION a as J NO. 2 Z z �-( x cZ �y o F- J C z III w CL a i F- a- u`n"' w Ir w I Ea a �¢U' J J I E- 0 :E z E E I a E m z J co J K Z 3 `< lr fr ��X J U x z U K U I Z Z w U m- Ih- l0 tiw �Un' mHN W U I I MF NF ~XO mF N ~w �O �= X 6WX 00 a tiwtn Nw V1 O ~ OWX U'0 J -EI- J J E ? E J Ew I I im zN Ec) ? E J ma N E m E Ina o E> m ¢ m a In w o E oa mo mrri anm :ou o �, I Ism mm m a Z mm mU +w +fo +¢o +w +of > +¢w +¢w +oz +a o +w _MVV ma moo 0D0 oa o-w z o�m o�ln oNo -oo -a -V) U- M NUM NV) NV)K I I NU0 NU0 N-U NUrI Nln `A 1473 FINISHED GRADE 147 3 1472 EXISTING GRADE 1472 147 1 FL = 1470.44 147 1 1470 FL =1469.37 1470 FL z1469.00 1469 1469 > I 1468.22 FLZ 1468 RcP305 mm FL = 1467.49 1468 4 � v EU- 1 m 1500 mm x 136.0 m RCP IRR. CL. 2 -7 '" u a : Q b:N - /466 r�, _ ��,13 A. i 1466 c E m v Gv 1465 } 1465 1500 mm x 80.0 m RCP IRR. CL. 2Lu O1 J N In ro t 528.0 m 01%006 min m ° � zanw =v to x 3 3 a :x RCP IRR. v 1500 mm x 97.0 m v v W`a rl W e II CL. 2 W:0 RCP IRR. CL 2 W _ 2 Wp3 Lu WSW wT �22 `y°x2 STATE I PROJECT NUMBER I SHEET NO, ADJUST WATER MAIN STORM DRAIN DETAIL IMONTANA I MT-STPU-CM 1201(12) a N23+07 N N a x ® F- a° w a w o /Y o a i N a N 2 > + _ V O J N O F- - - - - - _ O n , �.� s ._ -J--1 i.j_.y Lam___=r----------------i_ J- =���4k.-. _ -��.�--Q�JZ� _--------J- -------_-------- _________ - ._ ._____-__ -?_ -_ _-___ -- -- ... _ _ -__ _---_____-__ __ ____--- - - w� - - w - - - -- IN - -- w r `- 1 w - - - — w - - - - - w - - - - - w w SOUTH 19TH AVE;a tiQ ---- --- --- ---- - --------- - ------ _-- --- -- -_- - ---- -- ------ ----- - _ _ s TEL —— — = TEL — — TELTEl TELL I FARMERS CANAL COMPAN w TEL sfM------------ ------ -fS/ - T1 -- -- -- T*t — STM --------=—STM -- k' -- -----� -- --- ------ -='T SrM — _ — S 1� ---- ---- -------- tiT V to Z¢ o O-0 M J I N m EL liwL®S � J Q co ZJ' r Z I m a �i I z v > W O r- J y I w a V) a Z F a U a: w Ea w _ a r F E J J Ea E xa cc F- J c w ~ r wa I I f a® �0 �a �� � r0 ¢ tna ma Ma ¢a t0cr 0 3 0. tOcr Z I i!]� lONw OZ J N oUw ~O �N O mZ OZ MZ OZw mFN �`W U tDF tiF, i- O vF m N rip -- C6 O- ~F, m2O WX 0 � WN -W V) x WN WX �~ O X O ~ ~ O O m I I m O lDJ- O O to - LoZ N W -W V) NJV' m ~ -J N J- N J- -E� -? -J - t- ,W - E N W Q J I`-i MZ -EI-- E J Ew zN zN EU Vi E Jc� m Ew .m z zN to .Eu O E Oa m E> m ¢ I I m ¢ M w F- m E maw 01 to > to 0; 0+ ¢ o ¢ -ow mm mU m O mm Om -OZ v cm vUZ m. mv0 O. -mw -m N� NOZ +¢O +W +Q + W V1 L+ W +OZ +J W + O +WZ +In +Nld +Zn +m w +a'W +JW +,(1Z N O Na N-W N7Ln D lT!Mm VI n'1N0 n'Iw V1 1n=O Mao 1�1 MtoW v c�W v 7N c W N cto0 NUM N V) Nm/r NUS Z NUS N-U NWT NUM NCL N1� N-a- Nf- NU S NUO Nw� NNU i 1 i 1 � i 1468 /468 FINISHED GRADE 1467 EXISTING GRADE FL : 1466.22 I 1467 FL -1465.9x 1466 FL - 1465.59 1466 RIM c 1464.80 1465 1465. 14 FL 381 mm RCP 1464.7 1465 FL 15 mm PVC 1464 1464 1463 1500 mm x./M 0 m RCP IRR. CL. 2 E° 1463 M 1462 1500 mm x 23.0 m +- - o ^ RCP IRR. CL_. 2 a a 1462 .; w 1500 mm x 35.0 in 0 5 RCP IRR. CL. 2 1461 14/ C O P A 1 w i Q In tri ri d v l500 mm x 73.5 m RCP IRR. CC. 2 3B� mNv,pc',,.oa It`Q 10 xV x°1vto g22; y,x2 22= cW 24 STATE PROJECT NUMBER I SHEET NO. IRRIGATION DETAIL I MONTANA MT STPU CM 1201(12) 29 cv 9-- n I ti� 11 I• Y� l�` ©4 11 1, �L- SIJP STM - - �wR- F6 PYNi- - -�P'Y4R I r^,rnF&- - uffu '- - - - _ - - �EL �-TL - F -___=—-- o _ �----- rb - ------ ---9 --- ------ I- - - I -- I ag I I 2 < ____----•- -___ — PWR C�] - I - w - -_PWR - - - - -�R�R - P14R �l� - - S - �1=-iflL�-�- -_-_-_TEL - - - W CSc`4 / a -_ W - W 4V - -- W - -- - W -� - - - 'N - W - - - - - - ---_- - - -- - - _ _=====a_=acr_eec=: - --- GAS zQ -_ ______=__=_-------------� - - _ ----------- Y F - STM - STM p- STMD -STM - STM 1 I, �Zo a - - s, 00o of .I of J aLL� _ Ld I ' -i _ o F— J . a o = w O c� 0 a a� m F? H D Pl HW Ero �lw f-E a..<_. . vw¢ �+ >- ¢E a Q < - , v } 0 O Y m O U v1 � -f-O N 1+1 E M Ifl a0 F N E w N u,V) Omw -Z7 oo m+ 0 a N Z c — Nli in M V F v UQ A 1498 1498 1497 1497 1496 RIM = 1495.51 1496 1495 FINISHED GRADE EXISTING GRADE 1495 1 750 mm r 55.0 m -2 936y =1494 RCP IRR. CL. 3 RIM 1494. 17 1494 � N Q 1493 'I•jlb 1493 -1.363r. m 750 mm x 90.0 m RCP IRR. CL. 3 3 o v L ri 0.499% I 1492 - o N 920 mm • 570 mm x 42.0 m o RCPA IRR. 1 CL. 3 ^l W qj 1491 o m n a toto 1490 M-; W Qr PP WEST LATERAL ,4 a, c,a 1n _cl. kn 3 1489 « MIDDLE CREEK DITCH h at z Q 2�x =Inz ww ZV SCALE = 1 : 500 u.b �z2 c_ STATE PROJECT NUMBER SHEET NO, IRRIGATION DETAIL IMONTANA MT-STPU-CM 1201(12) JO ! I N D N'•_tfy e�- O z i� > I 0 _ q r 1 0 v, I11 I N ® SAN _ , w rn �x - - ry a I m I ` - SAN - - - - AN ryt u SFTA - - --- STM - - - - - STh- � - STM - V O PP �7 ------_- L` �� - 9 -----GA--FB ------ -- - GAS - i{ AS y _ �+ - - ttr [lam �EtNSA4 f F F _ -.-^_} «SAPL �-SAAi — �-SA4- ' --- _____________________--___-----_________._.__»_-__�J ____lf____.-__ _ _ - SAN-- - - --SAN------ - - SAN----- - S,4N- SATT"--r-'= SA - �'"'_' -'S =- °= 1'S�R�I� _ - - -- - - SAN- - - --3 ------------------------------- ------ -- - 1 Q -_ - .# ---- ------ --- ----- --------- --------------------- - - ---_- o - ------------- --_ ---- I -_=== - _ _ _ � N 0 37' �38' VCR°______________°===°===_°_:___=_=°___=_------- N 0° 30' 17" W .- N I -----�=====�i====='=--o==-;___ __ ____=_===__-__-___________--_--_------_-_�-- EL — — —TEL —_—_=—— TEL ——— — —TEL — — — _ — TEl'— — — — — TEL -- TEL — — — —— TEIJ ----- ------------- -- - -_�=_ W '-^L=-------------_ _=- -=-_. ...csa.:=q==_=_=�_c_=x�=====2=--=>JJ-�—==:rl.. 0_I ,...� - �1=___._�_-_-°_____-- _____-_-_--_____-==____---_--_-- = __ ------------------- -------------- -----__ kJEL Ili --- ---- -------_— =—=_--w=—_�- Z ----------------------------------- r---- �.. y �LI--- ---------------- --- �� - STM -STM -STM - STM-��c\ �''� _ ��pp� - z z STM `ji - `u">9-5TM S - Y z o M - - - - -11 y v+ I .y�• /I/ FO - - - - - FO 00o t ,aw al // - - - - - FO - - - -¢ TEL - - - - - - - a< Z I w fill Z J I I r / Z - TEIE- O H �1['] q'r7 H z I Ir M M M LIif�I _H Q E U ,7 M - X Lu I Jr Iy1J1 v' I It IIONX l0LL' mz E J _2gy m>X> o Ox oro oE~ 6 `u i E E iI ENEB 'D " b � o +CD �O 9w E + Eo ? O Z f u 0 W +O+L'O 0� +M_joU O J mmoo mtn mw mzmLno0 L I- I490.75 1491 P 1491 1490 1489.09 0 �0 /490 z z 1486.78 Y �Y 1489 W= E_ �r 1-, 1489 o a -c.ia Tow ,+"tltw �O +-O 1488 a: 1488 1487 ' �88Z '* 1487 0.902/. 750 mm xi 7.0 m 750 mm x 82.0 m 1486 750 mm x I19.0 m RCP IRR. CL. 3 RCP IRR. CL. 3 RCP IRR. CL. 3 _ os p N r, W N O J E m Ln In��' N e� WEST LATERAL 10 N �a V� ^^ + N MIDDLE CREEK DITC to Q s .� �.m z + 110 Ota �P P P P V Qi o — to c%1 N a _ to W r 03 z v SCALE - 1 : 500 ... v+m y-2 2 T'2 2 T: 2' ♦u�t- 2 STATE PROJECT NUMBER SHEET NO DETAIL MONTANA MT-STPU-CM 120102] 31 Lc) Lo K ti h 5t82.00 a 4f26. l0 5140.00 ti 2. 10 RT =____- --- 4 3 0 45m I t TAPE'- ---------- -- -----_-�� a ti --------------------- -------- ---'-------'---- _ -- 5t82.00 alL.43 +40.00 1.65 LT 2. 10 LT 2.55 RT 0.45m R z of Co ti o z t 6+38.23 7t35.00 6+93.00 2. IO RT R = Zi -- - _-_ 1.65 RT 1 TAPE--_=_ _--__ _---' cccnacav=========co=vc===�=;�� 7t35.001.65 LT 2. 10 LT U 2.55 RT 0.45m R Z vi Z Z Y H O O O �I �J� Z� �F v N w (� O 0 7 V O 8+30.59 9f77. 12 9f92.75 9f63.00 2. 10 RT 9t21.00 2 55 LT l.65 RT 0.90m TAPER 0.95m R I 1.65 RT 10' 9t77.03 37.45 RT 40.Om `A l ' -- N IOf 12.00 IOf84.00 Z 1.65 RTI 10. . 10 RT 1Of42.00 } 2.55 LT t 0 4 m R -_°'- ----- -- - --- ----------------- - --- 0:j-TAPE 11t22.00 /2+05.75 -- ----- ----- - ------------- ------------ 1Ot80:00 1.65 LT 2. 10 LT 2.55 RT 0.45m R I`M V 3+ 4. 1309 0 14t03.40 13+67.00 - Z. 10 L----- 25 LT 5 t 14t46.00 12151.55 0.45 m R 14 f 12.40 0. /3f25.00 2.55 LT \ 0. 5m R 1.65 RT Ip: l TAPER_-_-= �� --- ---------- - -------- -1. --- ------- �4 , ER t3+86.40 13f97.40 /4t l2.40 46.001.05 m R ! 2• 5 L r 0.45 m R n. 13t 3. 43 n 6.6 j 7.65 m R a b r 4 Z-A.- MEDIAN LAYOUT DETAIL NOTE: SCALE = 1 : 500 \ ALL DIMENSIONS TO BACK OF CURB tiro STATE PROJECT NUMBER SHEET NO, DETAIL IMONTANA MT-STPU-CM 1201(121 32 i C� a� OQ 2 a� i~ 00 (7) 0 I9+62.60 497.50 BEGIN oN o 181-34.60 2. f0 L CURB TRANS. 1O 0.45 m R of 175 mm l9t 6. 0 19f63.60 1 f7 LAYDOWN 20$14.60 17t83.60 17f92.00 2.55 IT m 2.25 LT 2.25 IT 18f39.SO 18+76. 14 55 LT [. LT 18f LT /9+23.00 CURB a _ �____ 2. l0 RT 0.45 R 1.6 R TAP_ER_ 19tB1. 0 t16. 10 END CURB TRANS. ....✓ a; ti TAPER == =-�---�� 8: 1 "-- /, ___________+ ------__?-' 18t50.34 ` _ - I �__-----_- 0+14.b 0 -JAPER ti o /8+0/.00 2. l0 LT 19f 5.0 ! +66.0Q B`a a 17+86.00 1. L 2. 10 LT 0.45m R � " 2. !0 RT J.65 RT 0.45m R '' 2 I9+ 1. 0.45m R 18+01.00 1.05 m R 0.45 m R2.55 RT 2.55 RT /9+62.03 6.63 R 7.65 mR z Z z Z Z a Y O0 E; N N I N N = N N LL o 20199.21 22+50.50 231 16.81 23+89.00 wQ 22+08.50 2.55 LT_ _ _ 2. /0 LT 23t47.00 2.55 LT _ __ 2. 10LT _ _ aiw 0 1.65 a 1 T PER-- _= = -_ _-'' _ = ac='� 0 1.6 RT IO: _TAPER ----- -=-=- --- =-� a - ----_--__=_ =`' -----0 --- -_---'-- 22+08.50 1.65 LT 2. 10 LT 23t47.00 1.65 LT 2. 10 LT 2.55 RT 0.45m R 2.55 RT 0.45m R `A l� z _z J CO 7 U 600 mmDIAN 75 mm CL "D" CONCRETE CURB & GUTTER a 160 mm NORMAL `CATCH" T.5 m TRANS. BASE OF CURB CURB & GUTTER ROTATE CURB SLOPE 2'/. LT. BASE OF CURB i ° n FLAT GUTTER PAN ELEV. = SLOPE 2z RT. / FINISHED GRADE GUTTER PAN ---- D. GUTTER PAN __ - -- ____------ 1 4 _ 4%RT=--_ ---- --- ___-------_ 2% SLOPE - 195 mm CR. AGG. CRSE - - - - MEDIAN CAP STANDARD CURB SHAPE BACK OF CURB MEDIAN CURB & GUTTER DETAIL MEDIAN CURB & GUTTER TRANSITION j NO SCALE NO SCALE MEDIAN LAYOUT DETAIL b MEDIAN CURB & nb �, Z�- GUTTER DETAIL ao�2 aN�' MEDIAN CURB & 11, GUTTER TRANSITION I ALLLEDIMENSIONS TO BACK OF CURB SCALE = 1 = 500 STATE I PRWECT NUMBER I SHEET NO 4+15.59 4+18.37 MONTANA MT-STPU-CM 1201(12) 33 --27.00 LT 27:0 1 LT AWAW-Z� 4+18.38 I 24. /5 L T Z� 4+18.38 27.08 7.0 3 8LT a 1 22.63 LT 15.81n R 1494.016 ct iQ /ii _ ', �� 21.88LT �0 46.23 LT �� ��` ' Sri Z0.25 LT �AF�� 4f24.9/ 3+74.06 ii 4+17.87 ` `` 's --- 025. 15 J8.68 LT ii 18.92 LT ,�� 1493.956 1 �'� 18.25 LT 27.4m R i i 1493.946 \�% 4% ( 1494.013 3+94.23 i i 4+18.56 `� 4+25. 15 a I 3t82.23 2 .6 L 8 T 18.50 18.50 LT r , `1493.93 /\ 1I �\16.50 LT �• 6+1 9.03 q 25 53 L 6.59m R 1493.684 23.00 L T 22 3+ 1493.879 -15.21 LT 6+16.55 6 19.0523.00 LT18.67 3 855 ___12.Om R3+89.33 l493. 6 11.55 +34.27 6+37.956+/6.99 8.78 L 16.87 L 18.78 L T20.58 2000T R 3+8•1.34 y ------- 7.5m R 18.65 LT 15.21 LT �� ii / 4+26.48 1 .I' 3f81.49 .: -` / 6+13.59 II 11 6+35.91 Ya 13.68 LT �/ � 4f25.04 13.68 LT 15.21 LT C+l � 18.22LT �� 15.21 LT ------- Z o --- - _ 12.61 cT - - - - - ------ --- - � r493.eo1 - ---------------------- --------3f88.60 4+25.96 .3015.45 LT 3+81.87 SCALE = 1 100 1493.785 LT 6+14.28 6134.41ui 636822T a 13.68 LT 12. 17 LT 12. 2 o 12.42 LT 0 x --------- -----------•----------- �`--- --^---^---- .:-------------------------- •--------- -------- ---------•------------------------------------- A 4+26.32 4,127.49 6f15.75 6+J5.49 62. 184 13.34 RT 16. 19 RT 12. 17 RT 13.38 RT ------ 12. 17 RT +81.53 -- -- - ----- ---- ---- ---- - -- -------- -------------•------ ---------------- 16. 16 RT 6+31.73 r' 18.28 RT 15.80 RT 6+13.60 _ _____ _ _ ---------------------•--- - \ 16. 19 RT 7 �., 15.32 RT -------------------------- .� - 6f36.63 �25. ----------- ----------- ------------------ - - - - - -- 14.9/ RT ------------------- i 2.21 3+82.2 1 �'. 4+18. I I �17.72 RT 618.176 RT 6♦ /4,26 i i 18.80 RT 6+34.70 +38.38 19.8 1 RT i 19.44 RT 4+20.67 7.5m R 17.72 RT ;; 1 16.87 RT 18.78 RT 3+9/.80 21. 18 RT 6+l8.87 ;; 6+30.88 7 5m R 3+78.62 3+88.43 ' " 18.78 RT 3 1.08 ,, 23.5/ RT 4+16.27 15.32 RT 24.25 RT 4t28.27 6f 19.66 i i 6+30.88 15.2m R 25.89 RT 25.82 7 3+91.09 " 23.01 RT 32.00 RT ,, 22.39 RT 12.Oln R i i 3+60.06 4116.30 4136.75 1�4/.74 RT 3+96.426.6m R 37.50 RT '- 30.88 RT 358.68 RT 27.4m R o z : IJTN ! 9TH AVE & REMINGTON WAY INTERSECTION/ADA RAMP DETAILS hT 3 2 SOUTH 1 9TH AVE & KAGY BLVD. SCALE = 1 : 250 STATE PROJECT NUMBER I SHEET NO. " I MONTANA MT-STPU-CM 1201(12) 34 8+1 I.67 ; 69.42 LT „ Z-� w o B+09.36 i i 22+07.93 , 43.99 LT W o 12t07.65 1 f+92.72 41.05 LT r z a " 42.98 LTiil 12+12.86 r; 121105.71 „ 32.67 LT 15.Om R 34.98 LT Ii : 0.9m R 0 7+94.43 8+07.42 ', - 12+21. 16 47.09 LT 39.59 LT % : I I+83.37 ;' ' :�-`, '' rP 15.Om R „ ' , ' „ 33.00 LT 1;28 LT ', n " " 12+02.94 •: /5.Om R , „ r r 8414.38 f6.69 L,% 12+32.28 • �e'%� 36.94 LT 11+96.36 0.3m R," 22.2s L T 0.9m R 18.78 L :i 16./0 L I' I I.Om R 7+82.42 �, ,' i .' ¢ 26.2a L 8+02.00 ;; ;% " �' 8t20.61 11+94.72 ;; %' �� " f2+26- 24 x a " " 16.48 L ''12+12.52 " i 1 ti I5.Om R 16.69 L 1 ; " 33.52 LT ,; ,'' " t c� 71-95.41 0.3m R ,i ,� ii ii 18.OS LT ', :: ,i2127.67 0.3m R 18.78 L i� �, n „ f' :: 12+12. 15 �', .25 LT n r r 8+22. 17 11,188.09 ' ' �'� ii :: 223286LT / \ '.'� 1�====___=====Jf 033m9RLT `� 7+93.77 J f 16.70 LT 15.21 LT-- / ---------------------------- �� 17-82 1 ------ 16.48 L ILOm R -------------- 12+00.86 -- _ ---------------------------- 7+90.46 ;'/ �6 r6999 �� ; /7.82LT NI8.05 LT J; ,:' 03m R �� ; /3.09LT ------------------------------------------------- __________________________________________________ ____= 0.3m R l2t00.9512+10.85 a 7+87. l� ,; � ' 8+27.98 12.63 LT l3.83 LT 15.21 LT '� 'r ' -- 11+88.441 1+88.97 26.77 / 8t13.65`� �'♦ 15.2! LT LT ' 13.68 LT 12.36 LT 0.6m R 1.8m R72 / 13.09 LT ------------------------------ z�_ , 0.3mR -------------------------------- 13. 9LT ¢� ----------- o - --------- ----•------------•--- -------------------------- ¢ =- ------------- - --- --•------ m ------------- 7+99.92 --•------ ---- •----- --------------- - ,, w ------------•--- ----•------------- �� 7+88.02 13.09 LT +12.35 B+26.84 @1127.47 _________________________------------------------ 7+87.49 12.36 LT +00.00 0.3m R 13.83 LT 12.39 LT 13.68 LT ---- --- ----� 13.68 LT 12.63 LT -------------------------------•---------•-------- 1.8m R T 0.6m R 12+13.84 12+35.66 12436.35 12+44.43 14.48 RT 14.42 R 12.63 RT P.67 RT ------------ -------- ----- ----------•------ --------- 12+26.53 0 6m R --------- ----------- ----------------- - --- ---- -- -- -- - -------------------- „------- - ----------••--------------------- ---------- .83 R .'------------------------------- -------------------- - _ ---------"-----------•-----------•----•--- 12+I2.02 13 T� r � 12+46. 19 8t23. 16 --- 14.72 RT-- 1' '• "" I4.72 RT A 8+21.64 ---------------------- - ---------------- 8+10.81 13.83 RT 8+43.49 _ -- -__-- ----------------- l4.42 R B+35.40 8+49.56 -_----_-----_-__-_ `�' l4}42 R� 1r '--_-'---^ ' ' 1 14.48 R 1.8m R 14.67 RT ----- -- / --•-- 0.3m R 12.63 R 15.97 RT -__-_-_- - 0.6m R 17. RT ;0.3m R ii 12+24.80 /2+46. 19 -- _ 8+34.72 -- - 8+13.27 ---^----- -- - 2 12f12.7 n 18.02 RT, �' 17.72 RT IL '-- 14.42 RT lB.79 RT 0.3m R „ , 0.3m R -------------- r " 12+ 4.91 8+21.51 - -----__21 18.21 RT / i 12+I6.30 „ , /8.02 RT y -------------- , '', T2+06.OB 18.21 RT „ ii 19. 14 R7 8+05.08 // - / 22 28 RT ' u .' 12+41.42 - - 20.24 RT / p_ 3m R n nc_aaoc====-==j/ /' / ii ii %f� 18.00 RT / I ''8+11.75 " � / / I l.Om R is ° 12+40.94 82 RT;; 8 332.66 ,''' ;' 1 r , / / B+46.28 " " ; 18.78 RT 12+17. 17 26.28 RT 18.02 RT 16.58 RT r' ;. /2+33.58 ♦ / 15.Om R 1 0.3m R / / 8t42.67 l8L,2,j 02 RT 8+03.05 a+08. 1 20.58 RT ` •- --•• ;; 22.28 RT 22.40 RT I ( .� " / / 8+4 1.86 12+24.63 i /2+44.63 n 11.Om R +l0.30 I- //// l8.91 RT 32.32 RT 42.03 RT I 0.9m R " 24.56 RT I I ; „ f, / +40.49 : ; 34. 53 RT 15.Om R 18.00 RT L52. r' 26.28 RT „ r, 8+14.41 I I ii q // / 15.Om R 12429.89 n 45.91 R7 40.70 RT '1 45.94 RT I i: �/ ,\8 ,, 8+21J4O V41.47 0 45/976Rr i I ':069m7RRT I 8?95 8.4RT �5.Om RT „ 12+28.57 55.59 RT ui r, '..... ... ... I _r INTERSECTION/ADA RAIAP 0co�4 SOUTH 1 9TH AVE & I_ INCOLN ST. i J 45. J45RT SOUTH 19TH AVE & GARFIELD ST. DETAILS lq� 8+27.66 SCALE = 1 : 250 ♦.. 5/.54 RT 8+25.29 "� a „ 59.62 RT STATE PROJECT NUMBER I SHEET NO MONTANA MT-STPU-CM 1201(12l 35 Z� �9 K Q of i a 0 a 18+68.77 ?4 79.56 LT 20f76.77 20f78.46 4 18+55.77 20+9/.40 18.8 1 L . 18+55.78 18f70.45 22.28 L II4.28 L T 1 2�2.� �.T18.77 LT 2067.46 207 .31 1854.31 17. 12 LT . 2+92 94 l8.80 L 181-71.98 22.28 LT 22.28 LT 24.28 18f57.47 2 .24 IT . . . 2 21f00.7 4 0/ 19.56 LT 18+76.27 20+76.7? 22.28 LT 8 1 20.l8.7 LT 25 LT18f50 57E LT 69.07 / Om R z m R 16.68 J-r\. 7.5m R 20+90 0 20f92.96 of 2075. 9 qF 278 LT 1912 LT l8154.31 2 Zo l8f5 _ 18+75.08 . � + 9g 17.54 LT 17. 20+66.42 19.94 LT 1 LT 0f o /4.34 LT I8f57. l4.34 LT l2.8 281 T ----- ------------- 91.41 -----------------I6.70 LT LT _ ------ 20.21 LT ¢LLB ------------------- 18+70.45 ------------------- \Nj------,------- --------------- // ----------------------- a 18+5 1.6 I 18f 5 1.95 18f74.67 �c� o 12.8 1 LT 11.54 LT 12.8 1 LT x ~ I8f 74.33 11.54 LT ------------- _ ---- ----------------------------------------•--- ------------------------------ ------"--- _ l8f70.55 A 17.09 18f57.42 181,69. 18 r 167.78 R 16,70 ------------------ � ` � 1 ` ---- ---------------- 11 02, 00 8+7 - 20f 67 202�.+9222 902I..f 2R9992T2 22 +50. !3 2.8 RT 20f66.45 20f78.37 95 .0 12.81 22/.+.02880l.8RR9TT12.81 RT 12.81 RT 9 20f75.48 .85 RT / ;♦f • 19. 14 RT 20f90. 12 23RT �18+76.38 20.04 RT18150. 19 18.78 RT .69 L18fj 20i9142 28 . . 7.5m R 20. 14 RT RT 7.5m R 0 31 RT 07 .9618f54.4 l855.98 2275.4 2f629!759 RT /7. 18 RT r 69 27 RT 0 !7 RT22.28 RT 20 18f54.4 / Om R 76 9 20f78.67 _ 18.66 RT 18.66 RT 20. 14 RT 22.26 RT 3/ 0 1 RT 20189.85 � 3"�0 99 RT r SOUTH 19TH AVE & DICKERSON ST. SOUTH 19TH AVE & KOCH ST, INTERSECTION/ADA RAMP DETAILS .imeu < � SCALE = 1 : 250 r 'w2 N� �-W STATE PROJECT NUMBER I SHEET NO. MONTANA MT-STPU-CM 1201(12) 36 ti of i~ O Q 2 0 Q O � Q 2 U O 23+10.96 23f 10.95 17. 13 L f8.72 LT 22+96.27 23+09.23 P3+12,42 18.79 LT 19.80 LT 18.72 LT z 22+94.8 1 22+96.26 17. 7I. 11 23f 12.43 22f9T.96F 17,55 LTs 0 7LT ! .80LT0s 18. 8 23 +16.74 ----------- 18.7E LT 3+25.00 2 7.5m R 2+94.8 1 23+09.53 ' TRANS. TO 31135.00 v 17.59 LT ' 16.72 LT 23+1T.04 1.5 m FULL HEIGHT ��----- '� 12.81 LT -- 7 mm �0 �� 12.81 LT / . .• -------------- --- ----- N - ------ -- 0 -- ----------LL------- C 16.80LT � � - ------------------- --- _ CURB r T - ---- ------------- -------------------u-----1--------- - --- ----- ------- --------- -- -- ------------- -- - - - ------ - -- ��os E �n 3+32.60 N F -------------------- ------- -- 23+I1.36 -------------- --------------------------- -------------------\-'' 17. 15 -------------- - - --- 22+98. /0 / 23}17.44 I 3+02.60 N 22+90.60 16.67 RT i / _ _ ---^-----------------------'-^ - - - --- ----------- 2+95. /9 -- ---------- - ---------------------r - 12.81 RT � 23+09.92 � // 23+12.81 1 _ 45� -I - 17.52 16.74 .. ii f-k, RT I-L- i - -- -- - - .-- ----------- 22+90.90 23+f7. 14 ______ 22f9B.40 - ---- - ----------------- 18.78 RT 1B.78 RT 0 2+95.00 ----- 7.5m R 19.25 RT 7.5m R -3,05.00 22f95. 19 2+96.65 V3i 12.8Z 18.64 RT 17.09 RT 16.67 RT 2f96.66 23+09.64 3+11.37 18.64 RT 19.25 RT 18.67 RT SIDEWALK TERMINAL DETAIL o w o `z INTERSECTION/ADA RAMP �� SOUTH 19TH AVE & OLIVE ST, DETAILS � 00 3 SIDEWALK TERMINAL �... tiNm2 DETAIL �`�� SCALE = 1 : 250 STATE PROJECT NUMBER I SHEET NO I DETAIL IMONTANA MT-STPU-CM 1201(12) 37 __ C4 <Q xo O �o Q N W7 t V I\� H C O � O LEREMOVE 59.0 inMEDIAN CURB u z ------- - N 19TH AVE. ZE'�•�- _ _. oz. 1 wLLo 0 a� 0 x REMOVE 112.0 m MEDIAN CURB H Z_ Q `A l ' Z-� 0 i� c„ r MEDIAN CURB REMOVAL 1 9TH & MAIN Tb ". 2 SCALE = 1 : 500 �;: STATE PROJECT NUMBER SHEET NO- WTIDETECTOR - REMOVED BY OTHERS RESET FIRE HYDRANT STORM DRAIN WATER MONTANA MT-STPU-CM 1201(12) 38 3+62 3 m LT 3+70.4 RT ADJUST VALVE BOX ADJUST MANHOLE 4+82 5 m RT 4+21.8 18.5 RT 3+97.0 6.6 RT N (� V 3+9B.4 18. 1 RT 4+12.9 6.4 RT CURB RAMPS MONUMENT BOX , .......... Z-fir INCL. TRUNCATED DOMES , i x 4+04.91 LT I ' 4+05. 13 RT 3+90.53 16.98 m LT 1 x Q 4+19. 16 17.08 m LT a`¢ 4+23.05 13.66 m L T < oR 3+84.89 17.24 m RT z Q 3+89.67 20.64 m RT n ti 4+19.49 1-7.67 m RT i 4+24.28 1 4.28 m RT _-_-_- -_ -__------ N Q 2 silo v VF VI ---3-.O3-3 CAL-C�C. u - - -S / z - - - - -- ---------------------- ---- am STM TM -STM -STM - -- z z M LE CREEK DITCH COMPANI`- II 0 w o f-- oE; ¢ 0 oil i W-IA W z ^ Delineated Area = 223 m' ; o ¢ Impacted Area = 89 m' m w UTILITY CROSSINGS J J a Y o 3+09 51 mm NAT GAS LINE DEPTH UNKNOWN E 3 3+71 UG TELEPHONE LINE DEPTH UNKNOWN a a Co- E 3+82 UG POWER LINE 13 LINES) DEPTH UNKNOWN z z z ~ 4+1 3 203 mm WATER LINE 3.41 m DEEP ti a: STA. 1 +73. 12 4+17 UG FIBER OPTIC LINE DEPTH UNKNOWN BEGIN MT-STPU-CM ZOI 2 4+25 UG POWER LINE DEPTH UNKNOWN ��' xEL Ev) EW EW E?W STA. 349+03. 8 (ENG. ) LnE¢ CE �E ,a E¢oO o OOW o� o-o_S- 243 (3 +-V) Ute W V l0 ID V Vn: V l0 lr V m m m AI + 1 8. 12 TO 1 +73. 1 2 o KAGY BLVD. LT. O, /500 CONN.' TO PTW 4+06.60 NEW CONC. CURB & GUTTER LT:- 21.34 m e-e 1500 a N 1 INCL. 1 - 12,0 m R AND I - 27.4 m R f EXTENSION u7 1 --- 1499 NEW 1.53 m CONC. SIDEWALK LT. 1 499 o) o m o � P _O -4 J 1498 N w 1498 I.433Y. 40m VC 1497 1497 N 1496 D6 1496 60m. VG 1.4§T� 1 1495 1495 > 1,173. 12 TO 41-50 m cc)� SUBEXCAVATION AND-GEOTEXTILE 0 Q 1494 (SEE CROSS SECTIONS) N �Wx o 1494 new WwZ o) c)�L� 1493 o IT b a 1493 N N N w o cj 3d NEW CONC. CURB & GUTTER RT. 0. INCL. 1 - 15.2 m AND I - 36.6 m R i EXTENSION NEW 1 53 m CONC SIDEWALK RT. e . .�• N N K-AGY BLVD. RT. Ln 'o o b 410.7.06 r. um In I 6 ro ^1Di WATER CURB RAMPS SANITARY SEWER STATE PROJECT NUMBER SHEET NO. CURB OPENINGS LEFT ADJUST VALVE BOX INCL. TRUNCATED DOMES SIDEWALK DRAIN ADJUST MANHOLE MONTANA MT-STPU-CM 1201(121 39 7+66 8.4 m 5+17.7 18.2 RT 6+16.89 13.51 m LT .7+310.0 °;t-r 6+24.9 10.0 LT 5+19.7 6.5 RT 6+17.55 13.51 m RT 7+63.7 RT 7+36.6 10.0 LT 6+28. 1 19. 1 LT 6+32.62 13.51 m LT 7+80.6 RT 00 MONUMENT BOX 6+33.8 8.8 RT 6+33.05 13.51 m RT � 1` Ln 7+92. 18 14.89 m LT 6+25.34 RT In DO NOT o u DISTURB v N To Lo If Ill�c,�.--- -�--- --- --------- -� -1----- ---------------------------------- -- ---------------- - i�-�� `<`AC�--- •� enas - - r \ - -- - -- - --- _- -- - ram- zt tj ------------------ ---__ �l 0° 37' 3811 _ _ -- - - DV .______O ________:___===c=c=gin N , N .__--8=�'________________ N,---- -_ eenn= ,.f=====___________________=____ =a_ccoa z_ -------- --- - ---------- ------ --------- - STM STMSTM - I - if Ix 11 �a -- ----- --.�- it II _ o ;} 0 1' z Delineated Area = 168 m' DO NOT DISTURB TREES as2 UTILITY CROSSINGS . _ Impacted Area = 168 m' DO NOT DISTURB PARKING a a o 5+25 NAT GAS LINE DEPTH UNKNOWN o�v 6+18 OH POWER LINES (2 LINES) B. 10 m CLR oo z a¢ 6+28 203 mm WATER LINE 3.65 m DEEP J J J a_ z o J J J a F O o a a n- J�v, H mwo Ids J a a d a � +w I- J VJ 1�=U U VI U U U N E w U Q IW d- Eza Ea E> E> Ea M E� ax In In o In o In ti o O IDOd w N V W N-m N1�� NNw IO I� mow + :2 In +-In +mw +Nw +ION +mw +ww v ID U ID J IDv it IDv(r ID 1�7 - 7f66 A Ln m PRNATE APP. !T. ul � N NEW 1.53 m CONC. SIDEWALK LT. NEW 1.53 m CONC. SIDEWALK LT. NEW CONC. CURB & GUTTER LT. INCL I - 7.5 m R AND 1 - 15.8 In R + EXTENSION REA418GTON WAY LT. NEW CONC. CURB & GUTTER LT. INCL. I - 7.5 m R. 2 - 15.0 m R ,F EXTENSION 6t24.78 11.28 m B-B 8-11494 1494 4t55 4.49 RT 1493 A -L 1493 6 CLA C. CURB OIAN a NEW CONC. CURB & GUTTER MEDIAN7-�_��; 1492 1492 ti. N 40 1491 1491 D• 4f50 TO 4+60 1490 1490 SUBEXCAVATION AND GEOTEXTILE o w (SEE CROSS SECTIONS) 4+60 TO 8f00 s 'T SUBEXCAVATION o`c \ 1489 (SEE CROSS 9 SECTIONS) 148 r� to 1488 N "' '•451;; 1488 a `� NEW CONC. CURB & GUTTER RT. r�%6; NEW CONC. CURB & GUTTER RT. INCL. I - 12,0 m R, I - 27.4 m R, 1 7.5 m R f EXTENSION REAIINGTON WAY RT INCL. 1 7.5 m R AND I - 11,0 m R f EXTENSION B NEW I;53 m CONC. SIDEWALK RT. -3 5.34 r 1/.1.28 4 B 8 NEW 1.53 m CONC. SIDEWALK RT. c o?� 2 .NEW 2.,13 m CONC. e SIDEWALK RT. SIDEWALK DRAIN REPLACE IRR. LINE STATE I PROJECT NUMBER SHEET NO. SANITARY SEWER SANITARY SEWER 8+00.3 RT 8+31 i ADJUST MANHOLE REMOVE MANHOLE MONTANA MT-STPU-CM 120100 40 8+18.9 13.8 LT 9+80.2 10.4 LT CURB OPENINGS RIGHT INSTALL FIRE HYDRANT Op ;; 8+58.0 10.2 LT 1I+02.0 10.8 LT O7 9+96 12.2 m 8+09.4 RT 9+28.3 13.9 LT WATER CURB RAMPS 10+42.7 14.4 LT 10+50.0 3.8 LT SANITARY SEWER ADJUST VALVE BOX INCL. TRUNCATED DOMES 11+30.9 3.7 LT 2400 mm TYPE 3 MH MONUMENT BOX w o r1 8+16.7 1 I.4 RT 8+23.50 14.B9 m LT a Q 9+80 11.2 LT 8+22.9 9.7 RT B+12.23 16.22 m RT Z'- B+09.91 LT REMOVE FIRE HYDRANT a ri 11+02 11.6 LT 8+22.9 14.8 RT 8+41.87 16.22 m RT 8+12.8 RT o f ;r iti 9+74.2 1 1.7 RT .}o v ;w ,.�• •' . 10+54.7 18.5 RT 10+58.2 12.8 RT � 1 •---ram • `-----�- -----------------`--- ---- -- - -- --- ------- r ------.---__------------------ - -- - --------------- -------- -------------'-----------.------ _---_--_--_---r--.••..-.••-. -----. -------..-.--.-----_------_------__-- -_ ------------------- I 6 ' ���- -------------------- --------------- ----- --------------- --------------------------------------------------------------------._._....� A -�F --------------- I- ---------------- 3' i:: a.fri G / • �- 5 I/ / - 1 L•+-�--- - - - - - - - zz -1 ,1 Y F I 11 F-- . • r/I/// p z o it t i p w ri/// MIDDLE CREEK DITCH COMPANY °a�ZE �� ; // Delineated Area = 132 m, MONTANA DEPARTMENT OF w LL o t� Impacted Area = 22 m' FISH, WILDLIFE & PARKS W-I D a_ (1 „ U r�/ / Delineated 85 m, w 1 z n / f Impacted Area = - m= g Ir 11 n w 1 J UTILITY CROSSINGS o v :' _ ii I EL E 8+01 I OH FO UG LL NEON 4 OIHEPWRPTH LINES,K OH CABLE c� 3 i a E a a J I (L ? o z z z TV LINE 6.89 m CLR vi •11 a a a 8+20 254 mm SAN SEWER LINE 4.48 m DEEP z m x d a_ 8+23 305 mm WATER LINE 3. 15 m DEEP o n 8+30 UG TELEPHONE LINE DEPTH UNKNOWN _ w 4 E w E z w 8+31 152 mm IRRIGATION LINE DEPTH UNKNOWN ti 0 0 r_ E'o 1- E a'o E a 8+39 102 mm NAT GAS LINE DEPTH UNKNOWN E> E> o�� O � - a_- r N m m N tO 8+67 UG FIBER OPTIC LINE DEPTH 1.86 m DEEP + w F n w +-u w mow 9+51 NAT GAS LINE DEPTH UNKNOWN - ABANDONED + w + °w +- n m- m v m m 00 m _ °'`° 10+50 305 mm SANITARY SEWER LINE 3,06 m DEEP F 8403.05 9,196 PRIVATE APP. RT. PRIVATE APP, RT. LINCOLN ST., LT. � 8f/6.29 I NEW I.53 m CONC. SIDEWALK LT, 1 1490 NEW CONC. CURB d GUTTER LT. INCL. I - I1.0 m R, 2 - I5.0 m R f EXTENSION 1490 1489 - 1489 e-2 8f57 1488 4: 1I'LT 1488 1487 6 EAN - 1487 1486 o _ 1486 w W O m °° N R NE RB N f0937• JO NEW CONC. CURB & GUTTER MEDIAN 1485 Ir cy) - - v o q 1485 3 m 8400 TO 9420 �O GRAVEL +'z-P SUBEXCAV AT ION ° 1484 I SEE-CROSS SECTIONS) N - N 9f20 TO IIt50 A 1 & ! 1484 Q SUBfXCAVATION AND GEOTEXTILE a In (SEE CROSS SECTIONS)' a 1483 m 11 Q. NEW CONC. CUR8 & GUTTER RT. - �° G I4 RI O In toLINCOLN sr. RT. INCG_. 2 - 15.0 m R f EXTENSION °°° Lo-�o " 8t!9.05 NEW 1.53 m CONC. SIDEWALK RT. INCL. J - !I 0 m R 'f EX ENSlON - 0° NEW J.0 m ASPHALT PATH RT, It N °a 0 °O WATER STATE I PROJECT NUMBER I SHEET NO. ADJUST VALVE BOX MONTANA MT-STPU-CM 1201(12) 41 12+10.5 13. 1 RT SANITARY SEWER CURB OPENINGS RIGHT 12+23. 1 11.9 RT Ln CV w ADJUST MANHOLE 11r) 13+91 9.6 m V 14+18.4 12.7 RT w 12+09.3 4.4 LT INSTALL FIRE HYDRANT N 12+16.9 11.2 LT CURB RAMPS 12+25.2 LT 0 12+52.5 4.0 LT INCL. TRUNCATED DOMES 13+74.9 3.9 LT 12+43.4 RT 3 13+73.0 RT n, w; 11+93. 13 14.89 m LT 4 12+ . 13 1 .89 m LT 12+15I5.26 16.22 m RT o tL ;' L3 12+42.80 16.22 m RT - REMOVE FIRE HYDRANT a 12+25.2 LT 0 12+32.4 RT i l 0 1 3+73.0 RT � u / II -�--�- -------------------- ------------------------- ------- ------------------------------------------------------------------ ----- : ...----- '''------------------------------ ------------------------------------------------- Rr s a � u, a --------------------- -- --------- ---� --- - -- ----- -=__ --___----- -- ------- -- ----- - ---- z l --------- _ ¢-_�� ---------------- -_____ ----------- --------------- ------------------ ------------ - _:-_________________C---==L==-- ------------__----- --_-_----_ _-____-_ _____- ----_- --- -- � c, -------------------- --�,• '�'_--Le�.:ed - ------\1fS9LE-C&&EK-- ILGj-� 120b A y--------------------,--- --' ,."'�% V ----- -------------- Z1 ------- _ ZQ - K It 0 Z II • O p S I I � '� U II �, Z a¢� ii lit w n z m Q Q 11 0 C7 II - O x a a a i a a as UTILITY CROSSINGS 11+59 UG POWER LINE DEPTH UNKNOWN �� STA. 1 4+51 a� a a I a a 2+09 254 mm SANITARY SEWER LINE 3. 11 m DEEP as BEGIN CM-STPU 1201 (9 )uv n chi u 2+11 UG FIBER OPTIC LINE 1.92 m DEEP Ir W 2+23 203 mm WATER LINE 2.61 m DEEP 0 E a m E¢ m E> - E> - E>12+29 OH POWER LINE 7. 14 m CLR -E E> 0 0 - 0 N O N 0 13+75 102 mm SANITARY SEWER LINE 3.24 m DEEP ° O +-w +I�w +I- +v +O +0Of Nm VI NV1 Vl Nlnw N-w N-w 14+98 102 mm SANITARY SEWER LINE 3.21 m DEEP Ir) Ld -M D -V 7 -VIr -°.(Y -t O Ix -l O l0 Elf A N 13+91 m c� PRIYATE APP. RT. GARFIELD ST. LT. NEW 1.53 m CONC. SIDEWALK LT. 12+14.8 I NEW CONC. CURB & GUTTER LT. INCL. I - I1.0 m R + EXTENSION 1484 a 1484 N N 41 o v 1483 1483 -O; 0 m LANE SEPARATOR 12+6 1 1482 4.06 RT 1482 0 -/•ss3z AS i) GRAVEL ° o NEW CONC. CURB & GUTTER MEDIAN o 1481 148 I _. A f 5 NEW CONC. CUR MEDIAN ' '^ -1 B-10 1480 1, /.563s 15:24 56 1480 11+50 TO 12+20 0 oa ASPHALT SUOEXCAVATION AND GEOTEXTILE ° 1479 (SEE CROSS SECTIONS) k 6. VEL 1479 12+20 TO 14+51 SUBEXCAVATION A c 1478 0 (SEE CROSS SECTIONSl o v 1478 10 '•� s�: o "' �+ ^° GRAVEL .t¢I1:' y' GARFIELD ST. RT. NEW CONC. CURB & GUTTER RT. INCL- 2 - 15.0 m R -/ EXTENSION ;j o.. 3 2+22.60 v P.,�r. �. k J p c o ;i NEW 3.0 m ASPHALT PATH RT. o w^'� oa, Tn STATE PROJECT NUMBER SHEET NO. MONTANA MT-STPU-CM 1201(121 ,2 00 PI r 16+67.52 Z� a° A =2" 20' 1 7" (LT) R =1,000 m 04 L+ E 0. 41 m cn 0.81 mo . 21 m Lo =EZII a- jbi -_-__---=__=__ o u N 0° 30' 1 7" W N 1° 32' 01IN" o - Q V) a _ DO NOT z a n NOT DO NOT DISTURB DISTURB DOST RB cm z a _ SUMP OUTLET DO NOT SHRUBS SIGN & gZs cn cn DISTURB LIGHTS + �+ W 2F PARKING Ln J r w LL o I Delineated Area = 116 m' o Q c N Impacted Area = 1 1 6 m' PI = 15+67. 33 A =2' 02' 18" (RT) R =1 m T =1 7.7. 7 79 9 m I STA. 17+87I _- L =35. 58 m I END CM-STPU 1201 (9 1 E =0. 1 6 m `A NEW 1.53 m CONC. SIDEWALK LT. N NEW CONC. CURB & GUTTER LT. 114CL. I - 7.5 m R t EXTENSION 0 o � 1479 Q 1479 W 1478 -/.30s 0 1478 1477 1 03/ LANE SEPARATOR 1477 40m VC 17#47 TO 16450 1476 SUBEXCAVATION AND GEOTEXTILE 1476 (SEE--CROSS SECTIONS) 1475 B /1 1475 18 RT 87.27 3. " NEW CONC. CORK b GUTTER MEDIAN 1 1474 o N - ASPH 1474 N o 0 1473 14' 3 ni R 0. SILT CIO - A-4(91 It 0�04 1472 1472 2 n NEW CONC. CURB & GUTTER RT, GRAVEL °o INCL. ! 7.5 m R i EXTENSION m ' �o NEW 1.53 m CONC. SIDEWALK RT. NEW MULTIPLE MAILBOX STATE I PROJECT NUMBER SHEET NO 20+77.6 34.3 m LT CURB RAMPS WATER MONTANA MT STPU CM 1201(12) 43 NEW MAILBOX CLUSTER SANITARY SEWER CURB OPENINGS RIGHT ADJUST MANHOLE INCL. TRUNCATED DOMES ADJUST VALVE BOX MONUMENT BOX 19+76.3 13.4 m LT 18+55.39 13.55 m LT 18+55.5 11.6 LT 18+63. 16 LT 19+57 5.4 m CV 21+33-e 13.4 m LT 18+82.5 8.0 LT 18+70.90 13.55 m LT 18+72.8 8.4 LT 18+63.28 RT d) 20+82.5 4,0 RT 18+55.56 13.55 m RT 19+95.3 7.9 LT 20+84. 19 LT 20+84.4 30.7 RT r (� 20+05 15.6 m CV 18+71.01 13.55 m RT N 20+74,9 8.4 LT 20+84- 17 RT REMOVE FIRE HYDRANT CURB OPENINGS LEFT REMOVE MAILBOX 20+71.61 12.09 m LT 20+87.6 12.9 L7 ADJUST CURB BOX 20+75.79 15.01 m LT 20+87.7 5.4 RT I8+73.9 LT W o 19+08 8.2 m 19+97 LT 20+92.40 15. 10 m LT 20+93.2 8.3 LT 20+73.4 LT 19+26 4.0 m 20+14 LT 20+96.81 12.00 m LT ti 18+79.5 13.3 LT 20+77. 1 RT z 19+39.2 13.4 LT 19+48 3.8 m 20+27 LT 20+71.61 12.02 m RT wo 19+57.0 13.0 LT 19+65 6.3 m 20+78 LT 20+75.93 15.04 m RT SIDEWALK DRAIN INSTALL FIRE HYDRANT o N 19+93.8 13.2 LT 19+83 12.2 In 21+22 LT 20+92.61 15.04 m RT 19+93.5 LT <x 19+94.6 13.3 LT 18+73.9 LT Q¢ 20+33.9 13.4 LT 20+OS 7.2 m 21+89 LT 20+96.81 12.O7 m RT 20+10.5 LT ® ; R, ti 20+23 6. 1 m 20+55.0 RT a;Z,' 26+-7Z 5 LT 00 NOT 0 20+68.7 15. 1 LT 21+39 9.2 In 20+73.4 RT ao 21+75. 1 14.5 LT 21+77 9.2 m - DO NOT DISTURB DISTURB SIGN - SIGN \ - - DO NOT DISTURB TREE hu ZI 8-5 --------------- ---- _ N 0° 48' 17" W N STM -----------`- 7- _ -STM ----- --- ------- T�k------------=�'rsTdR----------- to za SI._�. W-2H rj " Delineated Area = 359 m' Y z o DO NOT n DO NOT Impacted Area = 359 m' 0p z o DISTURB W 2G Delineated Area = 106 m' x u u SIGN & o FIRE Impacted Area = 106 m� DISTURB o I' WELL Delineated Area = 192 mz LIGHTS STATION - .y.h Impacted Areo = 192 m' N0. 2 a o Y � UTILITY CROSSINGS _ 0 3 19+96 WATER LINE DEPTH UNKNOWN Q Q E 20+70 STORM DRAIN LINE DEPTH UNKNOWN o 3 E E E a 20+77 OH PWR 4 LINES 7.63 m CLEAR E z 20+82 NAT GAS LINE DEPTH UNKNOWN 20+83 203 mm SANITARY SEWER 1.82 In DEEP Of oa' w> 20+85 OH CABLE TV 6.02 In CLEAR J x� 20+88 203 mm WATER LINE 2.39 m DEEP x� x� E E Ex Ezw E�w Eow v > W > m> ,o ao m-ao +oaf +.nay COW W Q.SOU W 0w W -U D: -�cr NNU O_ A 19f08 19+26 19,148 19f65 19f83 20f05 20f23 21039 211.77 _ n1 PRIVATE APP. LT. PRIVATE APP. LT. PRIVATE APP. LT. PRIVATE APP. LT. PRIVATE APP. LT. PRIVATE APP. LT, & RT. PRIVATE APP.; LT.v PRIVATE APP. LT. PRIVATE APP. LT. r m 19+57 19f90 � o r o N PRIVATE APP. RT. PRIVATE APP. RT. to (D to c NEW 1.53 m CONC. SIDEWALK LT. NEW 1.53 m CONC. SIDEWALK LT. o KOCH ST. LT, 1 �° DICKERSON ST. LT. NEW CONC. CURB & GUTTER LT, INCL. I - 7.5m R. 1 - 11.0 m R f EXTENSION 20f84.26 NEW CONC. CURB & GUTTER LT. INCL. 1 - 7,5 m R, W 18f63. 16 11.28 in B-B 1 - 11.0 m R f EXTENSION 1/.28 m B-B o b 1473 I I L ANE SEPARATOR /473 0 0 40m VC cq 1472 9 CONC_ CURB & GUTTER MEDIAN _ _ 1472 l B-f NEW CONC. CURB & GUTTER MEDIAN IN NI NEW'CONC. CURB & GUTTER MEDIAN 19f70.40 a+ 147 1 - ea3y, 2.o6 Rr ;' 147 / o b N to U)i- �0 •4 B-: 1470 d 6 N CL 1470 B-5 18+50 TO 18f63.22 0, GR 21+09 SUBEXCAVATION AND GEOTEXTILE 30 e A- la(O1 9 1469 1469 (SEE CROSS SECTIONS) 0 .58 LT M .� /8+63.22 TO 22400 AS SUBEXCAVATION scar (SEE CROSS SECT IONS) 1468 oa00 1468 0 0. m rn W ,0 �, 1467 u KOCH ST. RT. °e 1467 O I 20f84,21 0° NEW CONC. CURB & GUTTER RT. w -.NL�9 CONC. CURB & GUTTER 1.0 w 1/.28 m B-B INCL. I - 7.5 m R, I - 11.0 m R f EXTENSION INCL. 1 7.S m R, 1 11.O m R f EXTENSION I 3 I DICKERSON ST. RT. NEW 1,53 m CONC. SIDEWALK RT, c v m NEW 1.53 m CONC. SIDEWALK RT. 2 184-63.28 °o a Fo -� f1.28 m B-8 j O Uq b O 1 r / CURB OPENINGS LEFT ADJUST CURB BOX STATE PROJECT NUMBER SHEET NO. REMOVE FIRE HYDRANT 22+08. 1 13. 1 LT WTIDETECTOR - REMOVED BY OTHERS 22+16 4.9 m 22+30.0 13, 1 LT MONTANA MT-STPU CM 1201(12) 44 23+14,7 LT 22+25 3.5 m M 22+64.7 14.7 LT CURB OPENINGS RIGHT 24+17 7 m LT N 22+62 3.8 m 22+65.0 14.7 LT 23+76 7.8 m N N INSTALL FIRE HYDRANT 23+14,7 LT 23+74 3.3 m N 23+24. 1 13.3 LT REMOVE MAILBOX NEW MAILBOX CLUSTER CURB RAMPS WATER i 2 22+97.0 45.7 m LT ® Z�� INCL. TRUNCATED DOMES ADJUST VALVE FOX 22+ 22+21 LT LT 22+95.83 13.55 m LT 22+95. 1 7,8 T a e 22+58 LT MONUMENT BOX 23+11.36 13.55 m LT 23+07.4 I3.0 T Q 22+90 LT 22+96.27 13.55 m RT 23+07.8 I7.8 T a 23+14 LT 23+03.57 LT 23+11.76 13.55 m RT 23+13.0 7.9 T 23+35 LT 23+03.96 RT + z~ 23+70 LT DIG NOT S URB TREE DO NOT DISTURB HEDGE N o ' 1 DO NOT DISTURBI SIGN F DO kT _ 0 DISTURB LIGHT - It MERS CANAL-COMPAN ter- STMir- B STM I�----- -- - -- a 1M---'--_-----_--_ --- --- 7- - -- - U - -- ------- - ------ ------------ tSU / W-2� _ W 2tc zvi _ - cd< V Delineated Area = 95 m° Delineated Area = 70 m w K F Impacted Area = 95 mi Impacted Area = 70 m cYi 0 Ld =0 p o 0 m wQ ~� STA. 24+ 1 6, 60 a E END M -STPU-CM 1201 ( 12 ) _ E� E STA 422+64. 0 (ENG. ) C'~ ON S-243 (5 ): � j N� N X= XJ STA. 10+80. 67 ~Z a ON C -STPP 50-2 (37 )88 UTILITY CROSSINGS �w E o w E z 22+95 STORM DRAIN LINE DEPTH UNKNOWN 0-.'o v m> w E > �] 24+I 9 STORM DRAIN LINE DEPTH UNKNOWN +Fr o+'D�� M�f M n��VC 23+07 152 mm WATER LINE 2.22 m DEEP cN" � NNUo N U rt w A 22f 16 22125 22162 23+74 j•_,PRNATE APP. LT, PRNATE APP. LT, PRIVATE APP, LT. to A PRNATfi APP, LT, A PRIVATE APP. RT. N OLIVE ST. LT. NEW 1.53 m CONC. SIDEWALK LT. 24+ 1 [. FjQ TO 24+?Q. 7 ) 40m VC 23+03.57 NEW CONC. CURB & GUTTER LT, CONN. TO PTW 1468 1468 11.2E m B-B INCL. 1 - 7.5 m R + EXTENSION N 1467 -1.4Je, 0 1467 B- 13 1, 10 V 23+54.6-1 1466 1.E2 RT w - - - 1466 1465 0 - ° - -1 1j3z - 0-6 1465 moo TO 24f20.7 t N Y2062 SUBEXCAVATION 4.49 RT 1464 0o v TSEE CROSS'SECTIONS) o0° ASPHALT A-1of01 N _+ o n� GRAVEL 1464 0 1463 Z - NEW CONC. CURB & GUTTER NED/AN LEAN CLAY A-6171 1463 .a% t 0 O- 00 00 GRAVEL a ao °0 �i cNi o° 0° m o o w o- OL IV ST. RT, 0° 23+,03.95 00 NEW CONC. CURB & GUTTER RT, N m o¢ ` 11.28 m B-B °0 INCL. I - 7.5 m R' f WENsioN " 0003 eN�l n0 NEW 1.53 m CONC. SIDEWALK RT. 0 a\Q 0 tl r�ai 1 KAGY BLVD. STA. 4+06. 79 W. KOCH ST. 20+84. 21 STATE PROJECT NUMBER SHEET NO MONTANA MT STPU CM ,zo,nzl 45 111 1 I rn (\I - co I x x I u I" " 1 1 1 11 nll 1 1 co I( O u o I .m 11 W Q.o O 1 1 O O nn 1 1 O '11 O 1„ 1, 1 I I rn I� li O iiii'. i 11 Ln +o N i i, rn it 'i 1 " + 111i +C31 N Oi 1 O ;;° I' O 1 " too 0 c" u ❑n. 1 iD N,J a O „u , p CL - 11 Il llj 1 1JY 1 K GY BOULEVARD 2 O 58 E ,.1 c_���• 88° ' I N 89' 02' 09" E w. KocH STREET N 89° 07' 56' E IN ` N 88' S ' 39" E 89° 07_== 4" E z Z �It� 1 I r l lll�.l 1111 ry l , N z o 1 11 1 W1S YV15 I I ii 1111 i 0 g m I I 11 u I " iili -6 J o Q LL O 11 n I t 1, nn V 1 1 11 11 1 N 11 1111 1 1 ;; 1 I 11 1111 II 1111 - ,111 11 STA. 30+50. 88 STA. 59+75.�75 II 111 - 1 STA. 29+53. 72 ii ;I ;; i I MATCH EXIST. MATCH EXIST. i I STA. 60+31 . 00 �� MATCH EXIST. MATCH EXIST. 11" 1111 1 co i ox A N 1498 1.5Y }1.5% 1 5% +I.5Y 1473 of t.5x 0% 1.5/ 0/ 5�0% 3 5% 2.0, I. 1497 /472 OI O N O q, 1496 � P N v o v o N o� p 1471 Q 1495 O O N W h W �O'r W " W "D W W o W 1470 1494 _ - o + _3'3% + 0 0% I.0 - 4g3N +W 4 I3i, 1469 +0.OSOG -0.600% �� J +f.533% ' l i � 1493 N "' 15m VC 1468 N!�i m In ^ to Nlv 1492 a a co � �; P � = = 1467 _ N mI11II to W 'o •c 1 I IJcI O+ � W 1491 , 1.5% 1466 M�r , 1490 1465 STATE PROJECT NUMBER SHEET N0. S I G N LOCATION A N D SPECIFICATIONS MONTANA MT-STPU CM 1201(12) 5-2 REFL METERS Q METERS SIGN PANEL (mz) TIMBER POL STEEL POST(Kg) ,GN UID O �� SHTG 6 a o 0 0 _ , (METERS) �„ w o ��� � ` O� 1� 'Q Q �Q = ?� � �J� �� Q� � 2oc,= ti j �� QO V,��Q' QO,cb�P �'�' c�' �pQ''C2 'r��� ��v4i�v`� �`'�v�t'2" F �\ OJ J� J J� �4,`� QO o a �� �� Q� `� 0 H2O �O �� y\QyQ? � OQ? �J�_� �JQ w`Zh �OJ�� ��J04Q �J �J�d2Q PJ y�o<v po Q^O Q�O t��0 �`��' `� OQ��tv�<vh��<vy� REMARK S ^ 1+19 LT 100 mm 132 I (60) 600x750 IV 3. I POLE 3.90 1.5 0.9 0.45 A.3 1 1 1 R2-I = 60 0 1+19 100 mm RT R2-1(45) 6OOx750 IV 3. 1 POLE 3.90 1.5 0.9 0.45 4.31 1 1 112-I = 45 1+50 100 mm LT 133-7 750x75O IV 3. 1 POLE 3.90 1.5 0.9 0.56 4.3 1+96 100 mm x=3.80 SINGLE SQUARE TUBE REQUIRED. RT R3-8d 15OOx750 IV 4.5 0.90 POLE =3.90 1.5 0.9 I. 13 8.6 . MOUNTED IN HEAVY DUTY STUB. 2+10 SEE SPECIAL PROVISIONS. RT R3-8b REMOVE _LEI 2+80 R3-17 75Ox600 IV 100 mm 0.45 TELESCOPED SOUARE TUBES LT R3 17b 750x300 IV 3. I POLE3.95 1.5 0.9 0.23 4.3 (57 mm & 64 mm) WITH SLIP 2+92 D9-2 600x600 IV IV 64mm 0.36 BASE BREAKAWAY REOUIRED, RT D9-2P 60Ox150 IV IV 2.3 SO. TUBE3.45 2. 1 0.9 0.09 40.8 MOUNTED IN HEAVY DUTY STUB. R3-17 750x600 IV (I ELE) 0.45 SEE SPECIAL PROVISIONS. O) =MOUNT ON Z LIGHTPOLE N a 3+05 O N o LT W9 2a 900x900 1 2. I 0.81 20 =MOUNT ON 3+79 O SIGNAL MAST ARM o LT R3-17 750x600 IV 2. 1 0.45 zJ'= 3+83 0 3O =MOUNT ON MAST ARM o o LT D 3(OH) 1500x300 IV IV 0.45 I W KAGY LVD ON SIGN STRUCTURE a w 0� 0 3+83 R3-5L ��� LT (OH) 750x9OO IV O 0.68 I SOUARE TUBE 3+89 SUPPORT ��_ RT D-3 fOH) 1350x300 IV IV 0.41 S 19TH AVE TUBE WALL 3+95 R3-5R O I SIZE WEIGHT THICKNESS RT (OH) 750x9OO IV 0.68 I 51mm ka%m 112'CAGE I _v 3+99 R3 5A �, 57mm k'im 112'GAGE) vp RT (OH) 75Ox900 IV LJ 0.68 4+03 R3-5L 2 1 64mm k m 112'CAGE 1 A RT (OH) 75Ox9OO IV 0.68 I SOUARE TUBE ANCHOR 4+07 R3-5L O SIZE WEIGHT THICKN SS LT (OH) 75Ox9OO I IV 0.68 I 64mm(OH) k g'ea. j 4 q+II R O LT (OH) 750x900 IV 0.68 I 76mm k1 0 eO 4z 4, B 4+15 R3-5R LT (OH) 750x9OO IV 0.68 1 For estimating purposes only. 4+20 0 LT D-3 (OH) 1350x3OO IV IV 0.41 I S 19T AVE 4+28 R3-5L 0 RT (OH) 75Ox9OO I IV 0.68 4+28 R3-5A RT (OH) REMOVE 1 4+28 R3-5R O m� RT (OH) 75Ox9OO IV 0.68 1 4+28 O q�w RT D-3 (OH) 1500x300 IV IV 2 0.45 I 4+39 64 mm W KAGY BL VD w w�'L RT R3-17 75Ox6O0 IV 0.6 SO. TUBE 3. 15 2. 1 0.9 0.45 25. 1 e u 4+72 EMPTY LT POST REMOVE N N O o v J 4+74 EMPTY LT POST I REMOVE in¢ Q u ch 3 4+91 E ;' LT R3-8c REMOVE 5+30 D9-2 60Ox600 IV IV O 0.36 vim LT D9 2P 600x150 IV IV ) 2. 1 0.09 CITY-2 REUSEid - CITY-2a REUSE MUSEUM OF THE ROCKIES LT ARROW STATE PROJECT NUMBER I SHEET NO S I G N L 0 C A T 10 N AND SPEC IF I C A T IONS MONTANA MT-STPU-CM 1201(12) S-3 REFL METERS METERS SIGN PANEL (m2) TIMBER POL STEEL POST(Kg) I U,D SHTG AI (METERS) �v h r h i x A,: wo gg . _ _ Q'2 Q Q ph p .r ! .r <v� 4i�� ��� v F Jv JQv <v" Q J�h ak'h `Q Q`� \'_ �_� �F QC'�pJ tvG� `v"e V`�QQ4�\ h yJ �~ J k,2p J�vc�'2c�� J`��V p,=� �i�J` J`���v J`r�o<v� po 2�0 Q Q�JQJ cOJpJ hQ`>� j �tv�����ik'��ti� REMARKS Q. Q �p v V �hh V b y v` Z 4 O F Q F h h h 0 o� 5+61 I LT R3-9K REMOVE 0 5+66 R3-9J REMOVE RT CITY-1 REUSE 0 2. 1 1 SNOW ROUTE 6+02 LT R3-17 75Ox600 IV O 2. 1 0.45 SINGLE SQUARE TUBE REQUIRED. 6+18 D-3(2) 1050x250 1 IV 64mm 0.52(I) REMINGTON WAY - SINGLED IN HEAVY DUTY STUB. LT D-3(2) 90Ox250 I IV 0.6 SO. TUBE 3.80 2. 1 0.9 0.460) 28.2 A I S 19TH AVE R I-I 75Ox750 IV IV 0.48 SEE SPECIAL PROVISIONS. a - - TELESCOPED SOUARE TUBES x 6+34 D-3(2) 1050x25O I IV 64mm 0.52(1) REMINGTON WAY t o 157 mm & 64 mml WITH SLIP Q RT D-3(2) 900x250 I IV 0.6 SO. TUBE 3.80 2. 1 0.9 0.46(I) 28.2 1 S 19TH AVE RASE BREAKAWAY REQUIRED. R I-I 750x750 IV IV 0.48 MOUNTED IN HEAVY DUTY SLUR. -:t d TR SEE SPECIAL PROVISIONS. 7j�_X� Y j �; erg,^ �.�_ J,�f ti'p• ' 6+38 j l ^` O =MOUNT ON Z RT R3-17 750x000 IV 0" 2. 1 0.45 LIGHTPOLE Z Z 7+33 R2-1 (45) 900xI2OO IV Z2 LT CITY -I REUSE 0 2. 1 1.08 1 CITY I = SNOW ROUTE 2O =MOUNT ON O o s 7+8 64mm SIGNAL MAST ARM a LT I R3-17 750x000 I IV 0.6 50. TUBE 3. 15 2. I 0.9 0.45 25. 7+94 D-3(2) 105Ox250 I IV 64mm 0.52(I) LINCOLN ST O =MOUNT ON MAST ARM wLLo LT D-3(2) 900x250 I IV 0.6 SO. TUBE 3.80 2. 1 0.9 0.46(I) 28.2 A I S 19TH AVE ON SIGN STRUCTURE <- a¢ R I-I 750050 IV IV 0.48 0 C7 0 8+13 64mm SQUARE TUBE LT R3-5R 600x750 IV 0.6 SO. TUBE 3.30 2. 1 0.9 0.45 25.8 A I SUPPORT co d o&,- /1 'r" m t3 Y. 'Y/ U f? $ t - ;`� i zt b �?U ��} T Ni ''7" C.' ( -s -13 _ "� 5� WEIGHT THICKNESS 8+23 64mm 60 2.imm RT R3 5R 600x750 (V 0.6 50. TUBE 3.30 2. I 0.9 0.45 25.8 Slmm k'/m 112 GAGE, v 8+40 D-3(2) 105Ox250 I IV 64mm 0.52(I) LINCOLN ST 57mm 4.IJ ko/m ( 2'GAGE( GQ RT D-3(2) 900x25O I (V 0.6 SO. TUBE 3.80 2. 1 0.9 0.460) 28.2 I S 19TH AVE A R I-1 75Ox750 IV IV 0.48 64mmSQUARE TUBEAGE I �..� 8+54 64mm ANCHOR RT R3-17 750x60O IV 0.6 SO. TUBE 3. 15 2. 1 0.9 0.45 25. 1 WEIGHT r II ` _,�� -- - - SI T HTC54 SS -T 14��� .�O ��� -''f ,ice- _ . _`� i� Y,✓h ) - 64mm kg eo. 3.4 8+63 CITY-3 REUSE. Oj VISITOR INFO 7Gmm k0'e2 4.8 LT CITY-2 REUSE 2. 1 I MUSEUM OF THE ROCKIES CITY-2a REUSE For estimating purposes only. 8+94 R2-1 (45) 900x1200 IV RT CITY -I REUSE O 2. 1 1.08 I CITY I = SNOW ROUTE 9+42 RT R3-9b REMOVE 9+81 RESET RT FWP-2 BY OTHERS 9+86 RESET LT FWP-I BY OTHERS 10+02 64mm ooQ RT RI-I 750x750 IV IV 0.6 SO. TUBE 3.30 2. 1 0.9 0.48 25.8 1 W 'a C II+qS RT R3-9b REMOVE 11+45 LT R3 9b REMOVE h o 3 11+74 AEA LT R3-17 75Ox6OO IV_ O 2. 1 0.45 G� 3 jA 11+45 D-3(2) 1050x250 1 IV 64mm 0.52(1) . I S 9 ARFIELDA ST VE N~ LT D-3(2) 9OOx250 I IV 0.6 S0. TUBE 3.80 2. 1 0.9 0.46(I) 28.2 RI-I 750x750 IV IV 0.48 12+13 64mm LT R3-5R I 600x750 I IV 0.6 SO. TUBE 3.30 2. 1 1 0.9 0.45 25.8 A STATE I PROJECT NUMBER SHEET NO. S I G N L 0 C A T 10 N AND SPECIFICATIONS MONTANA MT-STPU-CM 1201(12) S-4 REFL METERS Q METERS SIGN PANEL (mz) TIMBER POL STEEL POST(Kg) IGN UID 7�, SHTG O ` (METERS)V Kv O Z � v i. '� uZ 2 ccc 2 Q F� FAQ � Qt� 2k' O�OJ2 O�Z �� QOG= 'L Q "`� QO Ci� QO V h� J Cr � '�� 'r�� .�<v��`� .�7v 2" C l� QP `�� O�C� v `v r;,Vti ti �J G�� yJ v��y1 tiJ��ZyJ��� k�J=O�`Q PJ PJ y1�� �J��O<v OO Q yO Q QOh�J c7�mJ h J OQtu`�k'cv��v� REMARKS " 5 64mm RT R3-5R 600x750 IV 0.6 S0. TUBE 3.30 2. I 0.9 0.45 25.8 ;0 12+42 D-3(2) l05Ox25O 1 IV 64mm 0.52(I) GARFIELD ST RT D-3(2) 900x250 I IV 0.6 SO. TUBE 3.80 2. 1 0.9 0.46(I) 28.2 S 19TH AVE R I-I 750x750 IV IV 0.48 12+66 SINGLE SQUARE TUBE REQUIRED. RT R3-17 75Ox6OO IV 0 2. 1 0.45 . MOUNTED IN HEAVY DUTY STUB. SEE SPECIAL PROVISIONS. Q 2 TELESCOPED SOUARE TUBES (57 mm & 64 mm) WITH SLIP ~ ¢ BASE BREAKAWAY REQUIRED. 13+85 NO THROUGH RT R99-2 BY OTHERS STREET MOUNTED IN HEAVY DUTY STUB. 13+97 64mm SEE SPECIAL PROVISIONS. RT R I-I 75Ox750 IV IV 0.6 SO. TUBE -3.30 2. 1 0.9 0.48 25.8 1 RT O =MOUNT ON z RT R3-9K REMOVE I LIGHTPOLE "'z 18+20 O N Z o RT G95 I 1200x750 I IV I 2. I 0.901 I I LAW AND JUSTICE CENTER 2O =MOUNT ON 2 m 18+49 O SIGNAL MAST ARM J� LT R3-17 750x6OO IV 2. I 0.45 Z J n 3) =MOUNT ON MAST ARM w LL ON SIGN STRUCTURE vi< 18+56 D-3(2) 105Ox25O 1 IV 64mm 0.520) DICKERSON ST o LT D 3 l2) 900x250 I IV 0.6 50 TUBE 3.80 2. I 0.9 0.46(I) R I-I 750x750 IV IV 28.2 S 19TH AVE 0.4 B 404% SOUARE TUBE 18+71 D-3(2) 105Ox250 I IV 64mm 0.52(I) DICKERSON ST SUPPORT RT D-3(2) 900x25O I IV 0.6 SO. TUBE 3.80 2. 1 0.9 0.46(I) 28.2 ( S 19TH AVE s�zt� WEIGHT THICKNESS R I-I 750x750 IV IV 0.48 51mm k %m I►7 GIAGE) 57mm k•%m (12•GAGE) 18+ 7 EMPTY 64mm k.m ,12 QAGE) RT POST REMOVE I 18+83 SQUARE TUBE RT R3-17 75Ox600 IV 2. 1 0.45 ANCHOR 19+21 SIZE WEIGHT VAL THICKN SS OI 0.90(I l LAW AND JUSTICE 8.33 LT G95 2 12OOx750 2. I 1 IV I CENTER 64mm k ea. 3.4 19+65 WI I SEE ELECTRICAL. PLANS FOR '10 42 RT (OH)) 1200x1200 IV O 5.4 1.44 STRUCTURE AND MOUNTING INFO 76mm k 19+97 R9 3b REMOVE e0 4.8 n LT CITY-I REUSE For estimating purposes only. �✓ 2. I I SNOW ROUTE 20+29 RT R9-3b REMOVE 1 20+46 EMPTY RT POST REMOVE 20+63 64mm LT R3-17 750x6OO IV 0.6 SO. TUBE 3. 15 2. 1 0.9 0.45 25. 1 20+69 m LT D-3 (OH) USE AS IS 20+77 ww o RT D-3 (OH) USE AS IS w W U W IL= Ll�-" 20+94 o LT D-3 (OH) I USE AS IS N N 21+02 0 RT D-3 (OH) USE AS IS 21+09 64mm �?Q_ RT R3-17 750x6OO IV 0.6 SO. TUBE 3. I5 2. I 0.9 0.45 25. vam 22+01 EMPTY RT POST REMOVE N° 2 22+89 64mm ;� I LT R3-17 750x6OO IV 0.6 50. TUBEI I 3. 15 2. I 0.9 0.45 25. 1 STATE PROJECT NUMBER SHEET NO. S I G N L 0 C A T 10 N AND SPEC IF I C A T IONS MONTANA MT-STPU-CM 12011121 S-5 REFL METERS METERS SIGN PANEL (m2) TIMBER POL STEEL POST(Kg) IGN UID SHTG OQ` �,� ��� �O p =V '�V <v O� w '�,r ti4• �,Z� ��'',� ti` <v J �� <v J � Q- FAQ' FAQ' O 2- � G` JO ovi a i x �O �• Q �' �J= �v � QOG= -LQ QQ J.� QO V� QO C�tiP 2 V'Z �10�lz� a �e c� FFk,`, �P ` 1 4 O F Q �' Q O `� �i. i. h r, REMARKS W o Q Q'� 4✓ C.� ti V of v 22+97 D-3 (2) 9OOx250 I IV 64mm 0.46(I) W OLIVE ST LTD-3 (2) 900x25O I IV 0.6 SO. TUBE 3.BO 2. 1 0.9 0.46(I) 28.2 A I S 19TH AVE SINGLE SQUARE TUBE WITH o R I-I 75Ox750 IV IV 0.48 • MOUNTED INSLIP BASE BAY HEAVYW DUTYREOTUB.D 23+12 D-3 (2) 9OOx250 I IV 64mm 0.460) W OLIVE ST SEE SPECIAL PROVISIONS. RT D-3 (2) 900x250 I IV 0.6 SO. TUBE 3.80 _ 2._1 0.9 0.46(l) 28.2 A I S 19TH AVE R I-I 750x750 IV IV 0.48 SINGLE SQUARE TUBE REQUIRED. - MOUNTED IN HEAVY DUTY STUB. 23+19 64mm SEE SPECIAL PROVISIONS. a RT R3-17 75Ox600 IV 0.6 SO. TUBE 3. 15 2. 1 0.9 0.45 - 25. 1 TELESCOPED SOUARE TUBES Q 4 (57 an & 64 mm) WITH SLIP z BASE BREAKAWAY REOUIRED. MOU2 DUTY RT 2 R3-9K REMOVE I SEENTE SPECIALHEAVY PROVISIONS.STUB. 2 5 1 mm RT R99-1 450x450 IV 0.4 SO. TUBE 3.00 2. 1 0.9 0.20 19. 1 23+36 M2-1 REMOVE O =MOUNT ON z RT MI-4 REMOVE I LIGHTPOLE Z 23+59 PO =MOUNT ON N Z o LT R3 9J REMOVE _os 24+17 64mm SIGNAL MAST ARM LT R3-17 75Ox600 IV 0.6_ SO. TUBE 3. 15 2. I 0.9 0.45 25. 1 w LL 24+23 O -ONUNT S SIGNN MAST M STRUCTURE E r a LT D-3 (OH) USE AS IS _ W BABCOCK ST c� lei �` M','•^ ( +!1 ''� 1 '� - 3•A•� i+.1•r, O 24+23 R3-5R SQUARE TUBE LT (OH) REMOVE I SUPPORT 24+23 LT R3 2 (OH) USE AS IS SURE WEIGHT THICKNESS 24+26 RT 0-3 (OH) USE AS IS _ S 19TH AVE Slmm kg/6m (12'GAGE) O� 2 L T 9 D-3 (OH) USE AS IS S 19TH AVE 64mm k'%m 112 GAGE 1 A mm 24+40 64mm h'6m 112 GAGE) RT D-3 (OH) USE AS IS c-: W BABCOCK ST _ SQUARE TUBE E� SU IOTA 4-1-487tf) ANCHOR 30.-25(FV-)- 1. 13(IV) 25. 6-9T.5 50 1 WEIGHT F64mm THICKN SS MAIN T. (OFF PROJECT '�=� `�{ k8 ea 3.4 24+79 I m k0'ea. 4.E LT R3-8c REMOVE _ 25+10 2 R3-5R 2 For estimating purposes only. LT (OH) REUSE 25+27 3 R3-5L 2 RT (OH) 750x9OO IV 0 0.68 DELINEATOR LEGEND 26+34 4 64mm x-2.85 YELLOW LT R3-8d 15OOx75O IV 1.8 0.90 'SO. TUBE -2.85 2. 1 0.9 1. 13 47.5 FLEXIBLE 33 SURFACE SU TOTAL 0.68(IV) 1. 13(IV) 47.5 2 MOUNT WHITE I I.48(1) • FLEXIBLE T 0 T A L S 30:93 l IV) 2:26(IV) 25.8 745:O 52 I SURFACE DESIGN "A" DESIGN 'B" e F-+ DESIGN "C" DESIGN "0" v -Iw DESIGN "E" C i DESIGN " " � U "I'" O � DESIGN "G" O DESIGN 'F" TOP MOUNTED N :l 11 v C. 3 o U A- A S STATE PROJECT NUMBER I SHEET NO. MONTANA MT-STPU-CM 12011121 S-6 ;; ('a; I I I R7-1 I1R�ii;; I ,; ; I i R7-I I —1 I c1 AS-IS 200 mmWHITE _ AS-IS oi ---------------r . 1`-------------J - - --- ------------- _ 100 mm 1 — _ — — — ` _ / WHITE EPDXY R3-SR li ;; 0 " %' 600 mm WHITE L ,i' ; J _ _�_ 200 mm 0. 60 m " 60 , ! STA.29F53.72 L-_NEW i, m:' '' �....... J. .--••--- �- -T WHITE EPDXY BEGIN STA.29+79.96 $ 100 mm DBL. STA.30+21.25- '� 0 3.6 YELLOW EPDXY KAGY BLVD. BACK OF o STOP BAR E- 3.6 ,� o 2 4 ONLY ii ii �� 3.3 1 > 3.4 ti a i i ff' 3. �� > STA.30+22.24 KAGY BLVD. Zr V „ , o 3 _..__._. / Q STA.30+50.88 100 mm YELLO �i R 200 mm e ,, _ ...p END 100 mm DBL. z0'8WHITE ----- =__ •�-�. YELLO'N EPDXY EPDXY 100 m 'a ,� WHITE \ \ z EPDXY 0 �n�z 0 Jim i� I // I �m<�� 85 O STATION AND OFFSET ii I I ! R7 I 0 aw GIVEN TO THIS POINT 1 I ;1', I } „ i i 1 AS IS AS-IR2- 1S 2(D ON PLAN SHEET 15 m DOUBLE 1 I I II 100 mm YELLOW u I I TYPICAL APPROACH DETAIL WITH RIGHT ONLY ISLAND KAGY BOULEVARD DETAIL S 19 AVE IF- D-3 SIGNS MOUNTED ABACK TO BACK ON POST. W CH sT 200 mm WHITE PLASTIC 1�1 TYPICAL BIKE LANE MARKINGS 2. m' ST A p No SCALE - NOTE ARE DEPENDENT ON LOCATION THE LOCATION OF THE WOFKTHE ES SIDEWALKS. EXTEND CROSSWALKS TO CURB. lol SIGN PANEL DIRECTION OF TRAVEL - 600 mm WHILE PLASTIC 15 m OF DOUBLE NOTE: 100 mm YELLOW EPDXY -- W/ 100 mm SPACE ABSORB THE COST FOR MOUNTING D-3 TYPICAL PAVEMENT MARKINGS N OTHER BID ITEMS OF FOR PEDESTRIAN CROSSINGS THE CONTRACT. O amp Ap Ill W W W SIGN P TUBE 150 mm WHITE 4./1>�L —�scN POST � 18 m 1. 8 m 1. 8 m I8 m W EPDXY O�iJ MT — STPU— CM 1201 ( 1 2 ) o FRONT RT. SIDE CURB & GUTTER NOTE: A B C O C K TO K A G Y — B Z MN nbQ TYPICAL APPLY PLASTIC WORDS AND SYMBOLS GALLAT IN COUNTY a NM' D BACKNTO BACKING UNLESS OTHERWISE SPECIFIED. DETAILS u 3� I ON SQUARE TUBE SIGN POST NO SCALE STATE PROJECT NUMBER I SHEET NO MONTANA MT-STPU-CM 1201(12) S-7 ti= i 132-1(351 AS IS w4 � � a Q N M 37 m REMOVE o i EX. STRIPE r REMOVE (WORDS & SYMBOLS O R3-8C < REMOVE � R3-5R O � 20 m NEW 200 mm WHITE EPDXY 13 m ' REUSE NEW 100 mm9 i WHITE EPDXY ~Y ' �o URBAN SKIP i REMOVE WORDS q i & SYMBOLS ao ' zt ti i NEW WORDS 36 m NEW 200 mm O ZZ & SYMBOLS WHITE EPDXY ALWHITE PLASTIC 6 R3-8d 68 m NEW 100 mm 4-1. REPLACE R3-8b E E WHITE EPDXY ♦o '^ tO 59 m NEW YELLOW fry z CURB EPDXY --- -- O O o _ A _ i S. 19TH AVE. E A• dS J O i w¢v _ Q �38 m REMOVE EX. 100 mm SHOULDER STRIPE aN. 19TH AVE. ° I = 30 m ~ NEW 200 mm `^ WHITE EPDXY ; Y 0 42 m NEW 0.6 m x 2.4 m SKIP m STRIPE - 200 mm WHITE EPDXY a m i 3.60 m A h NEW WORDS 20 m NEW 600 mm WHITE PLASTIC & SYMBOLS WHITE PLASTIC i 79 m NEW 200 mm WHITE EPDXY I10 m NEW YELLOW i CURB EPDXY h i i NEW WORDS & SYMBOLS WHITE PLASTIC "hFal R3-5LNEW `i' ONLY 7 �31 m REMOVE EX. MT- STPU - CM 1201 ( 1-2 ) IN: Cl 100 mm SHOULDER STRIPE A B C O C K TO K A G Y - B Z MN GALLATIN COUNTY SIGNING AND , m2 PAVEMENT MARKINGS IS m STATE PROJECT NUMBER SHEET NO. F IRMONTANA MT-STPU-CM 12011121 S-d �,UBL 100 mm SOLID YELLOW EPDXY WITH 100 mm SPACE i x 73030'4 600 mm YELLOW EPDXY 0 - a° _DBL 100 mm SOLID YELLOW EPDXY WITH 100 mm SPACE o a MEDIAN DETAIL 1 tn o �x Q � 46� ao 15 m Y 200 mm SOLID WHITE EPDXY E -- - -'-'-'- - - - - - - - - - m 30 600 mm WHITE EPDXY 200 mm SOLID WHITE EPDXY z O E Q Q Q S i MEDIAN DETAIL 2 � u O U Z Z ---.--- ---.- - Y �Z o =O o w v NOTE: a USE EPDXY FOR ALL PAVEMENT MARKINGS EXCEPT AS NOTED BELOW: ui w �(D USE INLAID, HOT-EXTRUDED HYDROCARBON THERMOPLASTIC FOR ALL STOP BARS, CROSSWALKS AND WORDS & SYMBOLS USE YELLOW CURB EPDXY ON ALL NEW CURBING STA. 1 + 18, 12 I 53 --"-� -YELLOW GUTTER CURB EPDXY 3.60 - - - '_�-150 mm WHITE EPDXY I t0.HL 1 RO.HA) R0.HR) BEGIN C O N N. T O P. T. W. N AA& M -3�9 SKIP WHITE EPDXY ( �TEPL ACE REPLACE REPLACE MATCH EXISTING STRIPING - �- 3.30 I -DOUBLE 100 mm YELLOW EPDXY I m R3-7 RT W9-2a 3.60 WITH 100 mm SPACE ii r la R2-I (60) NEW +73.12 2+64 R3-17b o NEW 1.80 �� I y ONLY ONLY ONLY REPLACE 119 9.60 LT z D-3 Co.H. 1 FROM 2+95 LT END 100 mm WHITE EPDXY NEW w 3 30 ; 200 mm WHITE EPDXY R3 17 111 BEGIN 150 mm WHITEJE C.7 REPLACE LT w LLI 3.60 �� NEW1(4 �/� z+s3.1z 200 mm WHITE EPDXY4 ,� �y 3.12 - RT I.53 200 mm WHITE EPDXY w 7o LT 3.60 !iis " + y r REPL�CE ) o R3-SL _-I00 mm WHITE EPDXY ,•� �� ® <� REPLACE - -- -- - - --- L _1.00 s_-__-»»CURB & GUTTER - - - 1 _ _ _ - - - /['..+I - - -' 100 mm - - - - - - - - -- - YELLOW CURB EPDXY =T-1-- _ R3-5A ----------------- -- --- - oa.n _ m 200 mm WHITE EPDXY ----- ------- /---------------- ------ -- ?� (O.H. ) WHITE EPDXY ___�:_y�__________- ? • - < REMOVE -- ------- ----------------- ___--__--- __�_��__ _S_- t R3-5R e � 2 11 L7 REPLACE MATCH ±23: 1 TAPER EXISTING - - - - - - - D-3(0.H. ) REPLACE r N DETAIL 1 1+73.12 a 3+02.26 - -�-- 1�� T , ""- 1.20 RT 100 mm - -- - --- ------------ - - -------------- -------- 15.72 RT 46 WHITE EPDXY ------- -_-__--9T. - ------_ - m (� U 4lV 1173.12 2h3�.12 9.60 RT ----------- - -------- �`� +30.75 il/ R3-17 h W 2+92.46 8+92 46 SEE MEDIAN DETAIL 2 R3-5L , „/ 9.60 RT W = 4.SO RT 2.20 R'1 11 13 RT THIS SHEET (0.H. 1 NEW 02u 9 -- - - - - - - - - - -. 14.n Rr- - - - - - - - - REPLAC - - - -'- - - - - • . h II -.- - - - - - v a 3 0 1 60 m - 200 mm WHITE EPDXY " ,�,a , ��, M T - STPU- C M 1 2 0 1 ( 1 2 ) R2-1(45) ,., REPLACE ABCOCK TO KAGY- BZMN ' <♦ l�■1 " " GALLATIN COUNTY uNimca' z♦ � R31 17 D9-2 aoq�3 NEW D9-2P ATV"1 �1- R3-8B NEW H61TSIGNING AND 2 + REMOVE REPLACE STA. 1 +73. 12 R3-8D __ YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR D-3(O.H. ) [ZAINO Ly -- PAVEMENT MARK INGS NEW R3-5R R3-5A R3-5L END CONN. TO P. T. W. BEGIN PROJECT SEE SPECIAL PROVISIONS. to.H. ) (O.H. ) IO.H. ) REPLACE REPLACE REPLACE _CURB & GUTTER 1.53 ------ YELLOW CURB EPDXY STATE PROJECT NUMBER SHEET NO 1 d OlS MONTANA MT-STPU-CM 1201(12) S-9 D9-2 CITY-2 3.60 50 mm WHITE EPDXY LP CITY-2a REPLACE REUSE —100 mm WHITE EPDXY N0 FIC� ��� 3.30 3:9 SKIP R3-9K R I-I - — REMOVE D 3 (4) 200 mm WHITE EPDXY REPLACE R2-I(45) CITYI RI-I REPLACE REUSE d01S REPLACE w o 4.35 `--------- p - w R903 8+10 LT --------- w - e , c REMOVE 0.90 CURB & GUTTER ZZ �Z w 'T � � .__________, z h R3-8C ___________YELLOW CURB EPDXY W w p a z 0 ti D-3(4) W o REMOVE `, V _ 15 m - 100 mm DOUBLE y rn ¢ R3-17,�` NEW a ` 3.45 ` - - 100 mm WHITE EPDXY ELLOW EPDXY (TYP. ) NEW <Q ` 3.9 SKIP ;r 3.60 I R3-1 7 w ` !f150 mm WHITE EPDXY i NEW m EMPTY WOOD POSTS ----- - r / REMOVE ,e• 1.53 --+ CURB & GUTTER e --.�— )� 49 m - 200 mm WHITE EPDXY YELLOW CURB EPDXY - n... . . _ _ _ -.-.-.-.-.- - - - - - -•-•-•- -•-•-•-•- -•-•-•-•---•. - ------- --- - -.- ♦ .-.-.-.-.-. -•-.----- -.-.-•-•- -.-.-.- .. N-. / _ _ ------- -------r-1L--1— ---- ------------- ---- ------- — — ! — -- - -—————— ———————+—————— — —— ———————————————————�1._——— ———— ——— ——— —————————————————— — ——--—————— ——————————7———�—— 6+38.13Kk _ L� --- --- _ _"_ _ - ____ ___ -r — - ---- - --• _- __-_ ---- ----- ----- ----- ----- f� Q --_-__ - --�-- I- - 1 1= 1 _1---5-- _- ` ------ --- --— — — — — — — — — — — — — — — 6111.19 — — — — — — — — — — — — — — — — —A _ — — — • ___ __________"------ -------------_--_-_--------—------------ ----------------------------------------- .- ----- ----------- _____.-__ __-_____ -____-___. • ______________________ ___ ___________________________ __— �j� --------------------_-------_------------- _ _ z 39 m 200 mm WHITE EPDXY " \� -------- - -'-----• -' •-•-.-.-'-•-•-•-•-•-•-.-.-.-.- .-.-.-.-.-•-.-.- .-' ii � �� (� ' -17 z R3 a Q ' J NEW - - - -- - 64`m - 200 mm WHITE EPDXY - ---- N 60 m 200mm WHITE EPDXY z E; 07 m 200mm WHITE EPDXY z o� hm�j ; II f fj < � m�-� Q REPLACE LL wZ 3 D-3 (4) w v NEW o - NOTE: R3-9J z u O a¢ USE EPDXY FOR ALL PAVEMENT MARKINGS EXCEPT AS NOTED BELOW: REMOVE CITYI LLJ )- CD { T H ' [� REUSE z USE INLAID, HOT-EXTRUDED HYDROCARBON THERMOPLASTIC FOR STOP ! LA.J ~ ALL STOP BARS, CROSSWALKS AND WORDS & SYMBOLS �6. USE YELLOW CURB EPDXY ON ALL NEW CURBING -- -_- r LH 15 m - 100 mm DOUBLE �;" CITY-3 1.53 ----�-YELLOW CU`jURB EPDXY YELLOW EPDXY (TYP. ) I ' CITY-2 3.60 CTY-2a �' 150 mm WHITE EPDXY e«Is.es i i REUSE z 51.BT LT �� _ �ozN - - - - "�-100 mm WHITE EPDXY A CC) I" • w<r ALLY I r N Y 3.30 3:9 SKIP REPLA ���Q�� i a R3-9B �N Z I REPLACE >��a ' 0 200 mm WHITE EPDXY REMOVE 100 mm YELLOW N o AlNO -------------- z� F m FWP I ET EPDXY (TYP. ) „ z I t— r �� � BYSOTHERS435J00 mm YELLOW _ --- -_ CURB & GUTTEREPDXY (TYP. 1 '/ 0 0.90 -_--_-_-_YELLOW CURB EPDXY3.45 ,� _100 mm WHITE EPDXYYELLOW CURB ,� 3:9 SKIP EPDXY (TYP. ) r' �. --if- -r 3.60�� l ! 150 mm WHITE EPDXY `IL84m0 mm- WfIITE EPDXY �`` �- 1.53CURBBOW CURBEEPDXY+�. �� �fI' -.-•-•--- .-.-.-.-.-----•--- -------------I{�------------_ ---------------------------------__--_-_-_--_�r-_- _._»a_- a+o+.BO - - - - - - - - - - - - - - - - - - - - - - - - - =7o a--- - -_ L11: 1' ------- ------'- u----111 r_11u .1__111 =0===11 r_1=c_1==1_----1111=z�c __.1c 111 -__-_- 1 ' 2.70Rr 1:=..'-~===1===-_-- -- ---' - -ZT- 78 m - 200 mm WHITE EPDXY _--- i , - - - - - - - - - - j— - - - - - J - - - - 24- --= - - -- --- - - - - O c'[C, NEW17 c , / r'I R3-98 MT - STPU- CM 1201 ( 1 2 ) o �f J, ; '%/// y REMOVE I FWP-2 STOP < rlmm **--. RESET ABCOCK TO KAGY BZMN 3 01 nz - BY OTHERSRII „ ' `n < ,(�m9 TD REPLAGE REMOVE G A L L A T I N COUNTY CITYI R2 I (45) _ 0 3 REPLACE STOP I tit, %/ REUSE REPLACE SIGNING A N D _ YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR PAVEMENT MARKINGS NEW 0 i 118+20.16 - SEE SPECIAL PROVISIONS, L, 1.53 -.�'`YELBOW CURBEEPDXY STATE PROJECT NUMBER SHEET N0. 3 60 `150 mm WHITE EPDXY Q MONTANA MT-STPU-CM 1201(12) S• 10 I 2t14.52 dO1S I - *v-- -__100 SK WHITE EPDXY o i sz.7e Lr 3:9 SKIP � 3.45 I w I i x RI-I D-3(41 R3-5R I n. I 5. 10 YELLOW CURBEEPDXY B j n R3-17 REPLACE I NEW wo NEW ..... i AINO 3.45 •-•w•r_ - -100 mm WHITE EPDXY 3.60 . 3:9 SKIP I 150 mm WHITE EPDXY 3 m - 200 mm WHITE EPDXY 87 m - 200 mm WHITE EPDXY 1.53 CURB & GUTTER ---.- -.-.-.-.-.-.-.-.-.-.-.-.--- �z.......... YELLOW CURB EPDXY ---•-•- -•-•-•- - -•-•-•---•-•- - - _ _ -_----- _- _ -_----- _ -_-____------------ --_- -_------ ---- _ - - - - - - - - - - - - ------r- =-- ---- ____ -------a __--=--_---- 12.32.2e — — — — — — — — — — — 2.70 LT — — — — — — — — — — — — — — — — ---- ------ ---------------'----- -- Q q - YELLOW CURB 4 i ----- =__ _ :cc_-z^____ _______ __"Q==- --- -- ------- EPDXY (TYP. 1 - - - - - - - - - - Zt U — — — — — — — — IN06.09 — — — — — — — — — — — — — — — — — 7 • 2.70 RT _ __ ____ __ • • _ _ ________________ ��,_77 — — _ - -'-- .-.-..r-�-. .- -.-.-.-.-.-.-.-.... - 1-00-mrrrY£tL'BVI-. � � •---•-•---. .-.----- - -- ----T -'�•-•---•-•-•-•-•-•-•-• Z -.-.-.-.-.- - -' EPDXY (TYP. ) ,� `.T '�� , '�' ' `�•s ' R3-9K Y I R3-17 H�(pal I �� REMOVE o z o R3-5R ON o �i NEW 0� i i! /I// ' RI-I NEW BY90THERS STOP -o m io ;; D-3(4) z 100 mm YELLOW // a¢o „ I REPLACE RI-I wQ v EPDXY (TYP. ) „ I REPLACE NOTE: I II i �a< USE EPDXY FOR ALL PAVEMENT MARKINGS EXCEPT AS NOTED BELOW: STA. 1 4 +5 1 n = USE INLAID, HOT-EXTRUDED HYDROCARBON THERMOPLASTIC FOR 2.2z.ea I '' . stop _ YELLOW FLEXIBLE DELINEATOR SURFACE MOUNT BEGIN C M— STPU 1 2 0 1 ( 9 ) ALL STOP BARS, CROSSWALKS AND WORDS & SYMBOLS ss.al RT I J; - USE YELLOW CURB EPDXY ON ALL NEW CURBING I SEE SPECIAL PROVISIONS. 1.53 'YELLOW CURB EPDXY I I I 3.60 150 mm WHITE EPDXY 00 __100 mm WHITE EPDXY - A I ' 3:9 SKIP I 3.45 YELLOW C�U1RBEEPDXY L I I 4.35 R3-17 -200 mm WHITE:EPDXY NEW i I 3.30 �3:9 SKIPWHITE EPDXY i 3.60 y 150 mm WHITE EPDXY - - - - -•-•---------.-•-•-- ----- tI.53 CURB & GUTTER - ---•---•-•-- - - --- . ... YELLOW CURB EPDXY 7 p - ------------- ------ S T A o 1 I +U 7 3 m - 200 mm WHITE EPDXY -- ----------------"- == -- -- -- --------------------------- END CM—STPU 1201 ( 9 ) — In m'b __r_ D J 10 m - 200 mm WHITE EPDXY 4�U �� �� o MT — STPU— CM 1201 1 2 �. l0D ABCOCK TO K AGY— BZMN �a ! I GALLATIN COUNT SIGNING AND NV o�T2 NEW-I PAVEMENT MARK INGS \ I I ?!Put RA STATE PROJECT NUMBER SHEET NO. YELLOW CURB EPDXY MONTANA MT STPU CM 1201(12) S-ti 150 mm WHITE EPDXY I I I 1—100 mm WHITE EPDXY U0-3 SE A50 . ) N 3:9 SKIPS G95-2 Q 200 mm WHITE EPDXY — N N lT REPLACE N ! I D-3 (C.H. ) N I c CURB & GUTTER I USE AS IS i x dOlS z YELLOW CURB EPDXY R9-3B CITYI r- A O n a I Z z ""_""'- REMOVE REUSE ! a 9 I w Q U r...._... a I Q. w -Z Z o I U �—100 mm WHITE EPDXYRi-i zg z $ 0 I Y a F REPLACE o Q F ; 3 9 SKIP u O '^ R3 17 D-3(4) ! ! _T 150 mm WHITE EPDXY , NEW ( 30 m - 200 mm NEW I 41 m 200 mm CURB & GUTTER ] g I I WHITE EPDXY n YELLOW CURB EPDXY 3 m - 200 mm ... WHITE EPDXY WHITE EPDXY m FQ 103 m - 200 mm WHITE EPDXY J I . _ L _ x 2 19+76.27 — — — — _ 1�+ 4 2.70 LT FA RS CANAL COMPANY - a.._ .--------�--___••- .�-. --1� `�--�; / EMPTY z a -- ------�---- — — — — — — — � � REMOVE w ^�— — — — — —.--rr----' II EMPTY POST �� POST h 48 m - 200 mm / REMOVE 30 m �z o it_ REMOVE 1 R3-1 7 o p� I , WHITE EPDXY 1 200 mm I „ „ ( ',' R-17 FIRE i WHITE EPDXY i u i NEW z J I I NEW STATION n 1 WI I-B N0. 2 I I D-3 (O.H. ) N w I I (0.H. I n I I USE AS IS a¢ NEW '01 yZ 9 H v 15 m DOUBLE 100 mm 0 0 © RD I3 f4 1 < m� D-3 (0.H. I ! I YELLOW EPDXY (TYP. ) REPLACE USE AS IS �e� I I STOP REMOVE I I � I �— N dOlS M I N R0.H. l i AS IS 3 (0.H. ) O I N I REMOVE �_ Y N STA. 24 + 16. 60 A RI.10 ! I END MT- STPU- CM 1201 ( 1 2 ) D-3(4) ! ® ~ I REPLACE R3-2 m > I R99-1 R3 9J (O•H. I I m D-3 (0.H. ) NEW REMOVE AS IS AS IS O I I � 9 —IJ, � R3-17 ti NEW I `i I _� =Lu ° NEW i �I 1 ' - 1 i I 24 m - 200 mm WHITE EPDXY .�. --�J—L--- ------ _— �I —.—.—• •11...1 _ —_ —_— - -_111J_�L_----- _ -- �_— -- ----- ----------•--..-__-_•- 23.16.74 2.70 LT -- — -- --- _- 5___s_-- 25 m - 200 mm WHITE EPDXY — FARMERS C% AL L`O1d�PANY _ cQ -- C - ---------------- ------------•-----_•--------_ -_-- ---_ _ h s_� ---_ -- —.— —. C ---_--- _ -_- _-�1\L+ �% — ♦ 30 m - 200 mm a 3 W rl ♦� WHITE EPDXY W cYi 34 m 200 mm WHITE EPDXY ��♦,,_ 1 r D-3 (O.H. ) AS IS o¢c�^ R3-17 i MT — STPU— CM 1201 ( 1 2 ) YELLOW FLEXIBLE SURFACE .MOUNT DELINEATOR I I 11 NEW REMOVE I RS31S(0.H. ) A B C'O C K TO K A G Y— B Z MN c SEE SPECIAL PROVISIONS. I I i R I-I FV-. N,�a ! REPLACE � 5ZmZ QLl-�d 24 +20. 7 1 GAL L AT IN COUNTY NOTE: SIGNING AND c o ro 3 USE EPDXY FOR ALL PAVEMENT MARKINGS EXCEPT AS NOTED BELOW ! ! ��mDd ! END C O N N. TO P T W R39K ! PAVEMENT MARK INGS a— USE INLAID, HOT-EXTRUDED HYDROCARBON THERMOPLASTIC FOR I I STOP REMOVE ALL STOP BARS, CROSSWALKS AND WORDS & SYMBOLS I USE YELLOW CURB EPDXY ON ALL NEW CURBING �. . � �1 Y • , i ._ .: ;r