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HomeMy WebLinkAboutFederal Aid Project No. 94-306 - West Babcock, West Main, and 23rd Avenue DESIGN DATA W MN aMX=K I&MICON 22W AVE f of — MONTANA DEPARTMENT OF TRANSPORTATION (W o A.D.T. — 1993 - 21,000 3, MAIN) (E 800 3. MAIN) 500 7,100 A.D.T. = 1996 - 22,610 4,090 3,630 7,360 A.D.T. = 2016 = 37,060 6,700 5,190 10,520 -306 = 3 D.H.V. ,710 670 520 1,050 FEDERAL AID PROJECT NO . 94 D. = 55-45% 55-45% 55-45% 55-45% AILL TRUCKS 33.4% [33.4%] [33.4%] [33.4%] GRADE, GRAVEL & PLANT MIX SURFACE HEAVY TRUCKS 3.1% 0.8% [0.6%] 0.6% V. = 40 MPH 25 MPH 25 MPH 25 MPH L WEST BABCOCK, WEST MAIN and 23RD AVENUE LETTING DATE — GALLATIN COUNTY THIS PROJECT THIS PROJECT 1 . ASSOCIATED PROJECT ID. 123242, L23242S !C�Vw RELATED PROJECTS STPP-66--2(2-5182 '10169 Approved By: R. Peccia, P.E. Set Number: \-I A Designed By: S. Foutch, P.E. �,�En . _ RO Drawn By: T. Donaldson, E.I.T. Date: July, 1994 P'st Checked By: G. Larson.-P.E. [�* Rokbert Peccia Associates Helena M T * RPA ��= WE14" i Nr W N O = N ~ N w D z TABLE OF CONTENTS W o N a Nz M N V C O ROAD PLANS SHEET NO. TITLE SHEET 1 Z M � � 3 TABLE OF CONTENTS 2 o O1 NOTES 3 CL w U LINEAR & LEVEL DATA, BENCH MARKS & COORDINATE TABLE 4 TYPICAL SECTIONS 5-9 w 3 SUMMARIES l< N p GRADING & SURFACING, ADDITIONAL GRADING & SURFACING 10 NEW CONCRETE CURB & GUTTER, NEW CONCRETE SIDEWALK, PAVEMENT MARKINGS, 11 REMOVE PAVEMENT MARKINGS, REMOVE CONCRETE MEDIAN CURB, REMOVE PAVEMENT BLUETOP STAKING, REMOVE OR ADJUST WATER VALVES & FIRE HYDRANTS IN PLACE 12 TO GRADE, TOPSOIL, NEW SOD & SEEDING, REMOVE TREES DRAINAGE STRUCTURES 13 DETAILS INTERSECTION DETAIL & INTERSECTING ROADWAY TRANSITION 14-16 IRRIGATION STRUCTURES 17 COMMERCIAL DRIVEWAY APPROACH, VALLEY GUTTER 18 CURB INLET & APRON, 36" STANDARD STORM DRAIN INLET 19 STANDARD STRAIGHT MANHOLE & FIRE HYDRANT LOCATION 20 PLAN & PROFILE 21-22 w • z SIGNING PLANS � & s1—ssLLJ i N a �w 0 c Z C ELECTRICAL PLANS El-E9 z p i 12 _ CROSS SECTIONS • Cl-c10 zo W j o RIGHT OF WAY PLANS ~ 3 N .. R1-R3 W y m v U' O w t w v`222D 4 '0 3 4 v N IL 00 � N f`'�J[6819L�� rn L.p 0 0 r rn v m • lc d • i Q � O = N W Z W NOTES WoM NZ w M N 10 C 0 Of Z Ld BASIS OF PLAN QUANTITIES UTILITIES MISC. TO BE MOVED OR REMOVED m ca m Z M in COMP. GRAVEL WEIGHT = 3,700 LBS. PER CU. YD. ALL CLEARANCES OR DEPTHS GIVEN FOR UTILITIES ARE FROM BY OTHERS BITUMINOUS MATERIAL = 8.5 LBS. PER GALLON THE EXISTING GROUNDLINE. NATURAL GAS FACILITIES IN PLACE rn Y COMP. WT. OF PL. MIX BIT. SURF. = 3,855 LBS. PER CU. YD. WITHIN THE CONSTRUCTION LIMITS SHALL BE ADJUSTED BY OTHERS ALL PRIVATELY OWNED SIGNS TO BE MOVED BY CONTRACTOR PLANT MIX BITUM. MATERIAL = 6% WT. OF PL. MIX MATERIAL AS NECESSARY TO AVOID CONFLICT WITH THE NEW ROADWAY. AND RESET BY OWNER. COST ABSORBED IN OTHER ITEMS. a o ALL PRIVATELY OWNED MAIL BOXES & STATE OWNED SIGNS a PRIME = 0.30 GALLONS PER SQ. YD. m TACK = 0.05 GALLONS PER SQ. YD. IN AREAS WHERE UNDERGROUND UTILITIES ARE SHOWN ON TO BE MOVED BY CONTRACTOR. SEAL = 0.40 GALLONS PER SQ. YD. PLAN & NEAR CONSTRUCTION ZONES, THE CONTRACTOR SHALL uj 3 FOG SEAL = 0.10 GALLONS PER SQ. YD. USE EXTREME CARE IN EXCAVATING & BACKFILLING OVER OR UNLESS OTHERWISE NOTED, ALL OTHER ITEMS WITHIN THE �z2z3tg2 R W AND OR CONSTRUCTION LIMITS WILL BE MOVED BY COVER = 25 LBS. PER SQ. YD. ADJACENT TO UNDERGROUND SERVICE LINES. THE CONTRACTOR / �A a z HYDRATED LIME = 1.5% WT. OF PL. MIX MATERIAL SHALL CONTACT THE OWNERS TO DETERMINE THE EXACT CONTRACTOR. AUG c~i� p LOCATION OF UTILITIES. SEE SECTION 107.19 OF THE STD. CLEARING AND GR UBBING SPECIFICATIONS. TREE TRIMMING TREES WILL BE TRIMMED BY CONTRACTOR DURING CONSTRUCTION. CLEARING AND GRUBBING TO BE ABSORBED IN THE UNIT APPROACHES (SEE SPECIAL PROVISIONS) PRICE BID FOR STREET EXCAVATION. ALL APPROACHES SHALL BE CONSTRUCTED USING THE SAME TYPICAL SECTION AS THE ROADWAY TO WHICH ACCESS IS R/W LIMITS ON PLANS SLOPES PROVIDED. SEE X-SECTIONS FOR CUT AND FILL SLOPE RATIO. NEW R/W LIMITS ON THE PROJECT ARE DEFINED FROM THE CONCRETE SIDEWALK PROJECTED CENTERLINES. (SEE PLAN & PROFILE SHEETS) EXISTING CURB AND GUTTER NEW CONCRETE SIDEWALK WIDTH TABLE DO NOT DISTURB THE COST OF REMOVAL OF EXISTING CURB AND GUTTER ROADWAY ___ STATION SIDE WIDTH SHALL NOT BE PAID SEPARATELY BUT SHALL BE INCLUDED BEG. END BLVD. SIDE. W. BABCOCK STA. 10+00 TO STA. 1 1+50 - IN THE UNIT PRICE BID FOR STREET EXCAV. W MAIN 358+00.9 360+40.75 LT 0' 7.5' SIX (6) MATURE EVERGREEN TREES LEFT AND W. MAIN 358+00.9 360+40.75 RT 0' 4.5' TWO (2) MATURE EVERGREEN TREES RIGHT W. MAIN 360+40.75 363+75 LT 20't 7.5'• RIGHT-OF-WAY w. MAIN 360+40.75 372+11.0 RT 3.5' 5.0' STREET EXCAVATION 23rd AVE. 19+23.52 20+13.52 RT 5.5' 5.0' • FOR ACCURATE RIGHT-OF-WAY LIMITS REFER TO THE 23rd AVE. 20+13.52 21+09.52 RT 5.5'-0' 5.0'-4.5' WILL BE MEASURED FROM BACK OF CURB TO BACK OF CURB W RIGHT-OF-WAY PLANS. 23rd AVE. 21+09.52 26+39.30 RT 0' 4.5' OR TO SHOULDER IF THERE IS NO CURB. THE EXISTING CURB z W. BABCOCK E 28+34.24 29+84.18 BOTH 5.5' 5.0' AND GUTTER INSIDE THE STREET EXCAVATION NEAT LINES WILL Z a • HAUL * WIDTH INCLUDES 4.5' OF EXIST. SIDEWALK AND 3' OF NEW SIDEWALK BE REMOVED AND THE COST INCLUDED IN STREET EXCAVATION. L HAUL WILL NOT BE PAID FOR SEPARATELY BUT ABSORBED ADJUSTMENT TO SIDEWALK AND/OR CURB GRADE MAY BE > N O IN OTHER ITEMS. DIRECTED BY THE ENGINEER TO MATCH EXISTING TOPO- DISPOSAL OF STREET EXCAVATION PLANT MIX o • GRAPHICAL FEATURES. THE CONTRACTOR WILL BE RESPONSIBLE FOR DISPOSING OF THE Z O _ WHEELCHAIR RAMPS WHERE NEW PAVEMENT OR DRIVEWAYS MEET EXISTING PLANT MIX MATERIAL REMOVED BY STREET EXCAVATION. THE COST • OF DISPOSING OF THE PLANT MIX MATERIAL WILL BE CONSIDERED Z SEE PLAN IMPROVEMENTS THE MATCH LINE WILL BE SAWED (OR BY USE _O W TO BE LOCATED AS DIRECTED BY THE ENGINEER. ( INCIDENTAL TO THE PAYMENT FOR STREET EXCAVATION. SHEETS AND INTERSECTION DETAIL SHEETS). TO BE INCLUDED IN OF OTHER MECHANICAL MEANS) TO A NEAT LINE AND DEPTH H 3 N THE BID PRICE FOR CURB AND GUTTER AND SIDEWALK. AS REQUIRED AS TO HAVE A SMOOTH AND NEAT FACE. W Y m f� NEW SIDEWALK SHALL BE CUT AT EXPANSION JOINTS TO Of 0 O SEE STANDARD DRAWING N0. 64. Of v • MATCH EXISTING SIDEWALK. Ld 2 i a Z DRAINAGE 3 DEPRESS ALL DROP INLETS 0.1' BELOW GUTTER GRADE • o � a v UNLESS OTHERWISE NOTED. SEE SPECIAL PROVISIONS. V ALL SPECIFICATIONS AND DIMENSIONS PERTAINING TO PIPE L • v d 'o 0 SHALL BE CHECKED IN THE FIELD BEFORE ORDERING. o a i o o rn � vi m IC 6 i` I Q ~O = N H N W Z W 2 Z Q LINEAR AND LEVEL DATUM N M N 'O C v LENGTH OF ROADWAY 94-306 2,760.25 FT. = 0.523 MI. w Z m a LENGTH OF STRUCTURE 94-306 0.00 FT. = 0.00 MI. Z N 2,760.25 FT. 0.523 MI. TOTAL LENGTH OF PROJECT 94-306 = uj CD C O U a o0 m m m COORDINATE TABLE W a 3 PROJECTED ("A) - WEST MAIN STREET a STATION NORTH EAST 0 BEARING SOURCE 350+00.00 11,906.10 39,624.76 358+00.9 12,497.61 40,164.67 ttx'�zs BEARINGS SHOWN ON THESL F l_„N' A'iL BASED ON MDT PROJ, NH 50-2(25)82 BOZEMAN-FJUR CORNERS 359+95.5 PC 12,641.37 40,295.89 pUG. MONUMENTS SET AT STA. 350+00, 50.0 RT.; AND 366+23.2 PI 13,104.95 40,719.03 STA. 358+00.9. 50.0' RT. BEARING IS N 42°-23'-20"E 371+78.6 PT 13,108.08 41,346.68 9�iq DISTANCE = 800.9' PROJECTED - 23RD AVENUE STATION NORTH EAST 19+23.52 12,016.92 40,189.33 20+74.82 PC 12,168.22 40,189.29 21+92.04 PI 12,285.54 40,189.26 LEVEL DATUM SOURCE 22+91.68 PT 12,354.17 40,284.41 23+62.65 PC 12,395.68 40,341.97 ELEVATIONS SHOWN ON IhLSL '-�A.NI, A ,'L DASLIJ ON 25+13.33 PI 12,483.88 40,464.26 MDT 2" ALUMINUM CAP W/ DECAL MARI,ED "STA. 358+00.9 50.00 FT. RT. END PROJECT', FROM MLT PROJ. NH 50-2(25)82 25+99.50 PT 12,606.17 40,376.06 • BOZEMAN-FOUR CORNERS; LOCATFO ABOUT 60' SOUTHEAST OF THE 26+39.30 12,638.46 40,352.77 W z EXISTING INTERSECTION OF WEST MAIN TREET AND 23RD AVENUE 26+83.50 12,674.30 40,326.92 Z ELEV. = 4,827.01' PROJECTED - W BABCOCK (W OF MAIN) g m W 04 STATION NORTH EAST O a C 10+00.00 12,785.00 39,935.40 of v t 12+10.00 PC 12,788.70 40,145.37 �_ Z o _ BENCH MARKS 12+66.19 PI 12,789.81 40,208.14 Z O 13+28.97 PT 12,746.05 40,253.14 3 N ,r NAINIINE �I'IiJJ. CI:NTb LINE) 3 13+88.38 12,704.63 40,295.73 W Y m O STATION LOCATION DF SCRIPTION ELEVATION o m O _ 14+31.88 12,674.30 40,326.92 O v 350+00 50.0' LT. MDT 2" ALUMINUM CAP 4,832.92' w F- 350+00 50.0' RT. MDT 2" ALUMINUM CAP 4,835.81' PROJECTED - W BABCOCK (E OF MAIN) Z f- m �{ 358+00.9 50.0' RT. MDT 2" ALUMINUM CAP 4,827.01' STATION NORTH EAST 3 W BABCOCK NAIL - 1/16 CORNER 4,821.26' 27+69,34 12,884.70 40,585.66 a V W BABCOCK FLAGGFC MASONRY NAIL 4,819.73' 28+12.84 12,847.98 40,608.99 ` O t o 0 U N IL 28+19.35 PC 12,842.49 40,612.48 a o 0 o 28+88.79 PI 12,783.86 40,649.72 m 0 � 3 29+46.11 PT 12,784.53 40,719.15 z O o I i = N TYPICAL SECTION NO. 1 (23rd Avenue) W STA. 19+23.52 MATCH EXISTING Z) Z 6789� STA. 19+23.52 TO 20+13.52 TRANS. TO TYP. #2 j iz '� a RAM Qd+ c 4 e��a 18.5' 8 ' V �xxx 1.0 2.0' 33.0' PRIME, TACK, SEAL & COVER _ 2.0' 5.5' 5.0' 1.0: 0 ft 4.5' 12.0' 12.0' 4.5' w Z 7 m < PR\F S BAR/E' Z o w NEW ROADWAY / � Y 0.30' PL. MIX BIT. SURF., OR. D O 0.15' CR. TOP SURF. TYPE A, GR. 2 d 1.50' CR. BASE CRS. TYPE A, OR. 5 .02 FT./FT. .02 FT./FT. �a1 H Z N O QUANTITIES GRAVEL BITUMINOUS MATERIAL SLOPE SELECTION TABLE MIX c TOP CR. BASE UNIT COVER BIT. S SURF. SURF. CRS. UNIT PL. MIX PRIME TACK SEAL OR. D TP.A/GR.2 TP.A/GR.S CUT SLOPES 0'-5' 5:1 CUT DEPTH AT 5'-10' 4:1 ARCA SO. FT. 9.9 5.0 55.5 SO. YDS, PER STA. 366.7 366.7 366.7 SLOPE STAKE 10' + 3:1 OU. YDS. PER STA. 36.7 18.3 205.6 TONS PER STA. 4.24 0.47 0.62 IONS PER STA. 4.6 70.7 GALS. PER '7A 18.3 FILL SLOPES 0'-10, 6:1 - FILL DEPTH AT 10'-20' 4:1 SLOPE STAKE 20' + 3:1 TYPICAL SECTION NO. 2 (23rd Avenue) STA. 20+13.52 TO 21+09.52 TRANS. TO TYP. #3 23.`.' I_ 23.5' W 2.0' 5.5' S.0' 1.0' 0 2 0 43.0' PRIME, TACK, SEAL & COVER z WZ 12.0' 12.0' MEDIAN 12.0' 3.5' > 7 - % w a �gRiFS > N NEW ROADWAY 0.30' PL. MIX BIT. SURF., OR. D 0.15' CR. TOP SURF. TYPE A. OR. 2 1.50' CR. BASE CRS. TYPE A, OR. 5 • 0.02 FT./FT. Z H - 0.02 FT./FT. O W • H 3 La fa �' w o 0 Y m 0 0 Uj H � S QUANTITIES w GRAVEL BITUMINOUS MATERIAL a PL. MIX CR. TOP CR. BASE 0 • L 0 UNIT COVER BIT. SURF, SURF. CRS. UNIT PL. MIX PRIME TACK SEAL y N o IL OR. D TP.A/GR.2 TP.A/GR.5 0 o •+ 12.9 6.5 70.5 SQ. YDS. PER STA. 477.8 477.8 477.8 I rn �` oLOlFA SQ. FT.C. YDS. PER STA. 47.8 23.9 261.1 TONS PER STA. 5.53 0.61 0.81 C.NS PER STA. 6.0 92.1 GALS. PER STA. 28.9 ' IE SS I I TYPICAL SECTION NO. 3 (23rd Avenue) N 0 w N F = N STA. 21+09.52 TO 22+91.68 j STA. 22+91.68 TO 23+62.65 TRANS. TO TYP. #4 Z rW' 0 a N z O 23.5' 1 35.5' - w N 1.0 2.0' 55.0' PRIME, TACK, SEAL & COVER 2.0' 4.i, 12.0' C O 12.0' 12.0' 12.0' m Z s a :- lgRFs Z o I(L NEW ROADWAY M w 3 0.30' PL. MIX BIT. SURF., GR. D w rn 0.15' CR. TOP SURF, TYPE A, GR. 2 LLI d U 1.50' CR. BASE CRS. TYPE A, GR. 5 - 0.02 FT./FT. 0.02 FT./FT.- m F N w 3 O QUANTITIES � GRAVEL BITUMINOUS MATERIAL SLOPE SELECTION TABLE PL. MIX CR. TOP CR. BASE UNIT COVER BIT. SURF. SURF. CRS. UNIT PL. MIX PRIME TACK SEAL CUT SLOPES 0'-5' 5:1 GR. D TP.A/GR.2 TP.A/GR.5 �esror2 U DEPTH AT 5'-10' 4:1 ARIA S0. FT. 16.5 8.3 88.5 S0. YDS. PER STA. 611.1 611.1 611.1 SLOPE STAKE 10' + 3:1 CU YDS. PER STA. 61.1 30.6 327.8 TONS PER STA. 7.07 0.78 1.04 5� FILL SLOPES 0'-10' 6:1 TOf.S PER STA. 7.6 117.8 GALS. PER STA. 30.6 T.FILL DEPTH AT 10'-20' 4:1 SLOPE STAKE 20' + 3:1 TYPICAL SECTION NO. 4 (23rd Avenue) STA. 23+62.65 TO 26+39.30 Zb. _ 38.5' • C 2.0 61.0' k;RwE, TACK, SEAL & COVER Li 4.5' 1.0' Li 6.5' 6.5' 12.0' 12.0' 12.0' 12.0' Z I Z a • ARFS W M x i NEW ROADWAY N w 0.30' PL. MIX BIT. SURF., GR. D a o O'15' CR, TOP SURF. TYPE A, GR. 2LLI Z O 1.50' CR. BASE CRS. TYPE A, GR. 5 40 0.02 FT./FT. 0.01 FT./FT. Z LU 3w U o 4 (W o m O QUANTITIES Li ~ GRAVEL ~ 3 BITUMINOUS MATERIAL � w PL. MIX CR. TOP CR. BASE a UNIT COVER BIT. SURF. SURF. CRS. UNIT PL. MIX PRIME TACK SEAL 0 _ GR. D TP.A/GR.2 TP.A/GR.5 r N y v IL AREA SO. FT. 18.3 9.2 97.5 SO. YDS. PER STA. 677.8 677.8 677.8 6 o w CU. ''DS. PER STA. 67.8 33.9 361.1 TONS PER STA. 7.84 0.86 1.15 n o � TONS PER STA. 8.5 130.6 a v GALS. PER STA. 33 9 m _ � 3 E mc i TYPICAL SECTION NO. 5 (West Babcock W of Main) o N STA. 10+00.00 MATCH EXISTING W STA. 10+00.00 TO 10+24.00 TRANS. TO TYP. #6 Z = z a V) 0 17.5' I 17.5' -- N 1.0 F2.0' 31.0' PRIME, TACK, SEAL & COVER 2.0' .0' c o 12.0' 12.0' 3.5' w Z J PRIES L m AR�FS Z o F -.� ZLu Lj M (n NEW ROADWAY U $ 0.30' PL. MIX BIT. SURF., GR. D O O) U 0.15' CR. TOP SURF. TYPE A, GR. 2 a U LLI 1.30' CR. BASE CRS. TYPE A, GR. 5 0.02 FT./FT. 0.02 FT./FT.- m a 3 a z QUANTITIES N �O GRAVEL BITUMINOUS MATERIAL SLOPE SELECTION TABLE PL. MIX CR. TOP CR. BASE UNIT COVER BIT. SURF, SURF. CRS. UNIT PL. MIX PRIME TACK SEAL CUT SLOPES 0'-5' 5:1 GR. D TP.A/GR.2 TP.A/GR.5 CUT DEPTH AT 4:1 10' + SLOPE STAKE 10' 3:1 ARI A SO. FT. 9.3 4.7 45.5 SO. YDS. PER STA. 344.4 344.4 344.4 Cu. YDS. PER STA. 34.4 17.2 168.5 TONS PER STA. 3.98 0.44 0.59 FILL SLOPES 0'-10, 6:1 rOr.S PER STA. 4.3 66.4 GALS. PER STA. 172 FILL DEPTH AT 10'-20' 4:1 SLOPE STAKE 20' + 3:1 TYPICAL SECTION NO. 6 (West Babcock W of Main) STA. 10+24.00 TO 11+14.00 TRANS. TO TYP. #7 zu.5' 1.0 2.0y 37.0' PRIME TACK SEAL & COVER 2.0' 0' LLJ 6.5' 12.0' - I Z 12.0' ~{ z Q j� PgRieS LJLIJ M N � NEW ROADWAY 0.30' PL. MIX BIT. SURF., GR. D d o • 10.15' CR. TOP SURF. TYPE A, GR. 2 1.30' CR. BASE CRS. TYPE A, GR. 5 z 0 0 _ 0.02 FT. FT. 0.02 FT. FT. -- • z � � • 0 3 W • W 0 m v 0 0 m M QUANTITIES 6 z i� ~ GRAVEL W BITUMINOUS MATERIAL A 3 a PL. MIX CR. TOP CR. BASE od v UNIT COVER BIT. SURF, SURF. CRS. UNIT PL. MIX PRIME TACK SEAL t1 GR. D TP.A/GR.2 TP.A/GR.5 s v°c y d AREA SO. FT. 11.1 5.6 53.3 SO. YDS. PER STA. 411.1 411.1 411.1 01 o CU. `DS. PER STA. 41.1 20.6 197.4 TONS PER STA. 4.75 0.52 1 �' o° low- TONS PER STA. 5.1 79.2 0.70 rn v 3 L GALS. PER STA. 20.6 I I TYPICAL SECTION NO. 7 (West Babcock W of Main) 0 � N o = w STA. 1 1+14.00 TO 13+88.38 Z) z w = z °° a � o - M N 26.5' I 26.5' c 1.0 F ' 49.0' PRIME, TACK, SEAL & COVEl- - 2.0 .0' o 6.5' 12.0' 12.0' 12.0' 6.5' I Ld m 71 z M w 3 NEW ROADWAY > 0.30' PL. MIX BIT. SURF., GR. D d 0.15' CR. TOP SURF. TYPE A, GR. 2 1.30' DR. BASE CRS. TYPE A, GR. 5 -0.02 FT. FT. 0.02 FT./FT.- FF w ZQ 3 H QQF � Z 1n O QUANTITIES GRAVEL BITUMINOUS MATERIAL IT . MIX CR. TOP CR. BASE SLOPE SELECTION TABLE UNIT COVER BIT. SURF. SURF. CRS. UNIT PL. MIX PRIME TACK SEAL S CUT SLOPES 0'-5 GR. D TP.A/GR.2 TP.A/GR.S ' CUT DEPTH AT 5'-10' 4:1:1 AZEA SO. FT. 14.7 7.4 68.9 SQ. YDS. PER STA. 544.4 544.4 544.4 SLOPE STAKE 10' + 3:1 C J. YDS. PER STA. 54.4 27.2 255.2 TONS PER STA. 6.30 0.69 0.93 1 )NS PER STA. 8 104,G GALS. PER STA. 27.2 FILL SLOPES 0'-10, 6:1 FILL DEPTH AT 10'-20' 4:1 9 do SLOPE STAKE 20' + 3:1 G TYPICAL SECTION NO. 8 (West Babcock E of Main) STA. 28+12.84 TO 29+46.11 STA. 29+46.11 MATCH EXISTING 18.5' 1 18.5' w 1.0' 5.0' 5.5' 2.0' 33.0' PRIME, TACK, SEAL & COVER 2.0' 5.5' 5.0' 1.0' izW Z 4.5' 12.0' 12.0' 4.5' > Q • % Ld o H �qRi FS LLI pq N w O c • NEW ROADWAY �' o 0.30' PL. MIX BIT. SURF., GR. D 0.15' CR. TOP SURF. TYPE A, GR. 2 a _ 1.50' CR. BASE CRS. TYPE A, GR. 5 7c Z 0.02 FT./FT. 0.02 FT./FT. O g 3N .. LIj L) Y m p v O ui 2 • QUANTITIES Z w GRAVEL BITUMINOUS MATERIAL a PL. MIX CR. TOP CR. BASE v UNIT COVER BIT. SURF. SURF. CRS. UNIT PL. MIX PRIME TACK SEAL s ° U N IL DR. D TP.A/GR.2 TP.A/GR.5 a o 0 0 i REA SQ. FT. 9.9 5.0 55.5 SO. YDS. PER STA. 366.7 366.7 366.7 °° o ` U. YDS. PER STA. 36.7 18.3 205.6 TONS PER STA. 4.24 0.47 0.62 .. > 0: DNS PER STA. 4.6 70.7 GALS. PER STA. 18.3 5 " 'i§• IC LL � � • I i TYPICAL SECTION NO. 9 (West Main to 23rd Avenue One—Way) N � N7 w STA. 358+48.39 TO 360+08.96 z w C5 a N Z Q N 1 1.5' 14.5' v c 1.0 2.0' 22 u' PRIME, TACK, SEAL & COVER 12.0' 6.5, I w Z m ¢ 0 w 3 CL NEW ROADWAY LLJ 0) 0,30' PL. MIX BIT. SURF., GR. D LLI O 0.15' CR. TOP SURF, TYPE A, GR. 2 d m 1.50, CR. BASE CRS. TYPE A, GR. 5 0.02 FT./FT. m r - w 3 (n O QUANTITIES GRAVEL BITUMINOUS MATERIAL SLOPE SELECTION TABLE MIX c TOP CR. BASE UNIT COVER BIT. S SURF. SURF. CRS. UNIT PL. MIX PRIME TACK SEAL -- GR. D TP.A/GR.2 TP.A/GR.5 CUT SLOPES 0'-5' 5:1 - CUT DEPTH AT 5'-10' 4:1 A,'.EA SQ. FT. 6.6 3.3 39.0 SO. YDS. PER STA. 244.4 244.4 244.4 SLOPE STAKE 10' + 3:1 C J. YDS. PER STA. 24.4 12.2 144.4 TONS PER STA. 2.83 0.31 0.42 P,NS PER STA. 3.1 47.1 GALS. PER STA. 12.2 FILL SLOPES 0'-10, 6:1 FILL DEPTH AT 10'-20' 4:1 SLOPE STAKE 20' + 3:1 nss> 3 • w Z LLI ¢ LLI M O N v C d o • O L pz 3 N 00 U 0 4 m W 0 O ft� U LJ � Z ~ LLJ 3 o � a v c . L O V W IL'D O 0 0 c O M O U1 m 0 iJ ~ N O = N W D Z W w O G SUMMARY N Zcrto N c C O GRADING SURFACING Of CUBIC YARDS LINEAR FEET TONS AGGREGATE BITUMINOUS MATERIAL m STATION REMARKS HYDR. PLANT MIX COVER CUBIC YARDS TONS GALS Z p w STREET EMB.+ WASTE BORROW STATION r� EXCAV. FOR LIME BIT. SURF. MAT'L CR. TOP CR. BASE PL. MIX. PRIME SEAL TACK REMARKS 19+23.52 GROSS NET + - SURF. CRS. 85-100 MC-70 CRS-2 SS-1 obi Y GR. D GR. 4A TYPE A TYPE A LATEX 286 9 277 0 23rd AVE. GR. 2 GR. 5 MODIFIED 20+13.52 FROM TO °� m 364 4 360 0 23rd AVE. 19+23.52 20+13.52 90.00 90.00 1.1 73 4.8 19 210 4.4 0.5 0.6 21 23rd AVE Trans T 1 to T 2 m 21+09.52 20+13.52 21+09.52 96.00 96.00 1.5 101 6.5 26 283 6.0 0.7 0.9 29 23rd AVE Trans T 2 to T p3 m 881 24 857 0 23rd AVE. 21+09.52 22+91.68 182.16 182.16 3.2 215 13.8 56 597 12.9 1.4 1.9 56 23rd AVE T 3 H 22+91.68 22+91.68 23+62.65 70.97 70.97 1.3 88 5.7 23 244 5.3 0.6 0.8 23 23rd AVE Trana T p3 to T 4 3 270 54 216 0 23rd AVE. 23+62.65 26+39.30 276.65 246.75 5.4 361 23.5 94 999 21.6 2.4 3.1 94 23rd AVE T 4 23+62.65 1106 208 898 0 23rd AVE. 10+00 10+24 24.00 24.00 0.3 17 1.1 5 44 1.0 0.1 0.2 5 W BAB Trans T 5 to T B 26+39.30 10+24 11+14 90.00 90.00 1.2 83 5.4 22 204 5.0 0.5 0.7 22 W BAB Trans Typ6 to Typ7 11+14 13+88.38 274.36 224.77 4.3 288 18.7 74 701 17.3 1.9 2.6 74 W BAB T 7 10+00 56 12 44 0 W. BABCOCK (W) 28+12.84 28+46.11 133.27 21.90 1.4 94 6.1 24 274 5.6 0.6 0.8 24 W BAB(E) T 8 10+24 - - 204 41 163 0 W. BABCOCK (W 358+68.07 359+88.73 120.66 120.66 0.9 57 3.7 15 174 3.4 0.3 0.5 15 WM 23 ONE-WAY T 9 11+14 - 379 650 0 271 W. BABCOCK W 13+88.38 34 ADD'L. SURF. 2.0 123 2.4 34 355 7.6 0.9 0.4 28+12.84 476 14 462 0 W. BABCOCK E TOTAL 1380.75 1380.75 22.6 1500 91.7 392 4085 90.1 9.9 12.5 397 gt s� 29+46.11 Fa v 358+48.39 ADDITIONAL SURFACING (INCLUDED IN SURFACING QUANTITIES) 382 31 351 0 W MAIN/23rd ONE-WAY 360+08.96 LINEAR FEET TONS AGGREGATE BITUMINOUS MATERIAL HYDR. PLANT MIX COVER CUBIC YARDS TONS GALS. 193 21 172 0 ADD'L GRAD. STATION FOR LIME BIT. SURF. MAT'L CR. TOP CR. BASE PL. MIX. PRIME SEAL TACK REMARK GROSS NET + - SURF. CRS. 85-100 MC-70 CRS-2 SS-1 GR. D GR. 4A TYPE A TYPE A LATEX TOTAL 4597 * * * FROM TO GR. 2 GR. 5 MODIFIED * FOR INFORMATION ONLY 20+59.82 0.3 22 _ _ 6 58 1.3 0.2 6 23rd AVE. Priv. p. RT 23+40.06 0.2 10 0.5 3 39 0.6 0.1 0.1 3 23rd AVE. Publ. App. LT • ADDITIONAL GRADING (INCLUDED IN GRADING QUANTITIES) 10+63.13 0.1 4 1 8 0.2 0.0 1 W BABCOCK Priv. App. RT 11+47.16 0.2 13 3 29 0.8 0.1 3 W BABCOCK Priv. A . LT j CUBIC YARDS 0.2 13 3 30 0.8 0.1 3 W BABCOCK Priv. Ap . RT Z 11+63.09 ~ � • STATION STREET , REMARKS 12+44.78 0.5 30 8 67 1.8 0.2 8 W BABCOCK Priv. App. LT Z Q EXCAV. EMB.+ WASTE *BORROW 28+80.98 0.0 0 0 0 0.0 0.0 0 W BAB. (E Priv. p. RT Ld o 29+80.47 0.0 0 0 0 0.0 0.0 0 W BAB. (E) Priv. App. RT W M N 20+59.82 104 0 104 0 23rd rivate04 0 23rd AVE.AVE• Private App• RTRT 26+09.40 26+39.30 0.1 5 0.3 1 20 0.3 0.0 0.0 1 23rd Curb Return ® WM C 13+38.77 13+88.38 0.2 16 1.0 4 47 0.9 0.1 0.1 4 WB Curb Retums ® WM o 10+63.13 11 0 11 0 W BABCOCK Private App. RT 28+12.84 28+34.74 0.0 0 0.0 0 27 0.0 0.0 0.0 0 WB(E) Curb Returns O WM d Z oO 358+00.90 358+68.07 0.2 10 0.6 3 30 0.6 0.1 0.1 3 WM 230W Curb R:etjurnsO11+47.16 18 0 18 0 W BABCOCK Private App. LT Z N 11+63.09 25 0 25 0 W BABCOCK Private A RT W TOTAL 24 4 0.9 I- 3 N 2.0 123 •' m 12+44.78 8 21 0 13 W BABCOCK Private App. LT W ][ 28+80.98 20 0 20 0 W BAB. E) Private . RT LLI V 0 29+49.47 7 0 7 0 W BAB. (E) Private App__RT Z S - W �!{ 3 4 o � 0 TOTAL 193 ► • 0 • FOR INFORMATION ONLY °m IL o rn a o m� vi 3 0 a: � � a I N H y W = Z SUMMARY 1n A C4 N C . NEW CONCRETE CURB & GUTTER (SEE STANDARD DRAWING N0. 66 & DETAIL N0. 4) NEW SIDEWALK*(SEE STANDARD DRAWINGS NO. 64 & 65) w LINEAR FEET SQUARE YARDS S0. YDS. SQUARE YARDS NEW 4' CONCRETE SIDEWALK SQ. YDS. NEW SQ. YDS. NEW STATION 6" CONC. SIDE. CONC. APRON � CURB & GUTTER VALLEY GUTTER REMARKS REMOVE 3.0' WIDTH 4.5' WIDTH 5.0' WIDTH 7.5' WIDTH 5.0' WIDTH 5 REMARKS Z t0 STATION FROM TO LEFT RIGHT LEFT RIGHT FROM TO SIDEWALK LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT �- M W 19+23.52 22+91.68 390.0 331.8 23rd AVE.-Intl. 35.3' I aydown Curb (+ 358+00.9 360+40.75 110.9 167.E - W. MAIN-Intl. Approach Curb Radii LJ 0 Y 22+91.68 23+65.63 48.6 71.0 18.0 23rd AVE-Incl. 1-15VR & 1-2'R �+ 360+40,75 363+75.0 155.9 27.9 150.2 W. MAIN-Intl. Approach Curb Radii 23+65.63 "13+38.77 203.4 306.4 23rd AVE. Q+ 363+75.0 372+11.0 437.5 W. MAIN-Intl. Approach Curb Radii a U + 26+09.40 28.9 91.4 23rd AVE-Incl. 1-10'R, 1-40'R & 1-33.7' Ext. 23rd AVE. -- 19+23.52 20+39.82 64.5 m 20+39.82 20+79.82 20.8 20.0 23rd AVE.-4.5-5.0' Width Transition 10+00 360.E 308.7 W BAB-Incl. 135.1' Loydown Curb 23rd AVE. + 13+38.77 13+88.36 92.6 71.0 W BAB-Incl. 1-50'R, 1-40'R & 1-16.5' Ext. 20+79.82 26+09.40 276•8 3 + 28+12.84 28+51.34 84.6 56.0 37.1 W BAB(E)-Incl. 2-25'R & 1-38.1' Ext, 28+51.34 29+46.11 48.3 50.9 22.0 28.7 W. BABCOCK E 28+51.34 29+46.11 81.1 108.5 W BAB(E)-Incl. 37.4' Loydown Curb ~ + 358+48.39 358+68.07 4.5 53.6 WM/23 OW-Incl. 1-2'R, 1-45'R & 1-10.6' Ext. 358+68.07 360+08.96 138.3 114.1 W MAIN/23rd ONE-WAY TOTAL 276.8 48.3 115.4 42.8 48.7 LOTHER QUANTITIES 155.9 136.8 587.7 167.6 + 358+68.0 5.0 West Main St. • SEE PLAN & INTERSECTION DETAIL SHEETS FOR LOCATIONS OF WHEELCHAIR RAMPS. Q+ QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. TOTAL 1222.0 1 1240.5 1 18.0 + OTHER QUANTITIES 1 215.E 1 272.0 1 37.1 PAVEMENT MARKINGS • DOES NOT INCLUDE QUANTITIES FOR NEW CURB & GUTTER ALONG WEST MAIN AT THE EXISTING 23rd AVENUE APPROACH (TO BE ABANDONED). THESE QUANTITIES ARE SUMMARIZED IN THE BOZEMAN-FOUR CORNERS PROJECT. TOTAL OTHER INTERIM FINAL r Q+ QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. UNIT APPLICATION APPLICATION ER QUANTITIES at SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. YELLOW PAINT - GALS. 12 12 WHITE PAINT - GALS. 10 10 sFP WORDS & SYMBOLS PAINT - GALS. C"4 REMOVE CONCRETE MEDIAN CURB CURB MARKINGS - YELLOW PAINT - GALS. YELLOW PLASTIC 4 INCH - LIN. FT. 1507 1507 STATION •• LINEAR FEET WHITE PLASTIC 4 INCH - LIN. FT. 1456 1456 FROM TO REMOVE MEDIAN CURB REMARKS WHITE PLASTIC 8 INCH - LIN. FT. 2279 629 1650 WHITE PLASTIC 24 INCH - LIN. FT. 252 25 227 21+66.35_ 22+36.13 _ 144 Center Median Exist. 23rd Ave. WORDS & SYMBOLS WHITE PLASTIC - SQ. FT. 811 390 421 22+64.24 22+89.61 180 Center Median Approach to W Main 22+87.37 23+57.47 144 Center Median Exist. W. Bob. E) • ++ QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. w SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. y Z TOTAL 468 + SEE SPECIAL PROVISIONS ~ > • •. W STATIONING ALONG EXISTING 23RD AVENUE/WEST BABCOCK REMOVE PAVEMENT MARKINGS W N u O REMOVE EXISTING PAVEMENT' UNIT TOTAL OTHER of p QUANTITIES d Z O STATION •• SQUARE YARDS REMOVE WORDS & SYMBOLS PAINT - SO. FT. 141 - FROM TO REMOVE PAVEMENT REMARKS REMOVE 4 INCH STRIPING - PLASTIC - LIN. FT. 1328 • 22+92.30 23+69.15 422 Mainline Exist. 23rd Ave.*** REMOVE PAINT STRIPING - LIN. FT. 1166 Z 0 O w 24+12.75 25+13.63 378 Mainline Exist. W. Bab.. W. Bab. (E)_ - ~ 3 N 45 25+99.56 27+84.30 700 Mainline Exist. W. Bob. E N 0O 0 225+99 LT 172 Exist. W. Bab. E Approach to W Main (+ QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. 0 SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. W 0 M TOTAL 1672 Zrn + SEE SPECIAL PROVISIONS FOR PAVEMENT DISPOSAL *s STATIONING ALONG EXISTING 23RD AVENUE/WEST BABCOCK U uJ 3. **• INCLUDES EXISTING 23RD AVENUE APPROACH TO WEST MAIN. QUANTITIES FOR NEW CURB & GUTTER ALONG WEST MAIN FOR THIS LOCATION ARE INCLUDED 0 IN SUMMARY SHEETS FOR THE BOZEMAN-FOUR CORNERS PROJECT. 0 0 t a O � 3 O 0 op r� 0 rn vi m 0 � 3 � 0 a8 I i J N 0 � N W,N to w D Z w SUMMARY � N Q = z w N U BLUETOP STAKING REMOVE OR ADJUST WATER VALVES & FIRE HYDRANTS IN PLACE TO GRADE REMOVE TREES - LUMP SUM • ° ft� z STATION COURSE EACH STATION ui LUMP "" m REMARKS STATION REMARKS FROM TO MILE WATER VALVE FIRE HYDRANT REMARKS FROM TO SUM Z 00 N 194-23.52 20+13.52 0.02 SUBGRADE - 23RD AVE. 12+13.86 RT._- W BABCOCK M w LEFT RIGHT LEFT RIGHT 3 19+23.52 20+13.52 0.02 BASE COURSE - 23RD AVE- 12+19.02 LT. - W BABCOCK U d 19+46.37 1 4�.)8' 1-1 - 23rd AVE. w l rn 20+13.52 21+09.52 0.03 SUBGRADE - 23RD AVE. - Y - - ---- - 20+13.52 21+09.52 0.03 BASE COURSE - 23RD AVE 12+20.65 9.23' RT - W BABCOCK _ _ a o - -- - - 21+09.52 26+39.30 0.20 SUBGRADE - 23RD AVE T - W BABCOCK AVE. 12+57.52 3'.77' R 21+09.52 26+39.30 0.20 BASE COURSE - 23RD AVE m - - - - 12+_6_2.9.9 17 02' LT - W BAB: ADJUST TO'GRADE_ m 10+00 10+24 0.01 _ SUBGRADE - W. BABCOCK 29+30.44 14 69' LT - W BAB(E): RELOCATE uj 10+00 10+24 0.01 BASE COURSE - W. BABCOCK TO STA. 29+02.05, 21.5' LT* Q � 10+24 11+14 0.02 SUBGRADE - W. BABCOCK - ---- TOTAL 1 w z 10+24 11+14 _6.02_ BASE COURSE - W. BABCO_C_K s INCLUDES TREE STUMPS (SEE SPECIAL PROVISIONS) Q ;!c 11+ 88 14 13+ .38 0.08 SUBGRADE - W. BABCOCK TOTAL 1 2 2 rs SEE NOTES FOR TREES NOT TO BE DISTURBED N ZO 1+14 13+88.38 0.08 BASE COURSE - W. BABCOCK + SEE PLAN SHEETS AND DETAIL NO. 8 FOR NEW HYDRANT LOCATION. 28+12.84 29+46.11 0.03 SUBGRADE - W. BABCOCK (E� 28+12.84 29+46.11 0.03 BASE COURSE - W. BABCOCK (E) 358+48.39 360+08.96 0.02 SUBGRADE - WM/23RD OIVE-WAY TOPSOIL, SEEDING & FERTILIZING (SEE SPECIAL PROVISIONS) 358+48.39 360+0IK96 0.02 BASE COURSE _ WM/23RD ONE-WAY ACRES CU. YARDS ACRES STATION AREA SEED FERTILIZER CONDITION REMARKS FROM TO TOPSOIL'" SEEDBED N0. 1 N0. 2 NO. 1 NO. 2 N0. 1 N0. 2 TOTAL 0.82 0+ 358+00.9 360+40.75 u 1 0.1 u. 25 0.1 W. MAIN (Incl. approach curb radii) 0+ 358+40.75 363+75 0.1 0.1 0.1 49 0.1 W. MAIN (Incl. approach curb radii) _ 0+ 363+75 372+11.0 0.1 0.1 0.1 49 0.1 W. MAIN (Incl. approach curb radii) 19+23.52 26+39.30 0.2 0.2 0.2 81 0.2 23RD AVENUE 10+00 13+88.38 0.2 0.2 0.2 84 0.2 W. BABCOCK (W)_ 28+12.84 29+46.11 0.0 0.0 0.0 _ 20 0.0 W. BABCOCK (E) ��181920z��rd 358+48.39 360+08.96 0.0 0.0 0.0 15 0.0 W. MAIN/23RD AVE. ONE-WAY N A 22+92.3 23+69.15* 0.1 0.1 0.1 47 0.1 MAINLINE EXIST. 23RD AVE. 24+12.75 25+13.63* 0.1 0.1 0.1 42 0.1 MAINLINE EXIST. W. BABCOCK E sbe211¢oEa 25+99.56 27+84.,CO* 0.1 0.1 0.1 78 0.1 MAINLINE EXIST. W. BABCOCK LE) • 0.0 0.0 0.0 19 0.0 EXIST. W. BABCOCK(E) Approach to W Main TOTAL 0.7 0.7 0.7 386 0.7 W + OTHER QUANTITIES 1 0.3 0.3 0.3 124 0.3 z * STATIONING ALONG EXISTING 23RD AVENUE WEST BABCOCK w *• TO BE FURNISHED BY CONTRACTOR. z a (D QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. LLJ 0 SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. j N 0 o W I H 3 N +� 0 oLLJ A (n o m 0 LLJ Q' U Z N W v 3 4 o � d V V L N • a V O o C O +� M O o ao 0 m 3 a 0 dc LU g i F� Q W N = N 0 N W Z �i O ►� Q SUMMARY N Z N N C O DRAINAGE STRUCTURES LU z LIN. FT. NEW IRRIG. NEW CURB INLET NEW MANHOLE EACH CU. YDS. LUMP SUM EACH EACH M Q MODIFY/ = o F- STATION 36' STANDARD STD. STRAIGHT REMOVE CULV. BEDDING RIPRAP PLUG & REMOVE NEW CONCRETE REMARKS Z I� w 12` 15" 18" 18x29" 30` 18x48" DETAIL NO. 6 DETAIL NO. 7 CURB INLET/ EXCAV. MATERIAL ABANDON CONCRETE IRRIGATION CATCH BASIN CLASS II STORM IRRIGATION STRUCTURES RCP RCP RCP RCPA CMP RCP Box IRR. IRR. IRR. IRR. IRR. IRR. MANHOLE STRUCTURES DETAILS NO. 1&2 0 rn 0O FROM TO LT. ;T. 48" 60` LT. RT. 2 U +Q 358+68 - W. MAIN ST.-Type 1 Curb Inlet-Std, Dwg. No. 54 m +Q 358+68 359+12.2 56 W. MAIN-New Curb Inlet 45.0' LT to Exist. Storm_ Drain Outlet 78.0' LT m 22+01.05 1 23rd AVE.-Plug & Abandon 12" Inlet Only 22+04.22 - 23rd AVE.-Exist._Lines to be Plugged w/ Concrete a 22+10.05 1 23rd AVE.-Exist. Lines to be Plugged w/ Concrete F 22+76.97 - - - 1 23rd AVE. - LT N O 22+76.97 22+91.68 4Q 23rd AVE.-New Curb Inlet 21.50' LT to Manhole_57.93' LT 22+91.68 56 23rd AVE.-New Curb Inlet 33.50' RT to New Curb Inlet 21.50' LT 24+75.39 1 23rd AVE.-Remove Catch Basin-Exist. Line to be Plugged w Concrete 24+74.5 24+85.8 23rd AVE.-Exist. Storm Drain 44.0' RT to Exist. Storm_ Drain 32.0' LT 26+30.95 23rd AVE. - LT _ 26+30.95 26+52.76 138 _ 23rd AVE.-New Curb Inlet 31.18' LT to Exist. Curb Inlet 104.99' RT 9+79.32 10+00 10 W. BABCOCK - LT 11+69.68 11+80.15 i W. BABCOCK-Add S. Wall, Partial Cover & N. Retain. Wall 11+88.06 1 W. BABCOCK - RT - Remove 11+79.47 11+79.48 1 + d.8.08 jF W. BAB-End Storm Pipe 22.56' RT to New Irrig. Struct. 39.72 RT 12++10.07 12+21.62 1 W. BABCOCK - RT 12+14.08 12+19.05 _ 1 W. BABCOCK - LT 12+15.74 12+16.37 7!` ?3 W. BAB-New Irrig. Struct. 37.13' LT to New Irrig. Struct. 33.09' RT 12+17.00 12+23.87 1 W. BABCOCK - LT - Remove 12+17.89 12+19.16 8 3 _ W. BAB-New Irrig. Struct._39.18' LT to Exist. Storm Pipe 45.18' LT �45 12+18.97 12+22.08 _ 4 1 _ W. BAB-New Irrig. Struct. 35.46' LT to Exist rm_. Sto Pipe 35.90' LT SFp ' 12+47.43 12+53.01 14 5 _ W. BAB-End Storm Pipe 27.06' RT to New Ditch 40.66' RT a 359+15.00 W Main/23rd ONE-WAY TOTAL 202 40 1 50 70 4 1 80 1 4 1 3 1 162 1 10 1 1 3 1 2 + OTHER QUANTITIES 56 1 19 Q+ QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. W D Z wLLJ a F > [V O C Z • O w � I~ 3 N U o O to o m O fy_ U F- N Z F t ~ W 3 � o � a V L O U -c, M IL O O CO 0 ` T U) O m i O 0 I A & I I O p C4 A = 45°12'31" LT. A = 18527'53" RT. A = 90'00'00" LT. `�l / w R = 150.78' R = 75.00' R = 150.78' Z L = 118.97' L = 242.77' L = 236.84' & LL T = 62.78' T = -1,571.51' T = 150.78' / 5 X: 0 D = 3900'W' D = 38'00'00" /! ��, cr o' STA 360+40.75 W Main A w STA 14 +31 .88 (W Babcock) 0 0 'W o ' / �yQl Cr z w o a It a 4 Loydown Curb (TYP-) /�c ` co + +35,16 / m STA 11+59.16 STA 12+27. r, � S.� ��� Z O rq o ��yQl c?s M 3 �n - r�.6�1 LT. / /��f<i / N uJ Obi Y o - �F O T' 1 F 12.05 ST A 361+12.05 iIr 4 5. -� R.I 2S/ d U N O N N "• ' .„ I DBL YELLOW (1YP) / ti� ' ,�S /✓ S1A 463+31.1 15.1 TAPERi N \` ` STA 360+ 5.16 / / TAPER 4 �� STA 363+3 .1 w 5:1 TAPER 8'1 00 20' ti //, W O 8 K'H1 Q / STA 3 a W 3 cn c TF (11'P) � F- N / , STA +� N O STA 10+_ .63 _TA 11+80 5 STA 10+45.63 A 11+45.59 J-00' TA 13+56.47 // } �� WEST MAIN STREET zo _ PI STA 366+23.2 0+00.00 Match Exist. W. Fab_ ock o ,Lcb s. O �� xF I / / D = 04'00'00" J L = 1.183.10' a T = 627.70' 0 3 STA 361+08_/6 /TA 360+9 .07 t RT R = 1 1.49'95' z Q STA 35 + 3. 1 �� E = 131.49' F O� 9 STA 360+16. 9 �� 40' STA 36� 1 0 N O Sd, 8 1 STA 59+77.4' 80• 0• w OLd e1 �6 X x O C s1n. 00' � TF ti STA 6+15.51 l TA 360+66.75 S� "��4�' b of S 00 90 h �s• S� 9 sEe 1w a LLJ Z s6, k 90 S �A, ��6 r 1zoZ O j •• r�jA/yy�T 6x Q v!� O ,�j 2 O W H `JCS ca 0 '7 Q�l� /� // TA 3604 02.6\ `�• ���• w I TA 359+92.61 / \ p Q C 5.Z5 \\ 0 12' 8 J \ Ot 12' 1 12' a Z O 0� /` ,`�S• 4STA5.00S8+69.55 \ I 1 Z • �� T �� �2• l° S4TA 3, 8+69.55 O r 0 Ld LdLIJ r, Q1 STA 8+67.99 I 2_ U O is O / Rr_ T2S- -R5E � m O / STA 3+ .81 II (r V A 29. Q I ' O w w ��A 00 / \\ STA 3+65.63 O N ' f ?� 6 ~ S f V Z ry I V) 4 STA 3+65.63 W 1 STA 358+41_�\ L v 2 T 9X 3 . 4*675 19 a �1 S1A 58+11,44 o • ` / O c �P �5 S rn ii c o �+ 'TA 5 +00A 9 O 1 r> °i o 7. 0' / 0) N F 3 J STA 23 32.85T. NOTE: 27 27 a ALL DIMENSIONS ARE 2 .. Q ti �'°, Or-, 1 TO FACE OF CURB L a 8 A I i O I-o, w= NN58'06'157 LT. WR = 125.00' zL = 126.76' ow Q T = 69.44' 6� Ul z 0 D = 4950"2" k N 0 � c � o d CP W z /A N U 3 � c� �� W plA1N ST. O rn o lJ� 0 T C, j O 3 S7 kj\ k CP W O O i % �_ ►< � 1 O J\ �� �J zz LD Z a , � } / T2S- -R5E 20 N z W WEST MAIN STREET �\�1732425,?S V) ✓> PI STA 366+23.2 e� a o F 47 19'30" RT. w z D = 04700'OIT q� v L = 1,183.10' tux T = 627.70' • / O R = 1,432.395' 'E = 131.49 z STA 364+23.03 • ram,— STA 364+23.03 � W O > N .. z O • W O W • W H 3 N OS STA 363+31.1 -4" IJBI, YELLOW (TYP) N89'27'53'E W. BABCOCK ST. W V m STA 363+31.1 CD CDN O 0 �� �70 0, CD CD Of p Q / STA 3 � _t F- LLI STA. 29 4 68.9 1 W 3 a 0 0 / / TA 28+92.98 v lb.UU Ki. •o r laydown Curb (Typ.) STA 9+37.4 w rn 0 o yr 29+46. 11 Match SID-562 NOTE: 0 3 ALL DIMENSIONS ARE _ g IIc TO FACE OF CURB a 8 i J 04 p = 18527'53" RT. p = 54'12'55" RT. STA 23+63.81 II Q ~ LAJ R = 75.00' R = 229.18' �� ° x\ TA 23+65.63 Q I z L = 242.77' L = 216.86' / �s T = 1 17.32' ,-(c1� \ STA 23+65.63 w o Q - � v• y, .STA +41 i 9X9 N Z � D - 25'00'00" q \.. \ / + 7 4 J`s STA 58+11.44� \` ' N sO � X / $ w z_ S / TA 358+ 0. �9 O I m a N 7.00' RT. `I � � � STA 23+32.85 I / Z O rnLj STA 22+95.61 // LLJW 0) Y o L �x sJ• / STA+07.64 Of STA +91. 8 / m .0 L �Q 03, 0 z � T2S- -R5E 0 0 O �/ z O z P 4/ � p51-123gJ 6 / ae N SEP o �q VV� II v' STA 20+79.82 ��� 21 00 STA. 1+09.5 N � D II + Z a I PC 20+74.82 0 � w r' w M a N �a p :� � O, O Go R r ' O/ _•�� O 24" WHITE (TYP) �� z o • a Loydown Curb Z • o STA 20+39.82 Q w W • -, RT. 1-4 doO H 3 STA, 20+13.52 END T. �� 9` LLj -0 BEG. 8:1 TAPER RT. 00 U) 0 0 M 2 0 w II � rtII ! :IZW .� 3 II ~ sll � l � _ a II II N .V U Lo M IL o 0 S. f TA. 19+23 52 BEGR O1 > 3 a ' 1r 1z' s I' r. NOTE: 19+23.52 Match SID-562 ALL DIMENSIONS ARE $ OTC TO FACE OF CURB a g I 1 �G/11 NOTES: Price for irrigation structures shall include 6'-0" p W N all excavation, bockfill, precast concrete, r New Waterman grating, slide gates, and pipe connections. w 30" Model C10 Z Canal Gate Finished grade-fill to within 4" of F W 2' 0" top of structure on all sides. lit Notch Grating To Fit Arouna 30" Outlet _ _ - = Z r- W10Q Gate Frames and Stems (Typ.) Reinforcing for precast concrete structures N p Band All Notched Edges to be determined by fabricator, subject to the requirements for submittal review. -- M N Insert new inlet pipe tongue ends directly into bell v ends precast into vaults. New outlet pipes require C_ double-tongue adapters which should be inserted directly into precast bell ends in vaults. c Z m r0 H SUMMARY OF MATERIALS: r 17 M W New Waterman 3 12" Model C10 Item Unit LT RT � p) Y Canal Gate Trench Excov. CY 7.33 8.15 O� X 12" Outlet Reinforced Concrete CY 2.71 3.05 d �j 12" Canal Gate EA 1 0 New McNichols (or equal . 18" Canal Gate EA 1 Q Galvanized Steel GW 1-114 30" Canal Gate EA 1 x3/16' Crating wl 3/16" Steel Bar Grate SF 27.56 35.23 w Eage Banding On All Sides New Waterman 3 (3 full width panels not to 30' Model C10 exceed 110 lb. each) _ Canal Gate Q Precast Vault 18x29" Outlet 6" Reinf. Concrete (Typ.) `-Opening for New McNichols (or equal Ditch Inlet 1 Galvanized Steel GW 1-1 4 a x3/16' Grating w/ 3 16' ® Ede Bonding On All Sides ?4 panels as shown not N to exceed 110 Ib. each) W 17 D - o Concrete Weir i (~j 18" Outlet 18x29" Inlet 18" � �- New Waterman F J !n 18" Model C10 Precast Vault Q Z Canal Cote 6" Reinf. Concrete (Typ) 18" Outlet 2" p - a c� NEW PRECAST CONCRETE IRRIGATION STRUCTURE West Babcock Sta. 12+14.1 -12+19.1 , 33.1 '-39.2' LT 17 NEW PRECAST CONCRETE IRRIGATION STRUCTURE 2 Z West Babcock Sta. 12+10.1 —12+21 .6, 37.1 '-43.0' RT 17 44 Irby ryyv 5'-4" Ledge (TyD.) • 5'-3" Grating Panel_(Typ-) W Z 5'-4" Ledge (Typ-) F- • 5'-3" Grating Panel (Typ.) W Q M Pipe bell LLI I for nominal > N 30" w CS Irr. outlet Pipe bell o QQ 4 for Class 3, I C Z C precast into vault 18x29" RCP Irr. inlet Q precast into vault - Pipe bell Z Pie bpi Pi e bell for Class 3, Z p o p 18x29" RCP Irr. outlet • Pipe I-I \ for Class I for Class 2, for Class 2, 18" RCP Irr. 'ul�el u� RCP Irr. outet precast into vault ZD UJI 12" RCP Irr, outlet precast into vault __ precast into vault ast into vault p 3 N r U oLLJ IC 4 Ditch Inlet 0 / om O tiL ~ Z LLJ i.- ~ N LLI I w 3 4 o � � Elev.=4817.11 \ -Inv. Elev,=4817.52± QL rn nv Elev=4817.12 Inv. Elev.=4817.12± Inv. Elev.=4819-02 IL Inv. Elev.=4819.02± o o 0 SECTION a) Reinforced Concrete (Typ) I rn o o ` m rri C a SECTION O 17Ic i ~O W N H N W Curb Radius Z WO Go= ZGoo v Maintain perIx Sideyord N Setback Per Zoning �,I d13 Regulations. C 0 R 1 d N w ao W a Valley Gutter Z M d Q U d Curb & Apron Poured Monolithic Flow Line Unless Otherwise Approved. of UO m a a i Max. Throot Width: 2 0 _ 35' Commercial Contraction Joints Space At 10' Public Approach of 40' Industrial Intervals In Curb And Gutter. d _ W d a a Q 3 v � w 7d. Expansion -joints Q H f/1 O 18 18 d a a a n = Expansion Joints At Curb Returns U 0a 0 Sidewalk Contraction Joints 2 Q I Spaced At 5' Intervals - Minimum Depth 1". 5'R — Back of Curb AEdge NN w Expansion Joints To Be Q Z NPlaced of 25' Intervals. Flow LineQ p D Edge of Gutter w Back of Curb p O Z Expansion Joint Material Shall Be 1/2" Th do Pre-Formed Bituminous Treated Fiberboard Filler. Flow LinemAll Curb Replacement Shall Be Done With ntegral Curb And Gutter Unless Otherwise Approved. of Gutter U O 3 � Q w �7- of U O COMMERCIAL DRIVEWAY APPROACH VALLEY GUTTER 18 18 z4 � %�!(fQt 919y c W Z Grade Fslub shed As 1/4" Rise Per Foot From Top Of w Q Adjacent Ful Height Curb Or Match Existing Sidewalk Grade. Public Approach Major Roadway � M w N 4 Property Line — I I p I Sidewalk Porlion I DrivewayPortion I Minimum 6" Thick Minimum 6" Thick M-3000 Concrete Z O AIM _ I i M-3000 Concrete Slope Per Slope Per Roadway • Roadway Profile— 7� I' — Typical Section O Con_tant IGrgdg—�_ - Curb & Gutter a Q _ d _d t ~ 3 N A 3" Washed Rock I I 6" Washed Rock 6" Washed Rock W Y m 2' U V S'• � Variable I � U M w Vorioble I o S 3 � o � a` Ci SECTION SECTION �� L a 18 18 0 7 `n d � a O Q + Or Match Existing Or Req. I Sidewalk Width. 5 r 3 o � • I i N Inlet Casting O = N Neenah R-3067 N Or IFCO 515-7 LLJ w O (Al Z N 13' C 1' v Transition of Integral Curb ° w I M ° Z M W 36' R.C.P.O W 3 A Class s-76 - 0 Y Expansion Joint I I Class 2 I 19 a U /�" Contraction Joint Removable Grate- I - 3 1/2" II II a ~ N Block Out Fo- O Inlet Pipe \ Concrete Inlet Apron With W.W.F. 6x6 - N w4.0 x w4.0. Concrete Shall Be 3500 p.s.i., Lj 6' Thick With Compacted Subbase Course. Z04 0 6" Precast Bas- w w o d Z 0 4' S' 4' Q - Z 0 rI ° O ZN Q Q O j w ° O m N 4 z." n n Q U_ O O ? Z O O m - Z CURB INLET & APRON — TYPE 1 � U U U Z 19 36" STANDARD STORM DRAIN INLET POof 19 zzerats�r o w 3' For Single Inlet 6' For Double Inlet Normal Curb Section ~ • See Std. Dwg- No. W C3 Q 02721-2 For 4' :2 Inlet Castings. to Adjust To Grade. 2' w N Expansion Joint (Thread Dia. Smooth Rod 0 Q & 5' Transition On (Thread Each End) d o Both Sides Of Inlet Z O • D o o v M S � � o Z • Ol D O � • D D 9. b•P o > O wLLJ • o°O• a D U O A P A o o• G°obX o°o• ° f— N ooE0000�oo w U m V Gutter Depression oo d. 6" x 6" 4/4 0• o°.o f) O O To Top Of Grate Welded Wire Fabric °o•o ° D d' Uij » DD Z t Subbase Course w v 3 • o � a SECTION /F1 c SECTION �'�`, o 9 19 N rn o o r rn f v m • d aLL O _ • s o I i FW:zw) H Standard casting & cover Frorre and cover to be either Caird No. 52441, MCI 305 frame, 305A cover, or IFCO 772 frame, W p O 772-B cover. Covers shall have 1" pick holes. N Z N fY ►4 N Adjusting rings --------- Flat slab cover z 2" Min.-12 Max. v w z --------- nd All joints between manhole sections, a m X manhole ring & top section, and j to around sewer pipe into manhole shall Z 24" or 27" be watertight. Jointing material shall d Opening a be Ram—Nek" or equal for all joints V ri except between sewer pipe and LLJ 0 Y r� manhole wall. O N of c N EL () 0 0 As Required Precast reinforced concrete manhole °n a riser and cover manufactured in > accordance with ASTM designation 0 a C-478. c Property Line a? -- c v a w N O c ZO o `° N Cutouts as required o cn 41 c t> ° r7 ° D D J 0 00 D �, t> D D D Q ZO ZO a Precast or poured—in—place base. ° ° Q Poured—in—Place base, minimum V to Q, concrete thickness below pipe is > ° O cv cn 8". Precast base, minimum D —� � Q I Channel = Dia. of Pipe: thickness is 6'. Z w n O H NV) 0 N O n° a 0 } m Sidewalk Q = L' O .o O Z N Fire Hydrant a Z > � � N 3 0 STANDARD STRAIGHT MANHOLE �` 20 w Z Curb & Gutter s�`qq ete�°��\ F • w W F` Storm drain manholes shall not Manhole Ly,J M have formed channels, and the — > N lowest pipe invert shall be 0.75' Q A higher than bottom of manhole. � C • O_ U 0 � 3 N �+ U .0 m 4 a ° Water Mc,in W U V 4 X- U 0 a Dia. of J ° ° Ld » Sewer Pipe 4 n m ` r Z LU � 3 v � o � a 0 SECTIONS HYDRANT LOCATIONS 0 r O • 20 Boulevard Walk Detail 20 5 0 d' � � ao a 0 ` rn � vi � m • .. 0 Z v E I I STA. 12+48.7 STA. 12+76.2 STA. 12+20.7 STA. 12+63.0 STA. 29+09.6 STA. 29+15.2 STA. 29+02.1 U.G. TEL X-ING 6' WATER LINE X-ING EXIST. WATER VALVE EXIST. FIRE HYDRANT 6" WATER LINE X-ING U.G. TEL X-ING RESET FIRE HYDRANT DEPTH UNKNOWN DEPTH UNKNOWN 18.2' RT.-ADJUST TO GRADE 37.0' LT.-ADJUST TO GRADE DEPTH UNKNOWN DEPTH UNKNOWN 21.5' LT 04 STA. 12+68.1 STA. 12+87.4 STA. 12+57.5 STA. 28+83.4 STA. 29+30.5 FO N 2" GAS LINE X7 -ING 12" WATER LINE X-ING EXIST. WATER VALVE 8" SAN SEW X-ING EXIST. FIRE HYDRANT w DEPTH UNKNOWN DEPTH UNKNOWN 33.8' RT.-ADJUST TO GRADE 30.7' LT-RELOCATE z Z ul pp New Sidewalk to Sto. 372+11 ul + z / A, N O Q C u1y z n' 00 Er Z v.. • 0 _ • N :/ W - \ N O V o L) � 3 LLJ uesss zrc ro U - o m / "�6� /y: -- v:asr W - NW. BABCOCK a m �. o - a o a o ✓ - o m CU uj PI STA 366+23.2 RT. D 04'00'00" w r w L = 1,183.10' v N O _ w 0�. 0,:)0 N T - 627.70' o L w m o 0 o M�U �1 R = 1,432.395' a OW ao O a0 N�j 00 �fi, N(AM N 4j �. E = 131.49' 0U +�-0 a I +mow + +z m + W �o + +¢ -U� Um Na No �"N0 N�a_ Na C ~ T2S- -R5E 0j o� i:y� �b �N� cnW n�� r� o tX. I/r�� o�� I o�-,a�;� CURB OPENINGS z r'? o_ o, o,NN rn a 0110 o¢- w-a? vQ n�_ nN_ rno. D rim STA. 10+63.1 RT. 35' Z n�� �� n� n-1. Uo � o ;Uo; +07 N '"MO M`b0� STA. 11+47.2 LT. 24' g ±gyp KN ±bJ ±C�.IM N�� NjO NO''rOj NUa N^� N '.�j N�O4 STA. 11+63.1 RT. 35' a rnU, �F I ��w I M �z I �a I �zW a I '.- STA. 12+44.8 LT. 35' z N z� rn w STA. 28+81.0 RT. 24' Q. a � Q. d ¢- �c rg rXXri rx1 r o r rr(o�i r roxr- of r- ui rxx STA. 29+49.5 RT. 24' V12U UIWN InWln N N (nzIn (/1MN (l1ZM Vln(n ln2M N M NaOM NAM NW(nW STA. 10+00-1 1+50 LT. & RT. STA. 10+63.1 STA. 11+47.2 STA. 1 1+63.1 STA. 12+44.8 STA. 28+81.0 STA. 9+49.5 P. s DO NOT DISTURB MATURE PVT. APP. RT. PVT. APP. LT. PVT. APP. RT. PVT. APP. LT. PVi. APP. ) PVT. PP. RT. c-'. -„�R^ EVERGREEN TREES IN (35' TOP) (24' TOP) (35' TOP) (35' TOP) (24' TOP) (24' TOP) CONST. PMT. AREAS. CURB, GUTTER & j�zoms( CURB & GUTTER LT. BLVD. SIDEWALK LT. IN L. 1- 0' RADIUS & 1-16.4' EX . ° IN L. 1- ' RADIUS • 9 & 1-38.1' EXT. W p u < r m - PVI STA = 13+05.88 o E c q Z PVI ELEV = 4825.58 3 v v a o H y� • A.D. 1.53 t > Z a W PVI STA = 10+62.50 K = 81.94 3_° W 0 PVI ELEV = 4820.65 25.00' VC ® (° M ; N w A.D. - -1.76 m6 Q c C K = 71.06 m' 125.00' VC an r m i E in z O 0 M `° N CL Finish Grade CL Finish Grade + m West Babcock �'o ° -^ West Babcock v v a • + N (E. of Main) �a (W_ of Main) n �, N a W �� �v � Z N g N N L 0 uj2 o d' ± r m® o o F- 3 N 00 o+ o - S00 o zy * ® (� O N Y mO 4825 0 °v° U » 2 11F.7 W • 0.266% 39+ �6870.4D�,0% 4820 4820 �- Z I ° 3 o w LLJ 4815 4815 - o�I� r i CURB, GUTTER & ° v � IL BLVD. SIDEWA K RT, o a 0 URB & G TIER RT. rn ° o do INC L. 1-4 INCL. 1- 5' A IU - 0) W oo a- ` 4810 °r w �� N �ro 4810 o o rn v m r. -; p p ri is u00 'n .n ¢-i. m ,�°, r35 N N �'N IV N ���N IN ,.N N IY' �' _ O �co OC) 9+00 10+00 11+00 12+00 13+00 14+00 28 00 29+00 30 00 STA. 19+46.4 STA. 21+21.1 STA. 24+00.7 STA. 26+20.6 6" WATER LINE X-ING 18" STORM DRAIN X-ING 10" STORM DRAIN X-ING U.G. CABLE TV X-ING cV DEPTH UNKNOWN DEPTH UNKNOWN N p = STA. 19+46.4 STA, 358+37.6 STA. 358+64.6 STA. 26+27.9 ~ (A EXIST. WATER VALVE 8" SAN. SEW. X-ING U.G. TEL X-ING U.G. TEL X-ING W 4.1' LT.-ADJUST TO GRADE STA. 358+46.9 STA. 358+87.4 DEPTH UNKNOWN z ?6"tGAS LINE X-ING U.G. CABLE TV X-ING STA. 359+12.2 Z DEPTH UNKNOWN \ ` '. 21" STORM_ DRAIN X-ING C1 W O N Q = Z 14 ✓ a\ - p N 8 w ` i v �� fY Z O - W - c Q o r � m - w � Ov ru I S \ 0. /UJ� cD - ------------- O° W oo qw �� �� H I a L � O It cp Z r\ _ V (N t w z \� 3 w W z cp W D z M J JN m uix m // \ A o W — F Vi z 0 W (I O N a In a N aI *m J z 4-4�11 ` ril W I� \ a 2z z al, Z ¢ �'� �na m aJ N'aoF- _j J uoiz WZ Q N NU- om O� J rzM a= I�Ua,, in x Oz OZV �V ` ZQ Am 4mW :wr` Omw r' ^n � Ic Lfi O � �a0 K)j04� � ��� � m T � J oo\oa> o- a> rna r,-n rnm b (+r au- op r" I a nm r) op +m +moo V` }rU +0p +N +DO +o +3� +a tQ> +� t O +a +3 rnjr maF °� ao (+ NUM Nam[] NUS C-4 NCa1N N�JnO <Uw GNU � �W cOOJ tpZO In a m�J Log, d N J N W N IJ N w NN N NU w N a N W Nz- I NU N W CURB OPENINGS r7U I �a �a F r r a z l z r3 0o iv 3 Q3o Q3o 0 (n I n I w rn I am rn 3 n N I rn w 3 6o w ¢- d d- d d d- a a- d- d- w aw ¢ STA. 20+59.8 RT 40' rwa rwui r o rXH rXr� F-XY rXH r f` rOh rLu rL rXY rOQ- r rMY (nz- (nZd V11n t VIWJ (nuj-1 (nw n wwaf Ulz. V7a Ln (n zNIn UI Ulwa (nW(n (nm-tW WzH1(n-(n STA. 20+59.8 STA. 23+40.1 PVT. ATT PUBLIC APP. LT. OP) 25' TOP) 23r N CURB & GUTTER LT. °O CURB & GUTTER LT. CURB & GUTTER LT. PVI STA = 19+98.52 Mrn IN CL. 1- RADIUS & 1-1 IUS IN CL. 1- A I S AU��gg1 • INCL. 1-61' A IU rq ID a PVI ELEV = 4828.52 pq N N n N J g CKf�tLai A.D. = -0.65 d d iv 4 Z K = 77.57 N N PVI STA = 25+64.30 of o Z • M PVI ELEV = 4824.02 0, n o+ N A.D. _ -0.30 6�V o O W N 4 N N m N K = 169.23o Ec acO 20 7 w u M 3 yIn o o CL Finish Grade E� c° 3f N O . C ro ri mo W Main 23rd Ave c b,_ F CL Finish Grade ^ N + m 3 / Y o ° N o E� a C Z 23rd Avenue + oo N ¢ One-Wa °•` v a a o o o cc c ¢� 3� a� o c Z N M N c) OI �® w® C -D z� Q� ` -1.44�0, r r -� — a) o c . I �N Z • _- % 1.4409._ n ® ® W® O g M N N -0 7957' - 4 9 ----� 1.41 % W Y m 4825 - - = 0.50 % 4825 --- V Li - - 4820 - - i= 4820 m aof ` v - 4815 - -- v 4815 L `o U W IL CURB GUTTER & SIDEWALK RT CUR -45' RADIUS RT. L a 'o c o ot i- INCL. 1 4 RADIUS _ 4810 — ") � w p- 2. 4810 o a N N N n c mr fro : O „� o� NKn oNp rn N 3 �� o n ° r� v o r Dui °uon ri Q> ., -�'OJ I�- Uj h t` tp 'Lo 16 ',Ln :j -'IiN LV.N i J N N N J � N `��..N c N 7 O cl 'x�(y �N "LV V i'N „N ,SIN �N SI OC) CY7 oo �I (YJ I m ��im mph m �^m .� of �'a0 00 m m ` 00 m v v V d DD il , oc)a v I oo c v on oo t a a a a a a d • 19+00 20+00 21100 22�00 23�00 24+00 25 00 26+00 359�00 360100 1 0 W `° � N W z SUMMARY 3 N z a:- - N SIGNING & DELINEATION QUANTITIES 0 w m � to 0 0 _ Z „ OTHER 0 MATERIAL UNIT TOTAL QUANTITIES W 0' Y SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(A) SQ. FOOT 17.5 4.8 0 SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING( SO. FOOT 52.2 32.0 a lu SIGNS-ALUMINUM SHEET INCREMENT SQ. FOOT OVERLAY-SHEET ALUMINUM SO, FOOT POSTS-STEEL "Lr POUNDS POSTS-METAL "U" DELINEATOR LINEAR FT. POSTS-TREATED TIMBER-BARN-3"TOP 0 LINEAR FT. POSTS-TREATED TIMBER-BARN-4"TOP 0 LINEAR FT. Q I POSTS-TREATED TIMBER-BARN-5"TOP 0 LINEAR FT. POSTS-TREATED TIMBER-BARN-6"TOP 0 LINEAR FT. POSTS-TREATED TIMBER-CLASS 4 LINEAR FT. POSTS-TREATED TIMBER-CLASS 3 LINEAR FT. POSTS-TUBULAR STEEL POUNDS 1043 306 POSTS-STRUCTURAL STEEL POUNDS OVERHEAD STRUCTURE-METAL-CANTILEVER LUMP SUM OVERHEAD STRUCTU RE-METAL-BRIDGE LUMP SUM OVERHEAD MOUNTING BRACKETS-METAL LUMP SUM GUIDE POSTS EACH FLEXIBLE DELINEATOR EACH DELINEATOR-DESIGN A EACH DELINEATOR-DESIGN B EACH DELINEATOR-DESIGN C _ EACH DELINEATOR-DESIGN D EACH DELINEATOR-DESIGN E EACH DELINEATOR-DESIGN F EACH DELINEATOR-DESIGN G EACH -S456 DELINEATOR-DESIGN H EACH R �O' REMOVE SIGNS-GUIDE EACHc`' �.. RESET SIGNS-GUIDE EACH MISCELLANEOUS WORK LUMP SUM BARRICADE-TYPE LINEAR FT. REMOVE SIGNS EACH 23 14 RESET SIGNS EACH • w z � tr bj M N �w O C ® QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. d Z I SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. Z 0 _ • Z » O W LLI H 3 N 4w U lz o 4 (n o m O X U H w S F Z N � w v 3 � 2 a` v c L O IL U � r U O O M I O� u- O rn N m F 3 � ILI z & • 3 3 3 3 3 J _ _ r (n N O h O + A C = L n L L L M r M O K m o a 1 x I� o + + + o o + o o + + + +A 1n (0 H I U 1p t0 O O O N O Oo1n OW M M N NNNNLLI ar F r I.of QN N No m e lil N ~ � ~ ~ �0 0 N N N N N0 VNWW W Wx % W xW W W H W 1n (n N M In 1n to to W W N W 1- W V) Vf N < VI M II > > o o W > > > > > > > ? o tr Z M W W = = W W W W C C W C C C W W W OC W = Oc cc 0 o O 0 0 0 w of w a Ix o m Zc C 3_'Q,9 Z M 41 w O0i 3 Z �a/ Y m m x x X x x x x X _ x x x X x x x En �a101 dW �e M g m 10 1Lo a < g m 0 Ln o m v =z =O .9 Wa rZ 1n mui K W ON svujg Mtn 01 i o b — ti o Z .�xs4s6, 1n W M 1n O O O X z W In Fr a M o _ O HO HS ri 1e of o v Q W cq a 0 Cl 0 0 o p o 0 0 0 0 0 0 0 0 0 < N ooy I I I I I I I I I I I I I I I I Ol w) InM M M M M M M M M M M M O �!O Q -•70y LLJ p o 0 o 0 0 0 C. 0 0 0 o 0 0 0 0 M 12 • ��7Jby. I I I I I I I I I I I I I I I I K n r r r r r r r r o- W W O Z Q `�l�lbj�rd S oo H • 2 �a 01 O p p O O O W 0 f N� w N yO�y�S OW OW dW 1nW VlW InW �W OW dW (nW OW NW OW vlW QW QW O� O C C mm of 1nm m a � m m m En rnm m 1nm m in t(nM m a)m `N�m � Ze � O 14 �?b S N�S O O O N W I- c>o z _ o o O o > > o 0 0 0 0 0 0 0 0 0 C. 0 0 i M 1 I I I O O I 1 1 I I I I I I I I 1 O m 0 f0 Ol w C/ 10 t0 10 N 10 = W o w 0 m m m a a m LLI V m v N e o W (n o O a Wo W M m m m m a m o mm F t a & i "� z W W wj W >W W> 1.>l 1.>� l>.l W W W >W > Wwj W W> O W > > 10 W p W wy W N Z ?N (n (n p°D 41 N p N VI O O O O O N O O N N O O ' O x O g N O O O x O O K x O j NLLJ K N W N N W W W W �j `2 O W S f0 W pppp W W pppp O W I d 3 W a. r W r a. W W W W a. W a. a. W W W W it W W W M a. W W try w Y a' O^/ OC^ a' a' w OC O! OC OC a' C w 0_ K a' K OC OC OC C a' OC C J Noi W N N M N M m N m Oc 10 N m N ra a a N m M m M p Z d d C7 Q S W M I 1 1 I N O 1 o I °' N I 1 °i I 7 I N I I I� a 1 1� O I I 1 ^ I I °p I I n v l a n e%) r � r � In o= W � V cr O K KX Q:as O O �M M M a 3 w M C 3 C� C M C� 3a K- 3� K M K K K 0: K 3� as ; a M a a O d 8 C ec z 3 ac W m 3 m 3 m or 3 3 o< I o L o 0 cn J Z� 0 a N IL Z N Ol O a M o N O O 10 o O Ol M r r O N M r m pp pp N u] O t0 O O O O O r O (n a 01 O) N M OD tD O d' 4 Of O m M c0 10 10 N O M m a N N .9 1n LO r I� O � O 1n N � N LT CI m + + + + + + t + + + + + + + + + + CI + + + + + + + + + + + + + + + + + + + + + I + W W r M 01 P Ol O N N N M a V K O - N N N N N N N M M M a a a 1n 1n 1 10 W C N- 01n So S" S OO10 10 O 10 10 i IS M N N N N N N N N N N N N N N N N N N N N N 1n JM M J M J MJJJJ® ® ® ® ® e A ® ® ® ® ® ® ® ® ® o • I J ~ U) W 3 N Z V) v W Y to+ m (ifr¢ i W O N N NM N w Tt � f dd a N Z t�A N N �\ O m O 00 O U �i 3 Ino \ W II ww w � m 2 » M w Z � �jl'C M� w z 53� � °f Y O O 0- 00 m oS�a� m Tn w X x X X X x x x x J < 3 w Ar Cl cc co to to lo 0 x I—I I j ap( Z o r 1`S 0 11Z U� ly N/h�yS 110 � cL �U o J N N m O az W Z w N W W<m "� a� a ELn mw n n n n n 0 c> - w ?o z vd" uj 20 z ' _ o a & i o O o co O o O C. o LLJ S ' ^ o o LLI wwm Y Nm mm a v'- a'm vfwm vlm mm zo o •T � z oAK W _ tz- j r UU Z • rn o 0 0 0 ,}'J}++ ��/S 0O/\/�•�/��/"'��"JJ/V^,. I I I _ mT O _I NI I I � w Ow wO CJ N p mw N N N En X �MO< a O o v ;rc WD m mm m m zo••cw /rn �a1 xm Z_ DD m W O > N > W O �O N N En O t0 W p%ppp W O Q lO ppx W O w N V w pN d' Q' M 3 M M C Oo .Ocr 3 W Z Ia. i IM I I C v V Ln Ix N IL m _ N Ci w uj LO d O � O �M mQ a � = E� I °m' o a bm Z o mwa M o m • m .4 n N Q N O) N W + + + N r+i W o a+o o+o o N $ J J J 3 N N J N J M J 3 M M J M I � N w z = z N a M N C O W 24" YE.LOW m (50' SPACING) Z)z c0 Z O M U OF 3 LJ SIGNAL LIGHT SIGNAL MAST ARM O 0) U w O a v --- VARIES OW w 4" SPA -------- 4" YELLOW ------ Q O DETAIL "A' - PAINTED MEDIAN OVERHEAD (O.H.) OVERHEAD (O.H.) R3-5 SIGN D-3 SIGN C� Z ]C Q Wz V) m J W FQF Q W ao f� NOTES: SIGN SIZE = VARIABLE x 1'-0". 17'-0" MIN. .16 0 0 0 I°I TELESCOPED 2.19" & 2.5" STREET NAME AND LANE 0 10 PERFORATED SQUARE TUBING CONTROL SIGNS ARE TO BE Z to MOUNTED LEVEL HORIZONTALLY z Z) of ON THE MAST ARM AS SHOWN. N 0 2" TO 2.5' PERFORATED m oI o SQUARE TUBING X MOUNTING HARDWARE IS TO BE X 0 XX INCLUDED IN THE UNIT PRICE o 7n r SLIP BASE ASSEMBLY BID FOR SIGNS. 0 FASTEN POST INTO ANCHOR W/ 5/16" CORNER BOLE n n r OR 3/8" STANDARD STRAIGHT BOLT (A325) 1+ ° 1 1/2" ABOVE GROUND LEVEL (7/16 DA. HOLES) 01 • 0 - 3/8" STANDARD STRAIGHT BOLT jo j ° aus��`' Z • T L Z a INSERT SIGN POST INSERT SLIP BASE 2 0 s42/ ��� � w a 6' INTO ANCHOR ° c 6' INTO ANCHOR a gL55n w N w 3t O v 4 SINGLE HEAVY DUTY NON- 36 SINGLE HEAVY DUTY NON- C o° PERFORATED BREAKAWAY ANCHOR e PERFORATED BREAKAWAY ANCHOR a O 0 a m CONCRETE-CLASS "A" OR "Y' < /- CONCRETE-CLASS "A" OR "D" - • DETAIL "C" - OVERHEAD D-3 SIGN MOUNTING zo rj N H 3 N � U o III (n o m 0 SINGLE TUBE TELESCOPED TUBES ON SLIP BASE D:� v L a z � DETAIL "B" - SQUARE TUBE SIGN POST INSTALLATION 3 10 o _ a v c � = o IL u � � r In �0y a• E Yi l fir► o W co H y W = Z CAN INo K M 0 C O � �6 X Z �p m p c 2 :D to m �A Z M a W v REM NL 3 tn k ° W9-1 U d ol Ap,A �,G Y pp O 4 fj W o m to cD o W 3 �d'o tea` < Z REMOVE NEW z� (3) R7-2 i W3-.5 i k I ( NEW / 00 REUSE < 4 ® N OHD3 fi REM 2VR) O��b s n'® / / i FROM STA, 361+41 WlW 1(R)" �/ / / � \ FROMREUSE STA. 360+41 Y d`\ / / ®• REUSES (2) D-3 1 KEMOVE r 6� / . o f-• w w ru W. 0 5:,cw BY MOTHERS p e oa reua v) W c o W, BABCOC K 51" 6 t o o .SEE i o wN� ti O cb 0 12� 0 c �` i / REMOVE NEW W1-6 W1-1(R) a ® a / l REMOVE RIMOVC R1-1 RI-1 REUSE /® / '� p� OdN• 10+00.00 Match Exist W, Cac ick R2_1 / ® 29+46.11 Match SID-562 REUSE • '� /� FROM STA. 360+01 Y. y REUSE / A� REMOVL W ?yaf HI-2 ! 6 �l�r,Fp R7-2 Z LJ NEW OHD3 > N .� NEW t REUSE 1 R 7-1 Z O • REMOVE RUSE Z • BY OTHERS O114 N 0 le M o O NEW p l 4J� LJ M R7_1 — ---- ----(See 6 F t ?s �4 / r / _(See Next Page) Z (n46 V NEW REMOVE ' 3 o � D 3 R4-7P a V L o � •� REMOVE , ° u IL R7-2 I m ° o o w+ NOTE: ALL PAVEMENT MARKINGS ON WEST MAIN SHALL BE cn Ilio v INLAID, HYDROCARBON S BARS, CROSSWALKS, TURN BAYS,THERMOPLASTIC. STOP SYMBOLS o ~ 3 0 �2l-Qs ST ON 23RD AVE. & W. BABCOCK SHALL ALSO BE THERMOPLASTIC. a a a � •lima o i F _ w NEW D W3-2A z w Ld Z cn a x z �► REM,tVl R1- M ce) N ^ V O w Q o ZX NEW z M 4i1 �n Asa 1 ad, 3a z• R3-Hf1 r I 3 os/(F ?, (See Previous f age i y o�°S ' - /`/ ii 1 � a � REM VE ssoc '/`, 2 bN�r[]A,,r 11 N NEW REU'_,I_ R7- 1 Lm! < I,- REMOVE ` ---- --- ��� (2) RI-I �}�• T � ��- REUSE R1-2 NEW u'S / W3-3 v1 °REUSE �i' / REMOVE ® Z Y W4-1 REUSE OJ Q R7-1 LLJ NEW ARK - W �► a REMOVE Z A�3�-12 a4tsj `Sy R1-2 l' Z * m� M �. 1E � REMOVE REMOVE c_� yip I9°4 S Oo 21 00 7 - (2) R4-7 (2) W4-1 V) '^ Y (2) R4-7P (21 W4 1P Gryo':' G UA L__', REMOVE �Crmt R3-8A. ° 1 1 R���� w REUSE // 7 2 0 1[.I +. rlNtrpN�r CiIVT Z R2-1 w a f- U33dS REUSE II c R7 ' II II Li M> " ND O e 1912352 Mutch SII :6." v • nNY d z O 'INF ~� 19 00 1 m o 3 N r+ c� w X m • m 8 O s w M I— ~ v 3 o a V r o • V IL o N LV O N *I 1. NOTE: ALL PAVEMENT MARKINGS ON WEST MAIN SHALL BE rn o o m • INLAID, HOT-EXTRUDED HYDROCARBON THERMOPLASTIC. r 3 a STOP BARS, CROSSWALKS, TURN BAYS, WORDS & SYMBOLS .. ON 23RD AVE. & W. BABCOCK SHALL ALSO BE THERMOPLASTIC. i J NF O L,J O1 H = (n W Z W O C ELECTRICAL QUANTITY SUMMARY ** SERVICE WIRING DIAGRAM N Z w Q N 'O C 0 � Z 4-LANE TOTAL TOTAL m M ITEM NO. MATERIAL TOTAL UNIT __ RURAL URBAN RURAL URBAN _ __ 616 183 000 Foundation - Concrete 14.6 14.6 14.6 CY_ Z 0 W AWG No. 616 323 110 Conduit - Steel 1" Rigid- 251 251 251 LF v 3 616 323 114 Conduit - Steel 1 1/2" Rigid_ 1740 1740 1740 LF ILLJ I Y 616 323 120 Conduit - Steel 2" Rigid 232 232 232 LF 616 323 130 Conduit - Steel 3" Rigid 130 130 130 LF , a 0 616 323 140 Conduit - Steel a Rigid 4 4 4- LF Meler Hcs' ` m 616 723 001 Pull Box - Metel Type 1 - 2 2 2 EA 616 783 001 Pull Box - Concrete Type 1 7 7 7 EA -� N 616 783 002 Pull Box - Concrete ape II- ----- -- - 1 — 1 i EA 3 617 033 614 Coble - Copper 12AWG14-600V MIS 386 386 LF a 617 033 814 Coble - Copper 16AWG14-600V 420 _ 420 420 LF a 617 123 108 Conductor - Copper AWG8-600V - 1368 - 1368 1368 LF yntrina uit kr z -617 123 110 Conductor - Copper AWC10-600V 460 460 460 LF A,,esler Oyp.) o AMP. Pol, V) 0 617 123 310 Conductor - Copper AWG10-600V (Bare) 2343 2343 2343 LF 617 183 055 Standard - Steel Type 10-A-500-5 1 -- 1 1 EA 617 233 040 Controller_Cabinet Pedestal Type D 1 1 1 EA • 617 303 240 Luminaire Assembly - 400 WSV 3 3 3 EA )- 617 333 140 Service Assembly - 40 AMP 1 1 1 EA " _ _ y _ __- _ ,_ _- -__ Circuit Breaker � 617 363 010 Photo Electric Control 1 1 1 EA 40 AMP, 1 Pale, 1 617 503 130 Signal - Traffic, 3 Color 1-Way 12-12-12 11 11 11 EA_ Single Throw 617 523 127 Signal - Traffic, 5 Color 1-Way 12-12-12-12 -- 4 4 4 EA 30 AMF Relay 617 553 020 Pedestrian Signal Type 2 _ _ 8 _ 8 _ 8 EA �- 9 yP _ 2 Talc. _mac hrov: • 617 605 041 Controller - Traffic Actuated-Type 4A * - 1 1 1 EA C i 61 67 7 3 140 SigriW Stand 1-140 - 2 - _ 2 2 EA 41 (• 0��-12345ej 617 693 504 Signal Stand 2-A-500-4 1 1 1 EA 4 617 693 906 Signal Stand 2-A-900-6 1 1 1_ EA - N.E.M.A_ Typ, SEP' 617 713 096 Signal Stand 3-A-900-6 1 1 1 EA 0 3H Cab!nel 617 713 097 Signal Stand 3-A-900-7 1 1 1 EA_ �A 617 733 621 Remove & Reset Existing Pole 4 2 2 2 EA 617 763 101 Detector Loop (Rectangulcr) 14 14 14 EA Hoye 617 763 p AWG No. 6__601 Detector Loop Shielded Cable, 2AWG14 %40 740 740 LF AWG No. 8 ;; -------- - -- � - - :-uminarc=_ 617 903 250 Push_Button / Pedestrian 4 4 4 EA - 619 010 410 Pole Treated Timber Class 4 30 30 30 !-F cuid F2,,:1 AWG No. 8 to - _ -- - ---... - — S,ignol C_on.rz,ller - - w Z LLj _ WIRE CONNECTOR DIAGRAM FOR STREET LIGHTING 0 W M - N- - -- ----._.. Base of S4 > -0Q C AWG No. 8 (Typ.) 4 Z 0 = 2 � • Base of S6 AWG No. 10 2 � --- • 5 Inside Pull Box 3 N * INDICATES STATE FURNISHED MATERIAL 40 (Typ.) Base of S3 U 0 A <+ ALL ELECTRICAL WORK TO BE CHARGED TO PROJECT NO. STPP 50-2(?5)82 (BOZEMAN-FOUR CORNERS) 4-1 `2 5• W 0 m v Base of S8 � U O 0 6 5 5 2 (1 W a Z 5 f Use 10 AMP Fused _ • 5 5 • 2♦ I 3 Connector In + Pole Base (Typ.) - 5 + 2 6 4 L V 2 Base of S2 f� i 7 2 S-1 ° ° IL •- E v 2 9 Ln m 3 o •+ Base of S7 2 40 AMP Service Assembly 0) o° a m O Base of S9 r 3 O 9 o LL• J � O � � WATERTIGHT CONNECTORS W Z W cN� INSULATED CLEVIS = Z L Q 120/240 VOLT (n SERVICE _ TYPES 1,6,1 1 & 16 TYPES 2,7,12 & 17 TWISTLOCK TYPE N PHOTO-ELECTRIC - - ia CONTROL v WEATHER HEAD Z ENTRANCE FITTING I pwp (o O Z M W I IDENTITY DESCRIPTIVE 3 CONDUIT STAND-OFF ATTACH RISER AND w rn Y NO. SYMBOL & BRACKET (TYP_) METER SOCKETS TO O U WIRE SIZES STAND-OFF'S WITH d U 30' CLASS 4 UNISTRUT MATERIAL. 6. 1 g TREATED TIMBER POLE H 3 2 _ 2" RIGID PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- 8 To RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL Q 3 IN THE GROUND OR INSTALLATION IN SUNLIGHT. g 1" STEEL CONDUIT g EACH HOUSING SHALL PROVIDE A SECTION TO FORM 3 OF NO.14 AWG 2" STEEL CONDUIT 0 A WATERTIGHT SEAL AROUND THE CABLE AND A g 3 OF N0.6 AWG A g TYPES 3,8,13 & 18 SECTION TO PROVIDE A WATER-SEAL BETWEEN TH g TWO HOUSINGS AT THE POINT OF DISCONNECTION G —� g_ EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT g e SILICONE COMPOUND TO LUBRICATE METAL PART'- AND THE RUBBER HOUSINGS FOR EASY ASSEMBL` E 6 6" MIN. 0 WHERE INDICATED A COPPER PIN AND A COPPER USE THROUGH BOLT O METER BASE ON TOP, TAG SCREW o RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY ON BOTTOM FOR ° / 6 Q SHALL BE CRIMPED TO THE CABLE. THE RFCEPTACLE ATTACHMENT. SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 6 THROUGH THE USE OF A COPPER BERYLLIUM SPRING CABINET 8 �0 AND SHALL BE EQUIPPED WITH A DISPOSABLE e g MOUNTING PIN. THE PIN SHALL BE OF AT LEAST METER SOCKET NOT 9 g HALF-HARD MATERIAL AND THE CRIMPING PORTION CONDUH & WIRING SHOWN. SPACING AS SHALL BE FULLY ANNEALED WHILE THE REST OF 5' MIN. AS REQUIRED NECESSARY TO 3`12�13' SUPPORT SOCKET. aoTHE PIN IS MAINTAINED IN ITS ORIGINAL STATE UI 6' MAX. ♦10 , 6HARDNESS. THE RECEPTACLE SHALL BE FULLY oSEP 5 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK 3/4" SCHED. 80 TOGETHER SO THE CONNECTION WILL BE MAINTAINED PLASTIC CONDUIT ° 1 BARE NO.6 AWG 4zd 11 4 TYPES 4,9,14 & 19 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION 02FAk� IS APPLIED TO THE ATTACHED CABLES. 12 4 Q/1} '� 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR t0 0 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 3" Min. 13 4 q THE CONTACTS SHALL BE FULLY ANNEALED AND Z 4 ADAPTED TO BE CRIMPED TO THE CABLE. TYPICAL �8Cr Z Q 14 —1= STAND—OFF SUPPORT L a 6' INSTALLATION w M 15 4 5/8 x 8 > N q COPPERWELD o Q C GROUND ROD d o F • � a0 _ 16 ,� 10 TYPES 5,10,15 & 20 3 N 18 ,a 10 SERVICE ASSEMBLY DETAIL w m v 10 e WOOD POLE a 19 �0 ; H ` ,U a ELECTRICAL ? 20 ,a '° 3 DETAIL DRAWING o � a O V WATERTIGHT CONNECTORS • o N E IL v N o a v o 0 SERVICE ASSEMBLY 3 Ic 3 s i o W {ZW wl0 M Q V) Z W M N C TERMINAL G COMPARTMENT w Z W Q m 4-1/2" SLIPFITTER � t0 O O Z M W W O) Y O U � O a W 3 w CLEARANCE BETWEEN CONDUIT FITTINGS AND Nli Z O CABINET SHALL CORRESPON WITH THE LAYOUT OF THE 0 BOTTOM OF THE CABINET. 4-1/2" O.D. STANDARD STEEL PIPE ° ° CLASS CONCRETE ° FOUNDATION c p GASKET REQUIRED BETWEEN CONCRETE & I 3/4" SCHED. 80 ° BOTTOM OF CABINET. v PLASTIC CONDUIT 1 BARE N0.6 AWG DRAIN ° v ° - USE GRADE 60 REINFORCING STEEL ° 3" ti1 l`. TYPE 1-140 A # 6 BARS (3'-T LONG) 1p (8 TYPICAL) • _ a 4 HOOPS AT 1-0" CENTERS l NCHOR BOLT • v (3 TYPICAL) ANCHOR BOLT w CIRCLE ° ° ° Z 2 1/2" CLEARANCE - - w Q SECTION A—A :2 & 3'-2 --- "' 2'-0' > N CAST BASE Qz CONDUIT SHALL PROTRUDE FROM Q QF C C NO AWG BARE GROUND WIRE FOUNDATION AT LEAST 3" �� �� a O Z • H OER UNDER E OR PIGTAIL EXTENSION SECURED -� 6,. TYPE D CONTROLLER CABINET COVER _ MOUNTING • - Z • 5/8" x 8' COPPERWELD Q W COPPER GROUNDING STRAP BETWEEN LLI GROUND ROD 3 N M LL ANCHOR BOLT, CONDUIT & No. 6 Awc o ° TYPICAL CABINET DIMENSIONS (±) C) O 4 BARE GROUND WIRE OR PIGTAIL n A ° A 2-0 w U M �L. EXTENSION. — WIDTH = 30" (n p 11 HEIGHT = 51" ui oSf DEPTH = 17" ELECTRICAL = Z DETAIL DRAWING 3 .o a 0 TYPE I SIGNAL STANDARD & O o • 3" FOUNDATION DETAILS Lis , MILTYPICAL FOUNDATION PEDESTAL MOUNTING FOR CONTROLLER CABINETNO SCALE V POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS TABLE 1 — ~ LA) Bi IC) (D1 ANCHOR HOLTS E) (F) ;_G� iH) (J) iK! IL) M, TYPL I I- LOWER SHAFT 15',20',25'& 30' 1B"SQ. 17 1/2 "1 1/2 1 3/4 "x 70"x 6"(OVERAI.I-7E") 17"SQ. 19" 1"- 8 NC - 5" A325 1 1/2 "1 1/2 7 7'-0" 6-7" 2'-6" I �_-� — r F I I VOTE - 4l TYPE (2) LOWER SHAFT 35'.41 45' I9"SQ. 19" 1 1/2 1 3/4 "x 75"x 5'(OVERALI-81") 19"S0, 21 1 1/4"- 7 NC - 6" A325 1 3/4 "1 3/4 8 T-6° 7'-1" 2'-6" I hINE BRACKETS 5.1:. W O W TYPE (2) LOWER SHAF1 50 19"SQ. 19" 1 1/2 " 1 3/4 "x 75"x 6"(OVERALL-I 19"SQ. 20' 1 1/4 7 NO - 6" A325 1 3/4 "1 3/4 8 9'-0" B'-Y' 3'-O" ' USCD FOR MOUNTING lL' N Z - r_, Q AND PEDLSIPoAN Fi:NAL'. I TO 1Hh �OLC SHAFT UN M) 1 OIrIERWS[. SHOWN ON 1 N PLANS. 110 III MOUNTING POIN- a o TABLE 2 TA A�LI ti Ll M �N,ti. � 1 + 2 • 3 � 4 =SIGNAL u r 7 8 . 9 • 10 MrS hRM Iu l Nlrl -1 -- '.II :I I I:FIr � Z EMERG.VEHICLE ,. ! I, If. II, .If+IAFI JrMAI JIJIr W SIGNAL SIGN PANEL SIGNAL SGNAL UMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. NOTES +,� ;I N': l IIr iN', -:Il,a al ;h:',I m DETECTOR NOTES 0 DESIGN AREA 12-0 SQ.FT. NIL 8.0 SQ.F1. 9.0 SQ.FT. 9.0 SO.FT. 9is SQ.�T. .3 SQ.ET. 9.0 SO.FT, 3.0 SQ.FT, 4.72 SQ.FT- STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS Z O Ir FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 110'-, 1 7S LB. 210 LB. 80 LB. 20A LB. AMENDMENTS THERETO). �p O 3 DRAG GOEF.(Cd) 1.2 NIL 1.2 ,.2 1.2 1.1 U . 1.2 1.2 1.2 ch DESIGN WIND VELOCITY SHALL BE 90 M.P.H. TABLE 3 0 ]C - - DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND 6 PERPENDICULAR TO STANDARD, AS SHOWN). 15' 20'& , 30',35',40'& 45' 50' 0 U DESIGN WEIGHT = DEAD LOAD. ^ MTG.PTS. '1,'2 & '3 '1,'2,'3 & -4 -1.-2,-3,'4 & -5 '1,'2,'4,'5 & '6 d C) I' ALL TYPE (1) LOWER SHAFTS SHALL BE DESIGNED FOR = 30' AND A MOUNTING HEIGHT OF 45' ALL TYPE (2) LOWER SHAFTS SHALL BE DESIGNED FOR A = 50- AND A MOUNTING HEIGHT OF 45'. r I' ANCHOR BOLTS.SHALL BE A449 OR EQUAL. TOP END SHALT- BE GALVANIZED AND THREADED 12"(MIN.) N --- - WELDING PROCEDURES. SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT Q PRIOR TO FABRICATION OR APPROVAL. Z POLE SHAFTS, ARMS, AND ACCESSORIES SHALL BE GALVANIZED I ASTM DESIGNATION A123.. w Q l� Q nl.l ^ FII'I ~� _ o IIII .II I . II`I _ WI 11 1 "-II ifit {.. W;II WqF IIrt: I 11 A' I •r I1 l'AII,I k I Mr,' I AIaM Ji 'I :.. MAII i-'AI _ � I I• I All'I 11 '' I� i � I INII '.I:I ".d �_ �,� 1 .. r I.• — _fi __ _ _ • I. LUMINAIRE ARM CONNECTION x1I ""' I'll ^ I I _ COUPLING DETAIL A� SEP aT I�irdlraAlk. A2d R L r.r1,1 I I II Ir I I J •'1�' 1_ ,1.1 v.I Ir, ,I I �I 11I r1 dl II II UII'�I1 IL.I: I AVVtI liI(`�1 jlIj I JI In 11'�IFI 21�� N I� 1 I SIGNAL ARM CONNECTION z a � w i I O :I I I`1 a' 111 I 'fl C uJ 0, a va a !: EJA,, .GIIAI If u U MOJ III f'I vVl - —\ 'I �\ RG 'iAF \F' , — i2 z '� I hl. i I ' �� O IE, li; ., r I '' I9 I , ,,Ir♦1 I 'V(. — ..:� z � R 13 �` ANIi iA' II Irl9 II ',PIl,I LI (:II M_IJIII Z g l i P. ., n•:-- - W 2 M 4'�AI I< Wi,l � USE GRADE 60 REINFORCING STEEL W - III AlAl" I L vI;IM TYPICAL FOUNDATION U 3 o 4 ''(.I I LF' su'fdE .n(''It, I: ,IIf1, 1 PEDESTRIAN PUSH BUTTON SIGN w Ym w .ICOOJ 0 I IMI •:IA, III II -11�11 VilI-4f, M1 All I':I ' - t ELECTRICAL � Z N M, I 2A & 3A STANDARDS DETAIL DRAWING W _ ll III .-v TYPE 2A & 3A SIGNAL STANDARDS, E -0 a d — / - -- -- FOUNDATION DETAILS, AND 1 o1 3 � SHAFT TO SHAFTIC TYPICAL ORIENTATION FOR TYPICAL SIGNAL MOUNTINGS $ o MOUNTING PLATES DETAIL BASE DETAIL PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A MAST ARM LENGTH USE GRADE 60 REINFORCING STEEL SEE POLE SCHEDULE SAP # 6 BARS (4-1" LONG) Z o: (8 TYPICAL) W O t2 < ° o # 4 HOOPS AT 0 Z 1'-0" CENTERS Ix M N ANCHOR BOLT ° 10 SINGLE MEMBER TYPE (4 TYPICAL) a ANCHOR BOLT CIRCLE c o O MASTARM (TYPICAL) Z 2-1/2" CLEARANCE DO SECTION A-A Z M II;i GROUNDING LUG W 0 3 W Y NO. 6 AWG BARE GROUND WIRE CONDUIT SHALL PROTRUDE FROM O OR PIGTAIL EXTENSION FOUNDATION AT LEAST 3" d 2" 3" °. W I v v COPPER GROUNDING STRAP BETWEEN • a. < _ ANCHOR BOLT, CONDUIT & NO. 6 AWG ° H o < c• • • BARE GROUND WIRE OR PIGTAIL I A A 2 D Z a EXTENSION. _ N O IpI � � 8 c a x a FOR MOUNTING HEIGHT ° v SEE POLE SCHEDULE ° v o j LL a I ° v v . I�-- 2-0" 3" TYPICAL OF ALL FOUNDATIONS I BREAKAWAY BOLT 4"x 6" REINFORCED COUPLING (ONE HAND HOLE & COVER OF FOUR) • CAST ALUMINUM W FRANGIBLE TRANSFORMER BASE WITH ACCESS DOOR 7. ts� � • i-M Mi 1891 W <IN. 2" HLVEL BREAKAWAY BOLT s crymn ..:. ` � � COUPLING I 42 �� LLJ> N Q ; O C v ° ° ° 6" TO BE FORMED AT THE TOP TO 3"A 2'- DIAMETER • v' Z v - NOTE-TOP OF CONCRETE FOUNDATION SHALL v a v v v O W BE FLUSH WITH THE GROUND LINE. n. _ A HANDHOLE DETAIL AND A 1/2" NUT o ° w Y m 0 v '.° o BOLT COVER U HOLDER DETAIL (FOR GROUNDING) .o - (n O a v - SHALL BE REQUIRED. of mQU 49 ~ m ~ ANCHOR TRANSFORMER BOLT COUPLING ELECTRICAL Z BREAKAWAY TYPE' (BREAKAWAY TYPE) DETAIL DRAWING TYPE 10—A POLE ( � a v BASE TYPES FOR LUMINAIRE STANDARDS TYPE 10—A LUMINAIRE STANDARDS, o POLE BASES & FOUNDATION 3 0 LJ DETAILS 3 a o cc NO SCALE I rCJ)4 NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY,5 THE OTHER WAY.O O O cLLJ Z C w c Z M w +-4° w rnl 3 c o 0 O C)w O 0. U m m I m C L (A w Q 3 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS "DID" OR EQUAL a a 1" DIAMETER BEND �n p W L �- BRASS SCREWS 2 2 2 2� � � 2„ � 2„ o13, 2„NEOPRENE GASKFI D IDW IDLDREINFORCED CAGENO. 16 GALVANIZED 3/4" MESHLWL1" AUGi"tDESCRIPTIONTYPE I AND TYPE II METAL PULL BC<F S SHALL BE 8" BRASS HOLD DOWN BOLT CONSTRUCTED OF CAST IRON '�NITH p MINIMUM WITH HEXAGONAL BRASS NUT. WALL THICKNESS OF 5/16". 111 C)VER SHALL BE CHECKERED STEEL. THE BOX AND :OVER SHALL PULL BOX CONCRETE BE HOT DIP GALVANIZED. • ELECTRICAL BOND, NO.6 AWG MINIMUM DIMENSIONS W MASTIC, APPLY IN FIELD COPPER OR EQUAL TYPE I TYPE II �- Z • ;ONCRETE LINE �3� F _ Z Q PULL BOX METAL L= BACKFILL TOP 6" WITH L = 19-1/4" L = 25-1/4" a MINIMUM INSIDE DIMENSIONS EXCAVATED MATERIAL W = 13-1/4" W = 16-1/4" J N SEALING GASKET CONDUIT 6 AND TAMP SECURE D = 12" D = 12" c C TYPE I TYPE II I D L = 14-1/4" 1 D L = 20-1/4" a p NO. 30 FELT PAPER I D W = 8-1/4" I D W = 1 1-1/4" z z o • ;00 C) SEPARATION C L = 15" C L = 21" — Im • W = 12 INCHES W = 12 INCHES CONDUI BUSHED NIPPLE C W = 9" C W 17" Z o LIQUID TIC-IT RIGID CONDUIT HUB CONDUIT IN PLACE U 3 o 0 L = 18 INCHES L = 24 INCHES 23" AS REQUIRED N o O m O D = 10 INCHES D = 12 INCHES � O • FIELD DRlll CONDUIT ENTRANCE HOLE. TREAT DRILLED HOLE WITH ; H S GALVACON OR EQUIVALENT BEFORE INSTALLING CONDUIT HUB. ELECTRICAL >= Z I 0 DETAIL DRAWING 3 �_ 4 •O 1" CLEAN STONL a � O O DRAINAGE PULL BOX METAL TYPE I & II o ° • - E d PULL BOX CONCRETE TYPE I & II 3 o 0 c bm• O PULL BOX METAL TYPE I & II PULL BOX CONCRETE TYPE I & II NO SCALE a 8 o I i o � 3/4" PVC SCHEDULE ~ N 80 CONDUIT TO D JUNCTION BOX AT rj CURB (SEE PLANS) W O Q PAVEMENT NUMBER OF TURNS AS _ INDICATED ON PLANS (= Z 4 PULL BOX N PULL TYPE "T' UNILET OR EQUAL __/ BOX WITH REMOVABLE COVER Z BASE m o w 40 NOTE- CEMENT CONDUIT w Li Z Z o PVC TOGETHER PER SCHEDULE J w U d MANUFACTURER'S 80 CONDUIT �' W INSTRUCTIONS. z ;3 U DIMENSION p (L U AS INDICATED r ON PLANS TEE TYPE CONDUIT FITTING. o PLACE CLEAN STONE DRAINAGE UNDER Q w 3/4" PVC TEE (1' SQUARE BY 2' DEEP). p SCHEDULE < 3 80 CONDUIT ,L I < (TYP.) ELEVATE PULL BOX 1" ABOVE SIDEWALK F< LEVEL, SLOPE CONCRETE AWAY FROM PULL N O 90' PVC CONDUIT BOX LIP FOR 2'IN ALL DIRECTIONS. ELBOW (TYP.) SAWED SLOT PAVEMENT DIMENSION AS INDICATED ON PLANS fl - a' DIMENSION AS INDICATED�{ ON PLANS INSTALL NO.12 XHHW CONDUCTOR IN v v PULL CONDUIT. NUMBER OF TURNS SHALL BOX BE AS CALLED FOR ON THE PLANS, CONDUIT DETAIL SCH PVC SCHEDULE w 80 CONDUIT DIMENSION ? wTEE TYPE CONDUIT FITTING. AS copUb1"' PLACE CLEAN STONE DRAINAGE UNDER INDICATED (If _o h TEE (1' SQUARE BY 2' DEEP). ON PLANS p�N 2" MIN. SAND CONDUIT PULL BOX & CONDUIT LOCATIONS a 8�y5tE i %i 6" MAX. / / OVERLAP DIAGONAL CUTS SO • " c' ° PAVEME4— THAT SLOT IS FULL DEPTH HEAVY LINES SHOW SAW CUTS AT TURN POINTS AND CHIP W , TO ACCOMMODATE WIRE LOOP SHARP INNER CORNERS Z BASE W < CROSS SECTION OF SAW CUT RECTANGULAR LOOP Ui & (FOR NEW PAVEMENT) NOTES w N v of THE SLOT SHALL BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. Z O • 1" MIN. AFTER THE DETECTOR LOOP IS IN PLACE BACKFILL THE SLOT WITH SAND TO �_ a _ A DEPTH OF 1" ABOVE THE CONDUIT AND FILL REMAINDER WITH PLANT MIX. ' 1— " BEVEL • �I RESISTANCE OF THE WIRE LOOP TO GROUND SHALL BE CHECKED AFTER THE 2 Z W M SAND I CONDUIT WIRE IS PLACED IN THE CONDUIT, BOTH BEFORE AND AFTER THE LOOP IS O SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES 3 nj A FAULTY SPLICE OR WIRE INSTALLATION WHICH SHALL BE CORRECTED. p' ISd je�%� w Y m SAW CUT THROUGH PAVE 9 NT PAVEMENT OR TO THE DETECTOR LOOP WIRE SHALL BE N0.12 XHHW CONDUCTOR, TERMINATED A MAXIMUM DEPTH IN A WATERPROOF PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO a OF 6' A TWO CONDUCTOR CABLE (SPECIFIED ON THE PLANS) WITH A SOLDERED, I v t BASE WATERPROOF SPLICE FOR THE LEAD—IN RUN. _=III ELECTRICAL Z N SECTION OF SAW CUT THE PULL BOX SHALL BE ENCASED IN A 2'-0" DIAMETER BY 8" DEEP CONCRETE 2 Q olA. DETAIL DRAWING 3 CROSS a -- PAD AS DETAILED UNLESS LOCATED IN A CONCRETE SIDEWALK. SEE PLAN SHEET. a (FOR EXISTING PAVEMENT) CONCRETE ENCASEMENT PAD FOR LOOP DETECTOR PULL BOX LOOP DETECTOR INSTALLATION 14 1 3 0 w m • SIGNAL POLE SCHEDULE LOOP DETECTORS PHASE DIAGRAMS aJ I.C10P IOOP LOOP LOOP LOOP CONNECTIONS LOOP CONNECTIONS ASSOC. No . TYPE ITEM NO. STATION OFFSET MAS1 ARM LUM NAI�(E I[: NATION BASE NO. SIZE TURNS TYPE AT PULL BOX AT CONTROLLER VEH_P_H_A_S O T SIGNAL LIGHT HEIC,IF TYPE PPB I to L1 6'x8' 3 RECTANC,. m Actuotedl ( W , SERIES - TO AMPLIFIER 01 , I ,l 617 233 040 360+85 62' RT N/A N/A N/A I 1_2 6'x8' 3 RFCIANG. _ I ta, I ' Z 1-3 6'x8' 3 RECTANC:. yP_ED _- -- -�.�{ I �'_ SERIES TO AMPLIFIER 03 ��~` I I 1� ,(S2 3-A--900--7 r,i i 713 097 361+02 47' RT 45' )5' 4',' 2'F. x /'6" Anchor t4 6'x8' S RE�TANu. ---- W. plain F _ / I t W_ O (>D Q ; 5 2-A-5 +00-4 693 504 36083 62' t'I Jill, N/A N/A 2't x POP Anchor LS 6'x8' RE(inNG ERtES — — -- - L6 Wx& ? RECTANC SERIES - '--� I I 040 ,54 10-A-')Uo (1h, , 733 621 360+68 88' LT N/A (Reuse) (RCL •j 2 e 4'r.° Breakaway V 6'x8' REcrANG. SERIES > SPED -- - i a L8 6'x8' 3 RECTANC- PARALL-L - TO AMPLIFIER 04 I` 155 1-140N/At rIPPB o 7 613 140 360+OS 89' LT N A N%%c 2"' < 4' Anchor L9 6'x8' 3 RECTANC. I/ 1 14 1 (,Actuated o 1r 3-A-900-6 7 713 096 359+83 48' ,_I 40' 15 - n f x 7'6° Anchor L1O 6'x8' t Rfl:1ANG, SLRIFs F yJ1 N I !42 I �3 I 04 T IT W ? I�- - -- LIT 6'x8' 3 RE,-TANG Note: Actuation of either of the two emergency pre-emption detectors on W. Main St. for east- or M N 10-A-SOO-r 7 183 055 3.58+50 72' RT N/A 15' xi:',' L" a 4'n° Creakaway 1? 6'x8' s RLr-1rNG 'FRIES westbound emergency vehicles} will result n an immediate transition* to phase 02 shown in Ir• D o -- - -- ---- -— S SERIES TO AMPLIFIER 04 pph� ase diaqrom above. Actuation of any of the four emergency pre-emption detectors on Z o N o L�§a 2-A-900-6 7 F33 906 359-96 53' RT 40' N A Ni-? 2'F z ?'F' Anchor 113 6'x6' S RL- IPNG W. Babcock St. or S. 23rd Ave, (for north- or soutnbound emergency vehicles) will result I r7 W cn / SERIES immediate transition* to phase 0 shown in the phase diagram above H I 3 _ - - - --- -- 1.14 6'x8' 3 RF(TANG- U d (59) 10-A-SOD-S (Reuse) fi17 733 621 359+97 73' RT N/A (Reuse) (Rer,_c I 2" < 4'r° Breakaway - - - --- --- -- + (includire cri =rooriale clearance phase) rn Y o S4 Reuse Type 10-A-500-5 Standard S3 Type 2-A-500-4 Standard O U (1 1-140 617 673 140 360,72 87' RT NIA N/A N '/', C .1 Anchnr 1 - Emergency Pre-emption Detector 1 - Emergency Pre-emption Detector it O / / B 1 - Pedestrian Push Button a U See Electrical Detail Drawing-Sheet E3 ggCOC/r New Type I Con rete Putt Box v /% Used Pole & / `� X a� Lu\inaire \� •— / CONDUIT & WIRING O _s S3 / QQ 3 1 of AWG No. 8 Conductor S4 W Z �A 1 1/2" Steal C.unaull 1 al Bare AWC No. 10 Conductor 1 of 12 AWG No. 14 Cable (=iynpl' �o ~ Z 2" Steel Conduit 2 of AWC No, 8 Condu�lor {ligqhl,nq) ` O�Y / /°'/ N 1 Emergency Pre-emphan Cab1a A )1 of Barc AWC No. 10 Crniauctor \ A 1 1/2" Steel (onduil �1 of Bare AWG No. 10 Conductor / O Type® \ 1 ' 52 T e 3-A-900-7 Standard 1 0l 9 AWG No. 14 Cable Q 1 - Emergency Pre-emption Detector ® 3 I of 2 AWG No. 14 Cable Signal O9 �\ l 1 - Pedestrian Push Button Steel Conduit 2 of �6 AWG No, 14 Cable f Signal) \ ti 2 of AWG Nu. B Conductor (Ilyhtirlc�) 10 2 of 2 AWG No. 14 Detector I oop -hieldea Cublt New Type I Concrete Pull Box \ �/ 2 Emergency Pre-emption Coble qq 1 of Bare AWC No. 10 CanaaClor 4 / / /S\ 1" Steel Condu-IIt #1 of 2 AWG No. 14 Defector Loop Shieideo Cable / / Extend new conduit to AA � '\ � / / controller of 19th & W. Main !rl 1" Steel Condut 2 of AWG No. 8 Conductor (Lighting) S5 Type 1-140 Standard 1; p / (Includes 4 Type I Concrete Pull Boxes n 1 0l Bare AWG No. 10 Canducil9 r ® / S2 See Special Provisions for Locations) LG, 2" Steel Cundu l 1 of 16 AWG No. 14 Cable SI nol 2 (See Sheet E9 for 19th Ave. Crossing Detail) [\1 of 12 AWG No. 14 Cable ((SIM y 2 of AWG No. I Contluctor (Lightiric) 1 0l 2 AWG No 14 Detector Loop Shielded Cable l 1 Emergency Pre-emptio Coble S6 Type 3-A-900-6 Standard 1 of Bare AWC No 10 :actor 1 - Emergency Pre-emption Detector \•" �13 1� New Type "D" Controller Cabinet Pedestal A� SfP 0 ,f 12 AWC Na. 1d 1 ,i 1 - Pedestrian Push Button 12 Relocate e 1 1/2" Steel Conduit ® ,'w. 1 0( 2 AWG No. t4 D I, 'id Cable 1 of Bore AWC No. 10 S6 14 S1 a A 1" Steel Conduit )1 of 2 AWG No. 14 D,-t-I hielded Cable Emerge Pre-emption Detector (Typ.) 2 of AWG Na. 8 Condi, 1�-, 1 40 AMP Service Assembly on New Wood Pole 0 1" Steel Conduit 15 / k �® New Type II Concrete Pull Box S1 Type "D" Controller Cabinet Pedestal 1 of Bore AWG No. 10 (_Qftdu �Vr yP 1 - Type 4-A SS Controller ® 2 of AWG Flo. 8 Condu�tor (l ight{n './ 16 21 ® // 22 4 - Loop Detector Amplifiers 1 1/2" Steel Conduit 1 of 2 AW`` No. 14 a ector Loop hielded Gable // 1 - Emergency Pre-emption System of Bare AWG No. 10 Conductor Relocate 0 0 // 1 SIGNAL INDICATIONS 1" Steel Conduit 2 of AWG No. 8 Conductor (Lighting) / / / /� 1 of Bare AWG No. 10 Conductor Lan, 2" Steel Conduit 1 of 16 AWG No. 14 Cable ((S_lgqnot) ' Q, 23 New Type I Metal Pull Box O 12 rH(:�) 12 12" 2 of AWGNo. 8 Condu for (Ligf tin 01 0( 2 AWG No. 14 De�ectar Loop hielded Cable 19 SS / 12 12 12 W 1Emergency Pre-emlt,an Cable // �� O 1 of Bare AWG No. 10 Conductor 1 T1812" 12" O 12" Z ® 1 1 2" Steel Conduit 1 of 12 AWG No. 14 Cable (Signal) / / 1 of 2 AWeG, No. 14 Detector Loop Shielded Cable ! \ ® 12"Y/G ® 12"Y/G F- qq 1 of Bare AWC No. 10 Conductor s / sr / v$ ®1 Type 1-140 Standard QQ3 Z LLJ /u\ 1" Steel Conduit 11 of 2 AWG No. 14 Detector Loop Shielded Cable ° / 1/ \\ ".JI�J � 1 1�2" Steel Conduit of Bare AWG No, 10 Conductor / S9 t6 ® t t t0 14 33 w M Pull Wire for Future Interconnect 04 ® 3 of 12 AWG No. 14 Cable (Sign)I) �/ 12 t7105109 O 4" Steel Conduit ( ) � C 3 of 16 AWG No. 14 Cable Signal / Used Pole & \ \� \ 18 Qz EJ 21 Q' C • 1 of 9 AWG No. 14 Cable `\ 1 4 of 2 AWG No. 14 Detector Loc[ -bled Cable Luminaire \ D Z O C 4 Emer ency Pre-empptiara Coblc t - 1 of Bare AWG No, 10 Cond,c New Type I Metal Pull Box \' / _ ® 1 1/'2" Steel Conduit 12 of AWG No- 8 Conductor j / / \ 1 LEGEND Z % N NEW BURIED CONDUIT r- w / (8 Type 2-A-900-6 Standard I�_� ® TRAFFIC CONTROLLER CABINET W Y m 11 - Emergency Pre-emption Detector, U V p 1 - Pedestrian Push Button V) O 0 LOOP DETECTOR X ULi N / a / a S9 Reuse Type 10-A-500-5 Standard I V oul� � � LUMINAIRF F t� 1 - Emergency Pre-emption Detector 0 ` n` I� Z_ PEDESTRIAN SIGNALS N 11 MOUNTED ON POLE W C S7 New Type 10-A-500-5 Standard CJ I PEDESTRIAN PUSH BUTTON A) 3 S / a POWER PUIh V O _ I� 2 �. 4 ( EMERGENCY PRE-EMPTION DLILCToF o 0 00 O } a o f o PULL BOX 1 ° a O - - "�� � Q 1 ri ° 3 0 < w Pole & S7 �\ / , TRAFFIC SIGNAL FACE > 3 O Luminaire IVWITH BACKPLATF z IRAFt1C SIGNAL FACE 11C New Type I Concrete Pull Box �\ Reloca c' / WITH BACKPLATE & TURN ARROW w/ Stub for Future Signal Interconnect \� By Othe /� F1 Ji o w H = N W Z W W OIL Q = Z w � o r7 N g Q W Z w m N z F Z M W n � � 3 w rn o 3 U 91 tl U / 9C` _ UJI !n + - -- -- T, C14 -- - f I I 11 W. MAIN ST. / N � IU �� x �I - - - - - - - New Conduit Extended from J New SSdewalk New Controller at W. Main/ f L7 LLI W. Babcock/23rd Ave. (Incl,,drr. 3 Type I Concrete Pull Box—; Z Not Shown. See Special Pi wi =_m' Existing Controller Cabinet W Contractor Shall Run Interconnect Cable W Q for Locations.) C5 into Existing Controller and Make Connections. .N Q N,. JyY, t `&J Conrc:; 110i t ,r _ _ Existing Pull Box ; r') N O -0 c o 0 U o 4 L►1 LEGEND U) o m N w » NEW BURIED CONDUIT 6 Z S — — EXIST. BURIED CONDUIT ® TRAFFIC CONTROLLER CABINET o 3 DETAIL OF NEW CONDUIT CROSSING 19TH AVE. a U LOOP DETECTOR C1 Q 0 LUMINAIRE 0 a IL 0 F POWER POLE h � 3 `o w r rn o m • ❑ PULL BOX > O � 3 I TRAFFIC SIGNAL FACE sic WITH BACKPLATE $ � A I i U) � � o w ow r w a- o O v :Q o Z O V = Z +. 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SHEETS 1 1 - STATE OF MONTANA -- DEPARTMENT OF TRANSPORTATION MONTANA - 94-306 R1 3 WEST BABCOCK, WEST MAIN and 23RD AVENUE HIGHWAYS DIVISION RIGHT OF WAY PLAN OF FEDERAL AID PROJECT NO . 94- 306 WEST BABCOCK, WEST MAIN and 23RD AVENUE THIS PROJECT GALLATIN COUNTY CONVENTIONAL SIGNS PROPOSED RIGHT OF WAY LINT - EXISTING RIGHT OF WAY LINE RAILROAD RIGHT OF WAY LINE - - CENTERLINF (�) OR PROJECTED LINE EXISTING CENTERLINE STATE AND NAIIONAL BORDER LINES CITY OR TOWN LIMITS LINE COUNTY, PARK OR FOREST BOUNDARY ------ SECTION LINE OWNERSHIP BOUNDARY FULL ACCESS CONTROL -Ae LIMITED ACCESS CONTROL THIS PROJECT EXISTING ACCESS CONTROL �l/I////1l/ PRESENT TRAVELED WAY (P.T.W.) FENCE LINE —x x x- 1Ly1�711:r1 L11iI d 'L--I - EXISTING GUARDRAIL PROPOSED GUARDRAIL ,, �gdlil_lil' Ilyl_I_II-LII.,+L'I i GATE IN FENCE —*— �x I I II O,�I L;II.B irI I fb j.I CATTLE GUARD: EXIST. — PROPOSED SECTION CORNER FouNu uNF0uN0 all p l� 1/4 SECTION CORNER N DQ u ,nanrt.7 I CLOSING CORNER MEANDER CORNER 00 CENTER OF SECTION 00 © POWER POLE IN PLACE TELEPHONE POLE IN PLACE { �II " �nJr INDEX ZI TELEGRAPH POLE IN PLACE -0- III U TI 1� Ill PARCEL SHEET LIGHT POLE # I !I, �I II of NO OWNERSHIP N0. POLES TO BE MOVED 1 JAMES do MABEL L STEPHENS R2,3 `+PROPOSED CULVERT �I 2 CNL INCOME FUND X.LTD., _ R2 �1 --- - EXISTING CULVERT o- ;I, 1rL�I A FLORIDA LIMITED PARTNERSHIP OUTLET DITCH -- =-- I� 3 CENTEULA MAE PROPELESSLERTIES R2 INLET DITCH -_--_-__= ASSOCIATED PROJECT 4 _ CENTURY PROPERTIES FUND XN. R2,3 m�vp2\Z4�0 � A CAUFORNIA UMM PARTNERSHIP EXISTING DITCH - ID. 0 5 DAVID A. OSTERMAN R2 CHANNEL CHANGES ci. c ��r� ' 8 SAME AS 4 R2,3 -- °'n 7 W. BRUCE MECKLENBURG. ET AL R2,3 DITCH BLOCK ip68L9yecti 8 DONALD J.,_VERONICA_ C. & R2 RIPRAP I JAMES W. DECOSSE BRIDGES �� FRELATED PROJECTS 9 GALLATIN COUNTY R3 RAILROADS �� � 10 ROBERf L STEINMANN R3 50-2 25 82 PARCEL NUMBERS 70 11 _ CO-TRUSTEES OF D.C.&R. TRUST R3 — PROPOSED —J �� �_ AND SW TRUST, ET AL APPROACH: EXIST. Designed By: S. Foutch, P.E. ■ RPA Drawn By: T. Donaldson E.I.T. Date: July, 1994 Helena MT ♦ Checked By: G. Larson, P.E. Pecda & AssociatesApproved By. R. Peccia, P.E. Set Number: Robert WB4RO01 l - OWNERSHIP ROAD APPROACHES N PARCEL NAME ADDRESS IOTAL GROSS R/W EX. EASE, NET REMAINDER CONST. PMT. EASE. PRIVATE PUBLIC AREA AREA AREA AREA LEFT RIGHT AREA AREA PARCELS NO. OF FIXED LOCATION ~ rn _ SIDE SIDE STATION ROAD I j 1 JAMES & MABEL L. STEPHENS 2320 W. BABCOCK, BOZEMAN MT 59715 -'_ SHEET R3 SERVED APP. STATION ROAD Z 2 CNL INCOME FUND X LTD., 400 E. SO. ST- SUITE 500 8520 SF 0 0 0 18520 SF 0 253 SF 1 & 2 1 LT 358+15.24 W MAIN RT 358+47.79 W MAIN W A FLORIDA LIMITED PARTNERSHIP ORLANDO FL 32801 5 1 LT 363+61.21 W MAIN RT 360+32.84 W MAIN = Z a 3_ EULA MAE LESSLEY 2221 W. BABCOCK, BOZEMAN MT 59715 217800 SF 2487 SF 0 2487 SF 215313 SF 1530 SF 324 SF 6 & 7 1 RT 28+80.98 BABCOCK E LT 360+40.75 W MAIN Secticr, 11 4 CENTURY PROPERTIES FUND XIV, 185 S. STATE ST. 4 F SHEET R3 7 1 RT 29+49.47 BABCOCK E RT 363+75.00 W MAIN N A CALIFORNIA LIMITED PARTNERSHIP SALT LAKE_ CITY, UT 84111 1 1 RT 10+63.13 BABCOCK W S 5 DAVID A. OSTERMAN 2210 HIGHLAND CT., BOZEMAN MI `_i9715 188070 SF 295 SF 0 295 SF 187775 SIF 1421 SF 0 3 1 LT _ 11+47.16 BABCOCK W .. 6 CENTURY PROPERTIES FUND XIV, 18:i S. STATE- ST. LL SHEET R3 -_ 2 1 RT 11+63.09 _ BABCOCK (W) T2S- R5L .•• A CALIFORNIA LIMITED PARTNERSHIP SALT LAKE CITY, UT 84111 5 1 LT 12+44.78 BABCOCK (E Z 7 W. BRUCE MECKLENBURG. ET AL BOX 367. BOZEMAN MT 59715 EE SHEET R3E m m 8 DONALD j., VERONICA C. & 27761 SF- 0 n 0 127761 SF 29 SIF 0 --- - O co � a1 JAMES W. DECOSSE 2500 FAIRWAY DR., BOZEMAN MT 59715 Z O N o UJI � Ol Y o O U SW4NE4. SE4NE4 a m EG. 11 SEC. 11 V) I' w , a 3 _ Z a g z to o a CID :I: m .I pdN SS. o .I s^ GL N. o • `mom l�. o� c� n •� �.i ,,-_ • v� � � .I b .ram d � �w� � 02& oo t . .. .... .... .. . ... .... .. . . . . . . . . . . . . . . . . CL W. BAB OCK ST. 0 �_ s� CL W. BA COCK ST w Qo - o — o o Z • LLJ u j% Fib Z O .% � SS • / CCJ Z r �. _ 6' 27.• „ ui • , /% / �� � 3 W ram+ o N o m O / 40 ` (7) W M Z I. ct t1 + 6f w•'` �� 25 00 I1.� .......... .......:::........ .... .. .. ....... ... . .... .... .. o 4 4 NW SE Q �. M SEC. 11 . • �. Q �O NE45E4 °) 3 tl• �e+ j �`I N' �`.j O SEC. 11 5 k� E a A c • OWNERSHIP ROAD APPROACHES FA NAME ADDRESS OTAL GROSS R/W EX. EASE. NET REMAINDER CONST. PMT. EASE. PRIVATE PUBLIC x M PARCEL ~ AREA AREA AREA AREA LEFT RIGHT AREA AREA PARCELS N0. OF FIXED LOCATION � W SIDE SIDE STATION ROAD ES & MABEL L. STEPHENS 2320 W. BABCOCK, BOZEMAN MT 59715 JEGOTIATIONS ONLY SERVED APP. STATION ROAD Z TURY PROPERTIES FUND XIV, 185 S. STATE ST. 8594 SF 8594 SF 0 8594 SF 0 SF 0 1 & 2 1 LT 358+15.24 W MAIN RT 358+47.79 W MAIN t7i ALIFORNIA LIMITED PARTNERSHIP SALT LAKE CITY, UT 84111 6 1 RT 20+59.82 23rd AVE LT 23+40.06 23rd AVE W ZWTURY PROPERTIES FUND XIV, 185 S. STATE ST. 51341 SF 25362 SF 0 25362 SF 625979 SF 5504 SF 0 Section 11 N Z A CALIFORNIA LIMITED PARTNERSHIP SALT LAKE CITY, UT 84111 _ M 7 W_ BRUCE MECKLENBURG, ET AL BOX 367, BOZEMAN MT 59715 70 SF 0 N o 9 GALLATIN COUNTY N/A 4458 SF 284 SF 0 284 SF 4174 SF _ 0 10 ROBERT L. STEINMANN P.O. BOX 905, BOZEMAN MT 59715 NEGOTIATIONS ONLY C o � 11 CO-TRUSTEES OF D.C.&R TRUST NEGOTIATIONS ONLY Ir T2S- -R5E - - - - _ Z AND S&J TRUST, ET AL P.O. BOX 1965, BOZEMAN MT 59715 m c Z O N o 3 N W 'rn 0 U a 0'SU KI. . . .... — •. jl � O L _ 0183.10' �.; T 627.70' 3 R 1,432,395' W h E - 131.49' ►- 0 Q C� w II 25 00 - -......—..—. .—..—..L....... .—.-:...—..: . S � • A 6 d 0 NE4SE4 NW 4SE 4 SEC. 11 SEC. 11 °^� n. 0 00 `J .09 µ \ y4 6 � w O F I X� ,y x S r s I \ z• d� ,.,' O� ¢.Ili I '�-e �/ _•a Q / • W 10 w 1 z I J r'� W S LOT > • v BLOCK 1 �. P 1 W 00 �' 1 00 � p - PC 20+74.82 _ W M njm . �1 �.•. + > N R -D(ISn9' wC o • z0 LOT 2,_.BLOCK II( N f END CONST. PMT. Y m _ III W o e N U a w • i R �EXISIINfi-�. - I Z - 1�' V� 19 00 W U � � 3 S w v Q � O L 0 • M 0IL I N M N m u- 0 m U 0) In m • 3 7E It Lag I