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Federal Aid Project No. STPU 1201(4) - Nineteenth Avenue
DESIGN DATA MONTANA DEPARMENT OF TRANSPORTATION A.D.T.0992) • 7,300 A. D.T.(2012) • 18,000 D. H.V. • 1800 FEDERAL AID PROJECT NO. S T PU 12 01 (4) D _ 55-45% • 10.0 GRADE , SURFACING, CURB & GUTTER, SIDEWALK, STORM DRAIN T ... ,... . V . 45 M.PH. NINETEENTH AVENUE (A LIMITED ACCESS CONTROL FACILITY) • - LETTING DATE — BOZEMAN GALLATIN COUNTY SURFACING MATERIALS -CONTRACTOR FURNISHED DEPT.OF HIGHWAYS THIS PROJECT BOZEh"_kN,MONTANA - LENGTH 0.5 4 MILES SCALES HORIZONTAL e 1 Inch— 50 Feet VERTICAI4 1 Inch— 10 Feet C11111088 SECTIONS--HOR. & VERT.R 1 Inch= 10 Feet REDUCED PRINTS APPROX. 1/2 ORIGINAL SCALE 1 ss I W � sI S2 34 l 35 36 �" _ 31 3� -- TIS T2S T2S ` 6 \` ` END 19TH AVE. $ 2 `` r- 5 29+42.69 Q \ 1 1 I •• 1 I L• _ ; \•• 0 I1 I. '• � w.• - 11' �� BEGIN 19TH AVE. 1+19.33 AH ON - STPU 1201(4)= 35+83.14 BK. 12 I ° �_ R �' ON M-1201(3) �„ - i -.j T2S—N—R5E 1+ i 14 13 .l • (, 2 ! STATE OF MONTANA - • - i _ ----__•®` DEPARTMENT OF TRANSPORTATION RELATED PROJECTS 1 Cr' _ _ APPROVED 1 -� it �fY�`= 19 STPU 1202(3) T•- - _ CA R !------� MARVIN DYEBy \ DEPT O TRANSPORTATION 4 26P1E4ILP EI 41 } ,• /� i;4_ © AL PRECONSTRUCTION ENGINEER / tt,, ^ U.S. DEPARTMENT OF TRANSPORTATION 1 23 24/ i\\�} �. I FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT ( 11 a APPROVED AGREEMENT NUMBERS R W 81 I.C. M1299(2) P. E. M1299(I) DIVISION ADMINISTRATOR DATE STATE PROJECT NO. SHEET MONTANA STPU 1201(4) 2 TABLE OF CONTENTS SHEET NO. SIGNING AND STRIPING PLANS SHEET NO. ROAD PLANS s1 1 SUMMARY - SIGNING AND DELINEATION QUANTITIES S2 TITLE SHEET SIGN LOCATION & SPECIFICATIONS S3 TABLE OF CONTENTS, LIN. & LEVEL DATA, NOTES, BASIS OF PLAN QUANTITIES 2 SIGNING & STRIPING 'LAYOUT TYPICAL SECTION 3 UTILITY PLANS U1 SUMMARIES TITLE SHEET U2 GRADING, ADD'L. GRADING, NEW CONC. CURBS, SIDEWALKS, DRIVEWAYS, & SAWCUT; STA 0+00 to STA 15+00 (19th) NEW MONUMENTS, TOPSOIL SALV. & PLACING, SEEDING, BLUETOP STAKING 4 5 U3 STA 15+00 to STA 29+42.69 (19th) SURFACING, ADD'L. SURF., PAVEMENT MARKING QUANTITIES STA 0+00 to STA 15+00 (OAK) U4 DRAINAGE STRUCTURES, REMOVE STRUCTURES, ADJ. SAN. SEWER M.H. to GRADE, STA 15+00 to STA 30+00 (OAK) U5 ADJ. WATER VALVE BOX to GRADE, RELOCATE FIRE HYDRANT, MISC. ITEMS 6 STA 30+00 to 41+00 (OAK) U6 DETAILS STA 41+00 to STA 48+06.48 (OAK) U7 DRIVEWAY APPROACH PAVING (2 DETAILS), CONC. SIDEWALK, CURB & GUTTERS, NEW CONC. 7 RIGHT OF WAY PLANS CUTOFF CURBS, WHEELCHAIR RAMP TITLE SHEET 1 MONUMENT BOX, RCP & CSP RISERS, HAND-FORMED CONCRETE FLOW DIVERSION, 2 8 MODIFIED CURB INLETS, FIRE HYDRANT DETAIL, SUB-EXCAVATION 10 STA 0+00 to STA 15+00 (19th) 3 9 INTERSECTION GEOMETRY (CURB RETURNS, ETC..) STA 15+00 to STA 29+42.69 (19th) 4 BLACKMORE PLACE SUBDIVISION 11 STA 0+00 to STA 15+00 (OAK) PLAN AND PROFILES STA 15+00 to STA 30+00 (OAK) 5 STA 30+00 to 41+00 (OAK) 6 STA 0+00 to STA 15+00 (N.19th) 12 STA 41+00 to STA 48+06.48 (OAK) 7 STA 15+00 to STA 29+42.69 (N.19th) - 13 STA 0+00 to STA 15+00 (OAK) 14 CROSS SECTIONS STA 0+00 to STA 29+42.69 (19th) 1_9 STA 0+00 to STA 11+50 (OAK) 10-I3 ELECTRICAL PLANS El-E5 NOTES LINEAR & LEVEL DATA BASIS FOR BEARINGS 1. CURB RADII ARE MEASURED TO THE FACE OF CURB. 2. PROFILE CURB GRADES ARE TO TOP OF -CURB. SOLAR OBSERVATION ON THE LINE BETWEEN THE S.W. SECTION CORNER, AND 3. CLEARING AND GRUBBING SHALL BE INCLUDED IN THE THE WEST 1/4 CORNER OF SECTION 1, T2S R5E UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION. LENGTH OF ROADWAY 19th AVE.(1201) 4 LANE 2823.4 FT.= 0.535 MI. 4. U.S.G.S. ELEVATIONS ARE USED THROUGHOUT THESE PLANS. LENGTH OF BRIDGES 0 FT.= 0.000 MI. 5. ROADBED COMPACTION COSTS ARE TO BE INCLUDED IN THE UNIT PRICES BID FOR UNCLASSIFIED AND STREET EXC. TOTAL LENGTH OF STPU 1201(4) 2823.4 FT.= 0.535 MI. LEVEL DATA SOURCE _ 6. APPROACH SURFACING TYPES ARE AS FOLLOWS, SEE ADD. SURFACING FRAME FOR QUANTITIES BENCHMARK DATA ARE BASED ON A STAMPED BONNET NUT ON TYPE A=CONC. PVMNT. TO R/W, GRAVEL TO END OF CONST. A FIRE HYDRANT AT THE N.E. CORNER OF OAK STREET & N. 7th AVE. (SEE DETAIL SHEET) PROJECT COORDINATES U.S.G.S. ELEV. = 4762.10 (USED IN THESE PLANS) TYPE B=GRAVEL FROM SDWLK. OR CUTOFF CURB TO END OF CITY DATUM = 4746.66 (FOR COMPARISON ONLY) CONSTRUCTION (SEE DETAIL SHEET) STATION COORDINATES DESCRIPTION NORTH EAST _ BENCHMARKS N. 19th 1+19.33 9,919.778 10,009.410 BEGIN PROJECT ' BASIS OF PLAN QUANTITIES 1+99.34 10,000.000 10,000.000 � DURSTON, 12.50' LT. (SW COR. SEC. 1) B.M. STATION DISTANCE ELEV. DESCRIPTION 2+39.34 10,039.700 10,014.041 P.C. NO. LT. RT. (QUANTITIES FOR ESTIMATING PURPOSES ONLY) 3+65.06 10,165.325 10,018.892 P.1. 4+89.34 + 10,287.925 9,991.063 P.T. 19th AVE. 5+34.21 10,331.674 9,981.133 P.C. 1 1+70 61.5' 4785.54 FH ON 20th & DURSTON STAMPED #258 1. COMPACTED WEIGHT OF GRAVEL 3700 # C.Y. 6+72.34 10,446.383 9,950.556 P.I. 2 8+03 79' 4779.79 50d NAIL 12" ABOVE GROUND W. SIDE POLE 2. BITUMINOUS MATERIAL WEIGHT 8.5 �#/GAL. 8+09.63 10,604.453 9,946.285 P.T. 3 16+90 84' 4768.99 50d NAIL 12" ABOVE GROUND W. SIDE POLE 3. PLANT MIX BIT. SURF. WEIGHT 3855 #/17+30.95 11,525.338 9,917.797 � STEVENS 4 28+18 32' 4753.78 "X" ON EDGE MH RIM 4. PLANT MIX BITUMINOUS OIL 6.0% OF PLANT 28+51.60 12,646.540 9,918.130 W 1/4 COR. SECTION 1, 35.00' RT. OAK ST. MIX BIT. SURF. WEIGHT 28+83.28 12,677.121 9,882.167 OAK 5 1+70 47' 4756.32 R.R. SPIKE 12" ABOVE GROUND E. SIDE POLE 0.30 GAL S.Y. 29+83.28 12,677.121 9,882.167 END 19th 6 10+89 39' 4750.58 50d NAIL 10" ABOVE GROUND N. SIDE POLE 5. PRIME OIL / 7 13+21 37' 4749.57 R.R. SPIKE 6" ABOVE GROUND S.E. SIDE POLE 6. TACK OIL 0.05 GAL/S.Y. OAK ' 7. MINERAL FILLER 1.5% OF PLANT MIX AGGREGATE 1+55.85 12,675.633 9,974.915 BEGIN OAK AS DIRECTED BY THE ENGINEER 11+80.54 12,659.181 10,999.473 � N. 17th 8. COVER MATERIAL 25 # S.Y. 9. SEAL OIL 0.35 GAL/S.Y. t91tl•E.- Typical Section No. / STATE PRO✓ECT NUMBER SHEET North 191h Avenue MONTANA STPU 12oi(4) 3 102.0' - Varies 11-0' 78.0' - - - 13.0, (See X-Sections) .-Drain To Curb _ 39.0' 39.0' Drain To Curb (0.02 F1.Per Ft.) ---- - --- - (0.02 Ft.Per Ft.) 20' - 37.0'Prime Bi Tack,Seal a Cover 37.0'Primg91_Tack,Seal&Cover .20 L o' 5.0' 5.0' 8.0, houlder/ 12.0'Traffic Lane 12.0'Traffic Lone 14.0' Median 12.0'Traffic Lane 12.0'Traffic Lane 8.0'Shoulder/ 5.0' 5.0' 3.0' Sidewalk Boulevard Bicycle Lane Bicycle Lane Boulevard Sidewalk o Profile Gro = -Seal 9Cover Profile 11 Top of Curbe, Vofles r Top of Curti'; I o Fil I Depth a)Slope - 10.02'/I.0' �-0.02'/1.0' 0.02'/1.0' Stake Varies Sectioas Cut Depth at 11r_IIII%See X' S Vo Slope Stake o ee 'es d=11il=IIII=1111= 4"Sidewalk(Typ.) `e c 0.2'Cr.Top Surface =0.40'-PI.Miz Bit.Surf.,Grade B(2 Lifts) `Sec/Ms e° ��0' ut Depth aDSlopeStake Type A,Grade 2 075' -0.15'-Cr Top Surf.,Type A,Grade 2 0.75 S 2.90'-Cr. Bose Crse.,Type A,Grade 5 Crown 0.02 Ft.Per Ft. _ Crown 0.02 Ft.Per FL Quantities _ Aq re ate Material Bituminous Material 19TH AVE. COVER PL.MIX CR.TOP+ CR. BASE PL.MIX STA.2+11.34toSTA.10+00.00-Transition Exist.Durston Rd.Shoulder to Typical No.( UNITS MATERIAL SURF SURF CRSE UNITS OIL PRIME SEAL TACK STA.10+00.00 to STA.294 42.69-Typical No.I AREA SQ.FT. - 29.6 11.1 230.8 SQ.YIDS.PER STA. 822-2 822.2 822.2 CU.YDS.PER STA. - 109.6 41 .1 854.8 TONS PER STA. 12.68 1.05 1.22 TONS PER STA. 10.3 211.3 GAL.PER STA. 41.1 Quantities do not include aggregate material for sidewalks. Typical Section No Typical Section No.3 Begin Ook Street Connection STA 42+59.98 to 45+25 Transition N. 7th A oulder to Typical No.2 End Oak Street Connection STA 45+25.00 to 46+04.40 Typical STA 46+04.40 to 48+06.48 Train to Typ.No.3 STA 48+06.48 (PTW T 60.0' 25.0' 30.0' 30.0' -- 12.6 12.5' 2.0' 28.0' 28.0' -- e,Tack,Seal 5 Cover Prime,Tack,Seal 8 Cover 2. 10.5'_ 10.5' I Prime,Tock, Seal&Cover - 3.0' 0.5' 2.0' 9.0' _ 14. �- 14.0' Median 14.0' 9.0 st. 12.0' Ezist.12.0'Shoulder Traffic Lone Traffi a Shoulder Lane Drive Lane Profile Grade Vo,/es Profile Gr. Seal 9 Cover Profile Grade- Match New.02' 0.02 ft ft 0.02 ft/ft Match New Curb f Top of Curb Finish Gr. To of Curb Curb Ezist� Match G 0 ► p Lt. r.Curb Lt. To Exist.Curb Rt. 0.02ft/ft in Place Cut Depth at Von/es s Slope Stk. 0' Como.P. it.Surf,Grade B(2 Lifts) Fill Height at Slope 0.75' I 0.75' 0.75'-►� 0.15' Comp.Cr.Top Type A,Grade 2 Stake -+I O'40'Co .Mix Bit.Su ode B(2 Lifts) 2.90' Comp.Cr.Base Type A,Grade 5 0.75' 0.15' P.Cr.Top Sur Typ Typ rode 2 2 omp.Cr.Base Crse.,Typ rode 5 Nate Slopes Vary _- - - - See X-Sections Crown 0.02'ft. Per ft. Crown 0.02'ft. Pe +-- Cr. 2'per ft. Cr. 0.02'Per ft.-. Quantities Quantities Aggregate Material Bituminous Material A gate Material Bituminous Material UNI COVER PL.MIX CR.TOP CIRPAS PL.MIX CO PL.MIX CR.TOP CR.BA PL MIX MAT L SURF SURF CRSE UNITS OIL PRIME SEAL TACK UNITS L SURF SURF COURSEUNITS OIL PRIME SEAL TACK OPREA SQ.FT. - 22.4 8.4 178.4 SQ.YD,PER STA - 622.2 622.2 622.2 AREA SQ. F - 8.4 3.2 77.1 SQ.YD.PER STA - 233.3 233.3 233.3 CU.YDS.PERST - 83.0 31.1 660.7 TON PER STA 9.60 0.79 1.06 - CU.YD. STA - 31.1 11.9 285.6 TON PERSTA 3.59 0.30 0.40 TONS PERSTA 78 160.0 57.5 1222.3 GAL.PER STA - - - 31.1 TO R STA 2.9 59.9 22.0 528.4 GAL PER STA - - - 11.7 STATE PROJECT N0. SHEET SUMMARY MONTANA' TPU 1 201(4) 4 GRADING STATION UNCLASS. STREET EMB. REMARKS EXC. EXC. (C.Y.) (C.Y.) (C.Y.) 19TH NEW CONCRETE CURBS, SIDEWALKS, DRIVEWAYS, & SAWCUT (STD DWGs 64-67, & DETAIL SHTS) 1+19.33 2+36.15 330 Conn. to Durston Rd. Lt & Rt NEW CONC. NEW NEW 4" ** NEW 6" ** SAWCUT - 2+11.34 29+42.69 10862 12379 STATIONS CURB & CUTOFF CONCRETE CONCRETE REMARKS 3220 4960 Additional Grading Frame GUTTER CURBS SIDEWALK DRIVEWAY (L.F.) (L.F.) (S.Y.) APPR. (S.Y.) (L.F.) LT. RT. LT. RT. LT. RT. LT. RT. TOTALS 14082 330 19TH 1+19.33-1+55.11 68.1 29.4 Incl. 20'R on Durston * Excess material to be disposed of by the Contractor at a location 1+20.70-1+58.93 69.3 30.8 Incl. 20'R on Durston approved by the Engineer. Costs for Haul are to be included in the 2+38.49-10+96.20 914.0 17.0 494.1 100.0 100.0 Incl. 20'R, Sawcut-Durston; 15'R, cutoff curb to 11+29.70 unit prices bid for unclassified excavation and street excavation, and 2+41.83-16+92.64 1562.9 741.4 236.1 Incl. 20'R-Durston; 20'R, 46.50' ext., 7 Apprs. 11+68.20-16+97.27 589.1 34.0 313.3 Incl. 20'R, cutoff curb from 11+29.70; 15'R, 5' ext., 1/2 cutoff curb on Stevens will not be paid for separately. Embankment data provided for 17+64.63-29+42.69 1247.0 74.0 657.0 Incl. 15'R, 51.5' ext.; cutoff curb on Oak, and rest of Oak St. contractors information only. Not a pay item. radii and extension 17+69.26-29+42.69 1154.8 165.0 625.8 Incl. 20'R, 1/2 cutoff curb-Stevens;20'R,1.79' ext., cutoff curb on Oak, and cutoff curb on 19th and radii TOTALS 1 5605.2 1 290.0 2891.8 236.1 200.0 ** SQUARE YARD PRICES FOR SIDEWALK AND DRIVEWAY APPROACHES SHALL INCLUDE PROVIDING, GRADING, PLACING, AND COMPACTING SUBBASE GRAVEL. ADDITIONAL GRADING SEE PLAN SHEETS FOR CURB LAYDOWN LOCATIONS. STATION UNCLASS. EMB. EXC. *** REMARKS FROM TO C.Y. C.Y. 19TH TOPSOIL SALVAGING & PLACING, SEEDING 2+30.0 15 Appr. Rt 95' (SEE SPECIAL PROVISIONS) 2+11.3 4+50.0 2810 2810** Subexcavation STATIONING SEEDBED TOPSOIL SALV. AREA N0. 1 SEED FERT. REMARKS 6+56:0 150 Appr. Rt Type B) FROM TO (ACRES) COND. & PLACE (ACRES) (ACRES) PP yP ) (ACRES) (C.Y.) 8+68.0 20 Appr. Rt (Type B) 19th. 10+29. 20 Appr. (Type B) 11+ 1+19.33 I 15+00 1.72 1.7 925 17 1.7 19th Ave. 12+96..0 1 5 Berm for 5 Appr. Rt (Type B)r Cutoff Curb Lt 15+0 fo0 29+42.69 1.92 1.9 1032 19 1.9 19th Ave.15+20.0 5 Appr. Rt (Type B) OAK St. 17+30.95 40 Street Appr. Rt (Typ. #i Surf. Thickness ) 1+32 1 11+45 1.06 1.1 444 11 1.1 Farmers Canal Stm. Drain Along Oak St. 17+30.95 85 Street Appr. Lt (Type B) TOTALS 4.70 4.7 2401 4.7 4.7 28+83.3 260 Oak Intersection 11+50.0 29+59.0 265 Ditch Grading OAK St. 1+32.0 11+45.0 151Q Stm. Drain Cover Embankment 11+45.0 11+75.0 60 Channel Connection Lt. NEW MONUMENTS BLUETOP STAKING 0 STATION EACH REMARKS 1. 1 CRSE MILES 19th ** Backfill must meet the requirements for an A-1-a material. 17+30.82 1 19th & STEVENS *** Embankment quantities are provided for the Contractor's information only, 28+51.60 35'RT 1 W 1/4 COR SEC 1 and shall not be paid for separately. 28+83.28 1 19th & OAK 0 Quantities included in "Grading' Frame TOTAL 3 SIATE PROJECT NO. SHEET MONTANA STPU 1 201(4) 5 SUMMARY SURFACING STATION LINEAR FEET AGGREGATE MATERIAL BITUMINOUS MATERIAL TONS C.Y. TONS TONS GALS. REMARKS FROM TO GROSS NET + - FOR COVER PLANT CR. TOP CR. BASE MINERAL SEAL PLANT PRIME TACK MAT'L. MIX SURFACE COURSE FILLER CRS-2 MIX MC-70 SS-1 GRADE SURF. TYPE A TYPE A LAT. MOD 85-100 4 A GRADE D GRADE 2 GRADE 5 - - USE ROADWAY IN PLACE 1+19.33 2+11.34 92.01 92.01 DURSTON ROAD - - 33.4 346.3 28.7 1123 MAINLINE TYP. N0. 1 2+11.34 29+42.69 2731.35 2731.35 19th AVE. 281 5771 1122 23,348 ADDITIONAL SURFACING 18 342 165 1417 - 2.2 22.3 1.8 73 - TOTALS 2823.36 2823.36 299 6113 1287 24,765 91.7 35.6 368.6 30.5 1196 ADDITIONAL SURFACING UANTITIES INCLUDED IN SURFACING FRAME STATION LINEAR FEET AGGREGATE MATERIAL BITUMINOUS MATERIAL TONS C.Y. TONS GALS. REMARKS FROM TO GROSS NET + FOR COVER PLANT CR. TOP CR. BASE SEAL PLANT PRIME TACK MAT'L. MIX SURFACE COURSE CRS-2 MIX MC-70 SS-1 GRADE SURF. TYPE A TYPE A LAT. MOD 85-100 4 A GRADE D GRADE 2 GRADE 5 1+19.3 1+87.3 - 2 34 7 169 0.2 2.0 0.2 7 CONN. TO DURSTON ROAD LT & RT 2+11.3 2+41.6 - 1 29 6 104 0.2 1.7 O.1 6 CONN. TO DURSTON ROAD LT & RT 1+19.3 29+42.69 - 92 APPR. GRAVELLING - SEE ADD. GRADING FOR LOCATIONS 1 25 5 92 0.2 1.5 0.1 5 CURB RETURNS & FILLETS LT -PUBLIC APP 11+29.7 17+30.95 5 95 19 404 0.5 5.7 0.5 19 CURB RETURNS & FILLETS LT & RT - STEVEN'S ST. 28+83.3 ti 9 184 36 648 1.1 11.4 0.9 36 CURB RETURNS & FILLETS LT,RT - OAK ST. TOTALS 18 342 165 1417 1.8 2.2 22.3 73 PAVEMENT MARKING QUANTITIES 4" YELLOW 4" WHITE 8" WHITE 24" WHITE PLASTIC STATION WHITE YELLOW PLASTIC PLASTIC PLASTIC PLASTIC WORDS & REMARKS PAINT PAINT STRIPING STRIPING STRIPING STRIPING SYMBOLS FROM TO (GALS.) (GALS.) (L.F.) (L.F.) (L.F.) (L.F.) (SQ.FT.) 0+00 29+42.69 70.3 125.7 9977.3 1806.0 1872.0 201.0 252.2 19th AVE. TOTALS 70.3 125.7 1 9977.3 1 1806.0 1872.0 201.0 1 252.2 l STATE PROJECT N0. SHEET SUMMARY MONTA NA STPU 1201(4) 6 DRAINAGE STRUCTURES STATION LINEAL FEET NEW STORM DRAIN 71� CUBIC YARDS EACH (C.Y.) _ CSP-IRR-0.064' CSP-IRR-0.109' RCP - IRR. BEDDING CL. "DD"CLASS 2 48 PJ 84 PJ RCP RISER CMP RISER TYPE 1 FLOW REMOVE CULVERT 22/3"x1/2'CDRR 3" x I" CORR. CL. 2 CL. 2 CL. 2 CL. 3 MATL. CONCRETE RANDOM NEW CURB INLETS TYPE 3 TYPE 3 WITH MANHOLE WITH MANHOLE DROP CONTROL FROM TO 12" ® 66" 73"x55" ® 12" 24" 60" 73"x45" (51D DOG 4041) (STD DWG 30) (STD DWG S) LEFT DEPTH RIGHT DEPTH 54 MODIFIED MANHOLE MANHOLE RING k COVER RING &COVER INLET HEADGATE CULVERT EXC. REMARKS 19th Ave. (SEE DETAILS) (STD. DWG.57) (STD.DWG.57 (SEE DETAIL) (SEE DETAIL) 12 2+31 2+31 6+30 400 1 Manhole 13' Rt _ 3+40 480 400 13' - 54 Rt 4+63 18 x24'CSP 10 — 6+30 60"x40'CSP 20 28' Rt 6+30 16+92.6 1058 - 1 Manhole 54 Rt _ 6+60 1058 _ 3450 54 - 65' Rt 8+6 EE� 60"x4O'CSP 10 31' Rt 10+62 42"x36'CSP 15 29' Rt 112+72 24 76 - 1 4 5 1 5 2 42"x36'CSP 15 65 Rt 12+72 24 280 1 1 35 Curb Inlets Lt do Rt 16+92.6 1 210 Connection to Blackmore Place STM 16+92.6 1 5.3 1 40 Curb Inlet Rt Manhole 65 Rt 1 .3 6 16+92.6 16+97.3 76 1 5 7 ' Rt -4 16+92.6 17+75 76 91 15 Curb Inlet Lt 17+12.5 17+49.5 17+30 74 2 3.3 a 3.5 60 Curb Inlets 102 Rt 17+30 - 15 x44'CSP 20 17+75 - 60"x40'CSP 20 17+75 22+46 466 1 Manhole 65 Rt 466 2050 65 Rt 22+46 - 22+46 28+00 548 548 1 Manhole with Flow Diversion 65 Rt 22+46 29+59 724 1620 65' Rt 28+00 16 24 160 Irr. Line 4 Si hon 60 Rt 5x45 Bends 28+00 76 20 Manhole 120 120 65' Rt. t DropInlet 85 Rt 28+00 29+31.1 1 3.5 1 4.0 1 1 55 Curb Inlets Lt do Rt 28+12 350 65 Rt to 68.1' Rt 28+67 4Yx36'x33'CSPA 10 29+31.1 18 x24'CSP 5 29+59.0 1 Manhole 68.1' Rt Oak Street 1 IRR. Flow Control Gate 12 1+32 1+32 1+52 32 35 2 Curb Inlets Lt do Rt 1+52 11+51 1000 I100 120 90° Se mented Bend. 4 Thrust Block 6+14.5 2190 70 Lt 11+51 1 11+51 11+75 32 35 1 Manhole 70 Lt 11+75 30 33 1.3 12 120 900 Se mented Bend 4 Thrust Block 215 90 to 120 Lt and Outlet Prot, TOTALS T 88 2072 476 1 1032 1 280 1 1094 120 3966 1 1.3 12 3 5 1 1 2 1 1 1 2 1 2 I 11540 SEE SPECIAL PROVISIONS FOR WATER TIGHT CONNECTION SPECIFICATIONS ®SEE SPECIAL PROVISIONS FOR COATING REQUIREMENTS L� FLOW DIVERSION INCLUDED IN COST FOR MANHOLE A BENDS INCLUDED IN COST FOR PIPE RELOCATE FIRE HYDRANT EXISTING EACH NEW REMARKS REMOVE STRUCTURES LOCATION LOCATION STATION LUMP DESCRIPTION SUM 19th MISCELLANEOUS ITEMS 19th 1+75 63'LT 1 1+65 63'LT WITH AUX. VALVE 3+32 0.3 Concrete Headgate 1+75 63'RT 1 1+65 63'LT WITH AUX. VALVE STATION CUBIC YARDS S.Y. REMARKS 17+10 0.4 Gauging Station (salvage to owner) TOTAL 2 17+30 0.3 IRR. Sfructure CL. "DD" CL. 2 GEOTEXTILE FROM TO RANDOM EROSION CONT* SEE SPECIAL PROVISIONS CONC. RIPRAP CL.H a IIITOTAL 1.0 OAK ADJ. SAN SEWER M.H. to GRADE * 1+32 1+52 5 *Thrust Block for Storm Drain, Lt 11+51 11+75 5 *Thrust Block for Storm Drain, Lt ADJ. WATER VALVE BOX to GRADE LOCATION EACH REMARKS 11+63 11+87 105 210 Outlet Channel Lining, 120' to 175' Lt STATION EACH REMARKS 19th 28+20 32'RT 1 19TH AVE. TOTAL 10 105 210 19th 1+70 1 37' LT of CL * SEE SPECIAL PROVISIONS 1+70 1 37' RT of TOTAL 1 TOTAL 2 + SEE SPECIAL PROVISIONS * SEE SPECIAL PROVISIONS STATE PROJECT NO. SHEET Throat Width+ 2.0' I.0' _ Throat Width 1.0' MONTANA STPU 1201(4) 7 .0.02 ft./ft. 0.02 ft./ft.+ r Match Existing 6.t I I6/ vacles A Pavement at R/W Line 'E 0.3'Compacted Cr. 6 (o Top Surf., ype A,Gr.2 I/8"x I" Contraction Joints (Typ.) 6"Conc.Approach Paving w0.02ft/ft. 0.02fVft.� > 4'Sidewalk (Std.Dwg.65) NOTE: Wheelchair Romps to be 4"Sidewalk(Sid.Dwq.65) Constructed at all New SECTION B-B Intersecting Street Cross- 5'Wide Concrete walk, S idewol k(See Std.Dwg.No.65) SheetsSee Detail I/2"Expansion Joints ;� Bock of Curb Spec a sl De of Nrl9th 9 Expansion Joint B Oak. Match Existingb Ground —— _ _ —____ +— at R/W Line I (�A 5'Curb La down _ A 5' N Edge of Concrete Gutter L Transition . o" Bt Grovelled Width B Curb La down Throat See Ron B Profiles ' ' - \.,� Wheel Chair Ramp Equals Throat W dth ' (See Std.Dwg.No.64) a For Widths _- '' I/8"z I Contraction Joints(Typ.) m o 3 Laydown Curb 6"Conc,Approach Paving > , O Radius(Typical) 4"Sidewalk (Std. .65) 4"Sidewalk(Std. Dwg.65) ;� 1• - Contraction Joint Varies 5.0' 5.0' 2.0' Expansion Joint Match Sidewalk Single Inlet S Max.=t006ft./ft. S=002f1/ft. S 00867ft/ft.—� 7- 12"Ezpansion Joints io Bock of Curb a, oa =9 9..r vA',.• a e �I Contraction Joint Q, 0 --———————— 1 4-0" 5L0" 4=0" with 6xt6 Inlet4/4 WWFn 5' 6"Concrete 5'Curb La down _ LA Edge of Concrete Gutter Gutter Quant ty. and TransNion N 0.2'Compacted Cr.Top Surfacing, Curb La down Throat v Type A,Grade 2 See Plan B Profiles Wheelchair Ramp Detail For Widths (24'or 30') SECTION A—A mJ No Scale Varies 5.0' 1 5.0' 2.0' 1 Type A Driveway Approach Paving Detail Match Sidewalk S=0.0867f1./ft.y SEE STANDARD DRAWING 65 S Max.==0.06ft./ft. S=0.02f1./ft. NO SCALE 77M 'a 0.3'Compacted Cr. Top 6"Concrete Surfacing, Type A, Grade 2 0.2'Compacted Cr.Top Surfacing, , Type A,Grade I"Rodius` /I/4"Rodius Sidewalk SECTION A—A Future 5' 5=0" 5'-0" I' 2-0" Along N.7th Ave. 0.40'PM.B.S. TypeB Driveway Approach Paving Detail `° 0.15'Cc Top Surf 50'Radius SEE STANDARD DRAWING 65 (to Face of Curb) B Fac ansian NO SCALE 2.90 Cr.Base Course Joint Concrete Cutoff Curb Shall Be TE: Mirror Image Detail for E Constructed Of Air Entrained S.W. Corner of Intersection N Class"DD" Concrete. m C r- SECTION A—A Iw Laydown r U1, Curb m r' Wheel C Ram 9 I/2 v (See Sid D 4) 4''Corxzete Sidewalk(Sttl. /S, a o Drawing No.65) T '90. of 8 2" /y°To o LL v Expansion \� to eta �peeOf/T/ p o o —3"Radius a e i n Joint V2"Min. pro yG yr o,/Cad \�j 8 no �-4°Radius P° o�o` She 3 a A Prs� Z n s o 03: `a _+— Laytlown Curb Far Driveway Approaches •loy� in o —I/2"Deep joint Placed at 10'Maximum 55'to(L Intervals.Groove Shall be Continuous on A r 71h Ave. Qa" The Top Exposed Surface For The Widtho of Curb 9 Gutter.(See Std.Dwq.No 66) New Cutoff Curb Length Varies 2' down o C " Laydawn Curb For Wheel Charr Varies—See Detail Shoet Ramps Back To Back of Curbs a 0.2'Compacted Cr.Top Surfacing 24 ---_ _--� Ex onsion Type A,Grade 2 0 Joints New Concrete Cutoff Curb Detail " Concrete Sidewalk,Curb & Gutter Detail No Scale Wheelchair Ramp Detail Scale ��Z i=�r-0 FOR N.71h/OAK INTERSECTION(West Side) (DRAWN as N.W. CORNER) NO SCALE STATE I PROJECT NO. SHEET r NOTES tall Hydrant with Pumper Nozzle MONTANA STPU1201(4) 8 Facing Street Olympic No. 5680 with Sid. Manhole Ring & Cover 2. Thrust Restraints shall be Provided in the Form of Conventional Concrete Smooth Lid, or Approved Thrust Blocks on the Tee, valve, and Equal Monument Box Hydrant as per MPW Specifications. Place Top of Monument 3. Hydrants shall be Installed a Minimum of Box 1/2" Below Finished Surface Street Paving 2 behind the Back of Curb, Edge of Sidewalk or Edge of Pavement. Mueller Centurion or City—of- 4. The Hydrant Valve Shall be Installed as Bozeman—Approved Fire Hydrant, Fa...x 2 2-1 2" and one 5" 3"�• °_ •rvrt�.,�T+ 0.40' Plant Mix Surface Close to the Water Main as the Dimensions 5-1/4"Barrel, of the Hydrant Tee and Valve Allow. ( ) / Pumper Nozzles, Dry �_-- 0.15 Crushed Top Surfacing 5. The 6" csoo PVC Pipe Section May Be Omitted, Barrel Type 2 Layers Heavy Cardboard 66" CSP and the Joint Gate valve installed in the Crushed Base Course 84"0 Type 3 close Coupled Configuration, as Directed by Over Excavation to be Cut ,a the Engineer. 0 Top of Concrete Manhole gi" o and Removed Before 2" Drain Pipe to Flow Diversion 6. The Price Bid for Fire Hydrant Installation, Monument Installation g°v g ��•d °p0 Gravel Base Relocation, or Adjustment Shall Include All costs ------ --- for Labor and Materials Required to Complete the Work. Ex ist ins Ground 12" RCP o°p ID 3" Brass Cap Set from IRRIGATION , N g eo os Reference Points �Yn Adjustable Valve Box oo oo Adjustment Sleeve Concrete Base Excavation for Concrete Base Section A—A Telescopic Adjustment Min. 1/2 Cubic Yard °o f Washed Gravel _„ 0"O Gate Valve(MJzMJ) Min. with o' with Valve Box oo e°o O Existing Pipe a 66" CSP Monument Box 12" RCP Irr. 5' r (No Scale) to Smith—Blair or Dresser Thrustblock Flexible Coupling Thrustblock Manhole Ring & Cover I s" csoo - PVC Pipe (See Plans for Cover Elevations) Mechanical Joint Hydrant shoe Hydrant Installation See Plans / \ (No Scale) 36 / \ I� I I Curb Inlet Frame and Grate Note: Reinforcing & Concrete A A as per MDT Std. Dwg. 54 Galvanized or Rubber-Encased in Riser is to be in Accordance ` (or Approved Equal) Steel Steps at 16" Max. Spacing with ASTM Specification C478 12" Wide x 10" Deep Min. C Min. Vert. Load Rating = 400 lbs. ° I t Min. Pullout Strength = 1000 lbs. 60„ 60"0 CL. 2 RCP IRR. �c�e 1 0 2'-0" 6" (Typ. fe Concrete and Reinforcement 410Z 84"0 Type 3 Concrete Seal 4" Min. as per MDT Std. Dwg. 54 Manhole Thickness Over & Around ; 12" Class 52 Ductile Iron Pipe 45, I Wall Flange o 8" Ductile Iron Wall Flange 6 ` ao -- Precast RCP Riser a Precast 16"0 Hole (No Scale) U in 73"x45" RCPA i o C Manhole Ring & Cover ° (See Plans for Locations) I (See Plans for Cover Elevations) Plan View Modified Curb Inlets Varies (No Scale) 36" 36"0 (.064" thickness) 2 2/3"x1/2" Corr. CMP 3" Radius- #4 Reber x 12" Long with 3" Embed. on 12" Centers 78' Back to Back Fabricate to Match Galvanized Steel Steps at 16" Max. Spacing 39.0' 39.0 Corrugations, Water 12" Wide x 10" Deep Min. 12" RCP - Tight Joint & Structural Min. Vert. Load Rating = 400 lbs. Irr.�/ 1'-p" � � 3.45' Surfacing Courses Reinforcment per CMP Reinf. Plates at CMP Wall, per CMP Mfr. I �` —6" Radius Manufacturer 66„ \\ II. Floor Slab CMP Reinforcing Angles or Straps per CMP Mfr. I 4'-0" NOTE: Hot Dip Galvanized 3/8" Min. Thickness, 72" Min. Length. (Typ.) or Cold Galvanized with Section B—B Backfill w/ A-1-a Material 79.5' Sub-Excavation Bitumastic Coating Required after Fabrication. Crown 0.02 ft/ft �� Crown 0.02 ft ft 66"0 (.109" thickness) Hand—Formed Concrete Flow Diversion 3"x1" Corr. CSP IRR. (No Scale) SUB—EXCAVATION Prefabricated CSP Riser , STA. 2+11.34 AVE. to STA. 4+50 (No Scale) No Scale 1001'LT 1 /2' 12 00'LT CURVE DATA STATE PROJECT NUMBER SHEET J I FU URE ACK J P/ 3t6506 MONTANA STPU 120/(4) 9 � Y 6 j 1 CU S 44 d=15°00'00" 1+55.1/ J v I I h j 2+38.49 R=954.93 CURB RETURN V 3 Q I N.19 TH AVE.—BOZEM IV ' � `R i II Q CURB_ AFTUY D-250.009 SCALE 1"=20' d=92°42/5 H I PA MEN I �' R d-87/7 45 T=125.72' R=2000' I I R=20.00 L=32.36' j V I ` I Q L=30.47' RLW T=20.97' _ x + i N `J T/9.08' + O u-) N 12 tin c in — --� N VX 87°/7'45" �8°43'/5" SECTION LINE N0/°46'19 — i. c N 02°/2'4/"E l/ 2 Avenue "? 90°58T00 /2 / 93°0/'00" y. /9th 90°58'00" M 89°02'00" 2f l/.34 CUT 9 MATCH EXIST. PVMT. ,SO' v y/N TA.1+99.34 N 02°/2 4/"E LAY�Rg a --------- 89°02'00 ------- ---- ----- STM ------ — ��_� ---------------------� US —M ---------__ STM ------ -- ----- - EXIST 73"X45"RCPASTM7 R� �J i --- STM h �H� NEW 73"X45"RCPA STMJ ------ — �NEW PAVE NT /g mr/im1f r N 2 �j R/W RIW I R U R/W O H S I h h 2f4/.B3 1+58.93 I`.Yi O i � , CURB RETURN dUBB9°0205'� S 4 ETURN3i b O d-90°5B 00 R=20.00' R=20.00' �u a L=31.75' T=19.67' h~ h I N C� T=20.34' J W + /00+RT ./2' /2 t100'RT. U496.20 URB RETURN j j I II+66..20 C Q CURB00 d=90°OOOd' O � �d=_g0°000000 R=15.00' R=20.00 L=23.56 L=3/4/' T=/500 �tV T=20.00' V R/W R/W., T __ ... 37'FA /oFACE Q� _ o L-% °o O \ �J 90°00 " 90°00'00" N + N 01°46'19"W 90000'00'L 90*00,00" M /9 th A venue 24' o �SEC T/ONLME V LAYDOWN _ NO/°46'/9"W — CURB LAY OWN CU Bt N M u� - R/W - CURVE DATA P1 6-+72.34 R/W' d=1/°0/00" R=1432.40 D=4°00'00" L=275.42' T=13B./3 uj J J -� W 29+40.88= STATE PROJECT NO. SHEET 16+97.27 0 ~ ,R 28+2747= D p 0+5.49(OAK) CURB RETURN v> z tWi 0+0728(OAK) 'n O d=90°- I-5"- a W o 17+69.26 CURB RETURN 8 j pp u� CURB RETURN MONTANASTPU/20/(4) /O R=15.00' 1. Q j CURB RETURN v ¢ g Q j N/9TH-BOZEMAN N U of d=89° 35 d=87°18' 9 r; u°� _ d=89°06'S1" L-23.61' R=20.00 c� ip R=20.00' R=20.Od Z R/W q� SCALE I"=20' T=15.05' + L=30.48' N ti _ L=31.I1' L=31.35' + ti � T=19.08' ro W 1.79' Qf T=19.69' u.- -- R/W +V + T=19.93' R/W 1 0+00 U J W N 6+14.50 0 y_ 2I +� L=90°CURB RE00 pm 3 6+86. �n Z - R=15.00' W o tod 9R8 EOTURN g W o WIDEN SIDEWALK 1.81, T=5.00' U R ool CURB,STA 28+14.7 + 0 =31.42 + N �, /9th Ave. ++ o R/w- + T=20.00' R/w /9th 'Ave. o I N 37'FAC To FAC - 0 89°48'35" 90°11'25" 0 o a � + 92°41'31" 90°53'09 --- a m ' N 01°46'19"W I - cN N.01°46'19"W 0+63,09 Oak Street 90°I1'25" 89°48'35" N01°4821'E 0 ~ Uh O� 0 87°18'29 89°06'S1" z o0 90°00'00" 90°00'Od' + ui 29+42_69(N.19th) - SECTION LINE SECTION 1/4 CORNER 35'RT. END CUTOFF 6&Ra `D N OI°46'19"W LINE 28+51.60(N.19th) I S89°04'48"E - --- N01°48'211E R/W p 90°00, 90°00 11 NEW URB a 1+00 _ p ,GUT ER 16+92.64 16+92. 58.50'RT. 2 ►7+64.63 5350'RT 27+90.52N.19th= m ,\ �� i MID-S TION LINE CURB RETURN 6`__-_ CTR. RADIUS 17+64.63 I+55.85 OAK a v hi ` ° CTR. RADIUS -�- W CURB RETURN v Q - S 04'48"E 4=89°48 35' = W d=90 - CURB RETURN p 3 - 29+42.69= - Rz20.00* > R=15.00' d=92°41 f 30.00 �. W og::: I+22.50(OAK) _ I CURB RETURN L =31.35' Q if- L=2361' R=50.00 CD h,, 0 T -19.93' T=1505' L=80.89' _ /4i j 8=90*53'09" 2cr h T=52.4P O Oj I p R_20,00' - Q F pLOi 3 V I N T=20.31' U W` 27+90.52, 88.5'RT. I + R/W R/W CTR. RADIUS R/W / 5 8 OAK N U -- I _ 37'FACE FACE --� END CUTOFF CURB,PAVEMENT 8 SIDEWALK I1+44.34 -U p o 12+16.18 h J e5 CURB RETURN ell j J j CURB RETURN 0 =92°50'S7" L o a °�'o +47.87 "1 p o $; ti d=87°09'03" LO o 5.00' 29+19.87 v 1r >m a C RETURN o O N 19 CUR29+B R87 E RN L= .31' to U R=20.00' n Q �' c �! + L=30.42' d=9 1'54" o Qi CURB + � t. 2 + U N U T=19.03' R=15.0 It w + F d=2 58" } L=23.66' + v ij U R=20 0' + T=15.10' N L= .30' R/W + T 9.88' - t - R/W uj u> >h W W Oak Stre + to o M 8 ok Street "LAYDW +m 2 O g 0 + 87°0 92°5O'S7" g N c�z N Oak Street o CURB +) + 89°38'06 90°20'02" + N)° OD S89°04'48"E N S89°04'48"E M 90,00'O O 00'00" S 89°06'40"E - 9205057' 87°09'03" S89°06'40"E 0 90°21'54" 89°39'58" ,� o 0 90,00,00" 90°0dOd' MID-SECTION LINE o S89°0448"E S89°04'48" /CENT /4 CORNER SECTION I W W MID-SECTION LINE 37'FA 70 FACE / - _ �, S 89°06'40"E S 89°06 40 E + ro - 37 FA TO FACE to Z O _ _ (4j Z _ + R/yy, �- 37 FACE O FACE 11+44.90,58.5 L +16.74 53.5d RT. 28+4158 + - R/W + �- CTR. RAD ZSH R. RADIUS 2941 CURB R 2 URN 35+00. R/W 11+44.90 �� CURB RETU F` 34+28.68 ~ CURB RE N -CURB RETURN �-- 1 12+16.74 d=89°38 CURB RE RN ct m� o d=87°09'03" M R/W CURB RETURN R=20.00' uOil d=90°20'0 d=90° '00" R=20.00' = a rn =92°50 51 L=31.2 p > M R=15.00' _ '� qs,,{ > U to R=2 DO' U Kj c� d=90°00'00 L=30.4 Om� '� SZW `r R_ 31' T=19 '� - ti N ¢ T=15.09 L= 42' p tWi o R=23�6' T=19.0 pR R U�� T=15. 0 1r � 1r T 20.00' a a cr � rr T=15.00' QV + ~ - -- + N U o 0 M N U 2 � N U V 2 + U W rW STATE PROJECT NO. SHEET MONTANA STPU 1201(4) 11 P'i a I I � I I o— .` III o c C �I I o °' o c� a E v O O Existing 18" Outfoll , O o Sta 0+00 = 17 North of n w° o + (Abandon in Place) I (V ± Back of Curb—Along Existing Storm Line 13+00 III N. Ede 30' Utility Easement I I I ' I I 8" San Swr. I I jj I New Storm Drain 1 1 Water > j j S. Edge 30' Utility Easement Exist. Q I I House I I I I Corner rn I I 'c III E I I d n I I o (CE wz C � xw�0 I cmoI I ao12+00 I I E V E a I I c o 2 c I I y r LL. o — I 1 = c c I E J J z M R Blackmore III v01i � 3 N � •c I I w° E o ` N 0 v 0 a N ~ N a) Subdivision G y J a, W W 31 ° a c V) 0 U Z 0 Storm Drain o 0 n U y o o avi v + N m D T C O ss' 15' to' o c0 -aa Horizontal Scale: 1"=20' Vertical Scale: 1"=5' ..... .... ... .... .... .... .... .... .... .. ..... ., ... .... .. .. .. .. . ......... .- ... _. .,.. ....:.... ....:.... ....:.... ....:.... ......... :... . .. . ��`� Q .. .... .. ..... _. . _ .. . .. .. .. o �. .. . .. .. .. .. `3 SQ . :.... 0 R; .- . ...... .... .. .. _ .. . .... ... .. ... ...: ....:.... �: ?:::: Existing Ground urface..: '1 61 �s: .. .. at New tm:',Swr .. I ... ..... .... .... ....:.... ....:.... R.. .... fk. ... J.... 6 .. ... . . .. 6�e . e.. 4775 .... .... .. . : Q�Q Q ... ......... .... .... .. .... .... ..... .... .. .. .. .. . 4775 a� .. . ................... ......... —_. — .. . .... ......... . . .. .. _ . _ . .... ......... ......... ....:... .. .. ��. 477 ._ . .. ... .... _ _ _ --- — - - ---- -- .: 0 --_ — — . 4770 ... .... .... .... . . .. .. . ... .... .... .... . _. _.. ..................... .. . . 280' of 24" RCP ® 0. %. ..:.. I . ��L.V .. . 4765 :...; ..: .: .... ... .. ... .. .. 0+37 4765 ... .. . . ... .. ....,.... _ _ _. .. Exist. 4" PVC ewer Lin in Ptoc ... .... .... ... ..:... .. .. . (Relocate) te) .... .... .... ....... .. ... ... .. .. .... ......... ... 4760 0+52 4760 .... ......... .. .: : 9 t 2 :Water LI a in Place .... ....... ...... .. .. . .. . ... ... . .......... ........ ..Do No Disturb . .... . ��.. .... .. .. .. 3+00 2+ )0 1+00 mow ... _ L. I 57RTf. PROJECT N0. --- SHEET - - - PF3C J�CT GO13� 19TH BOiEMAN MT `;E; ' 9C 1 _ LU..YD3_; ELBA ntlNTRNR 5 Yas EXCRVATION ENT �a«.. _ T r � � C 7'P AVE VA lqrw 1.. Aw G 22 Xi ' '2T -41VL .%9-EP -_ 43, t — ?q NEV 73`" E4' K.400' G5',A -i j i 3 5TA. 3 ` tt 400 Y. cuLV. EXG. t o - r•. - - .4 G.Y f3EDows A'!7T�i':<'. C`.-q-._.'r -i, - -- G•61 r , i 7 i G3/ li0 co -yam—t= _ 1 4+JY-_� I LG,I S .F � v 2+5 � T .� _ .,... .. .. � .. 6-:__ - •..O'o ' OL L 1+..75.FIRE.ki AA/f..��- -.,.. V!-..2'-t Sn:: Sf,IR m �'' : - $9RlES 13EGIw RI PJRG:•ASE ---- :4+ AN,S ACCESS CON7/.1L fCr t - 12 II zr !s s 1 r - .- V,AO Z•F k7LL� O11,`£IV �t�QEX;af �37✓x4,SJLE C,xG, - , 1'7UwarEl:v,, tc 1 +99. 34 KGSL�UF�� P _ 1 I'M ., j,�t•�z svp�r;�. � _ l+ � t;A �� I-rC ,,. t . .. _.._ N. 'NJE'Bt= 81.9© eke � 2 1.7 (' J B 0{ nL+,C`vti Lf3 _,- TA•. 1 + "Q .:'17A.b4.`''/ J6' � 1QJR .`' .Ft:S a)., - f_/..y_ �r ,..- RflWA-E FIRE WCRAW-M.. M_r I ;"f STP� f TSB < '�a <r KI ! 7Ll �.tr_ .F QX, ✓r 7 I. ._ 1 ; _�.: �� r', :. +G6,L3 L. . :. At dST �I 'F. N�4lrV7f�►PYtl: ZT- I ?r'7 VC 2L77. rNLL /N AAtJY - - - - - _ 1t , STA. , s� _ i - STA. 77 r t - I- , r: , •r i t , I `CI Alt D �y ` - — ygrileu STRTE Pfl01ELT N — SHEET-NO. EYXRVRTION :-±-EMBANKMENTSTflU - f _ SCU.105. - t AVE. - - 7Z.-4 - 'VE 1 `x f: 8`ESG-rep r,rJ,fr os - 4 ? uu x -'038 C.V. :Y3EA.^.IN6 h1ArE,2r4:_ (srG DWG _ _._ 1Q � ty T - _ -_ � t �Enapvr �0"„AD'c5a t - - - - - -- - -- - - _. S T fl _ 213. - xt . - TYPE 3 1AAdJJ!OLEr :Aire' Mg 89 -00 SD IV, JJI T'- 74.4n � _ � I�"=`' I .� _ T - �—--�"fad -- -- - --__ _-I �-_ -�-•�._�1 - --- `-I, STA. 6+©a 3Cn - _.. _ S: _ ,n r I STA. S+SO „} - It J to _ 04 i o Itl 3 STA. 5+0.0 6--�-- V i 3 ,vv 1 C :._.—...-._._ ._.-_._._.-•-_.___—_.._: _ _ ".�._- _._:-.:._,-f._ .. .._ _ _ ._. . . .. _ice - _ - .... - - -.-- - ... � j.G: .. - - - 'ZD-._C Y� DULU..�"XC._ -..-. ____. -. f• -. .. .. .I. .... .. � .. 1 .: 4+S — r _ Or- Dr. EX ' T , w — ^ r i f - - �- - - :.. - .._ 'ST +0� r : iI , r _L {. ... r: ;` - 110 .St - Drain Trench Dimensi ns Shown Are for E _ r � ".. - Pu �n See A R �. Q 9 tpoess v , OSH Requirements for Actual Trop;ttoomensions. r t f 1' 10U 1 IGO s STRTE PRO JEST NO. SHEET NO. t i_ , __ .. .+ _ _ �nN,v y45r�✓f11- - : -_ _ _ _ _. _ .�.-- �-1._._._ - _..-_....is ,`'EMBANKMENT - .MONTRNR STPU k20I(4) _CII.1M 9T" ^ 1 � 1 44 t a - 0'62 --6S '27 _ - 56 ----:'. :kE:u �-r- 42.E i STA. 10+50 15-rY. JAKU. EXC, 41 - - STA -10*00 W. zr STA. 9+50 ..7' _ 69 J n STA. 9+00 r j rSTA. �} ` r3 J.. k 4-1 EX. TPEES. W l ,... STA $+�0 �,�,,�.Sr P-;r .er oi- -- ro�f�t� 5TA. 7+S 0 : -- -- - - - --- - : �3 STA. 7+00 t .. . . . Storm Drain Trench Dimensions Shown Are for Estimating NOTE: On See OSHA Requirements for AC�]al Trench Dnnen sons.; , I , _ r N0.- 'SMEF -N❑ - .., 1 rt EMBANKMENT MR TRNR ISTPU ' (4) !� EXCRVRTTON _ cu.T11S. .",---'.n1 __.._-_ .. - - . 1- '' I 71 _. A.. 14+0D_ ST _ r r. W _:-_. 41 L10 NOT IJ/JTUeB"EX TFEES%V cO,V37. f;1 " Y--�^ 5 �?Df JTA-/Z i BL Z9/4-f/G �F�(G�T TCEE _ a� wolf) -. 13+50 ; _ _ of 3t � , cos. _. _ o I .-�1,�- W� v - — 1: - - o - 1 �G - 5Tfl + 0 8 � . flEDL!fjG MATE(.))L 0 -. c P SE v�R rro T - _....- .... __. -r. - ,� _ �. _-..: •- .. - - 'MANN.OLE RM�4 RrJG COVE.0 . '_ _ -_. _. _.. .... .. 1 ELEV.- E Z�2 MdNhOLE 1350'/dr - town o:i _ I �:.�__ - ��,_ _---^_�'-�-ps> � - --- -~ _ ..-. vE u/-Z9'ti,2801 GL Z u _ � n TOrpt GNP GELV EE DEPLACE N r E _ rA h STA. 12 50 :_. I t 2 �P- �r a�� kE l�wcn* _ MAruLr cQNty�C`O!7'INJEkT ar.SL t , , r_ 1 , :. .. v _ 1 -- -- - - - 1 - STA �:� o - - - IL - - _ - - -� _ - JF'UT' �_ srerCr,aar�r�Aze. 75~CY. A-J-, 7F(3 tit - n r - LC T _ - .r.�" :• --1 - -__ - - 7 Rl.'- GON1Jr''Jlr� _. .. - NE�:i/ IZ'� b EL - hSAWurx ST1�. 1 1 +50 'vE�( I?"g z4'crrP rz,z con ✓ec- - _ - - :;11V CEO 1N V�:�T•!A! - - k. - _ .... OT /N c.ET /NVE Jdr.W>-=�I. - . G A1r.ERC �NN. ro �, C LD t9 M P9NJ ,N rrw .-.--+ --- .. y. .. f — . 11 00 zw8 o`co - r:-. ._.-..., l ghgwn AT@ for Esttmatln9-.- ; �tOrtrtfl[aUr.�ie�chaUnensignS.- 1OShLAR4[ urements for Actual Trench Dimensions, a . _ 1_ __... ,. -_ - - - _ ._t-..-•lam__ . . - a [+STATE PROJECT NO. - SHEET NO. EXCRVRTION - w .) - - --- - - -- _. . ____-- __ ___..._._-.__�- � �'�a.--.-�'• �_ IZ ENazb'czvxr_ nrrr 5TA. 1 7+511 �23 r �` ^"�'. } r7.49 S, roz"R7 r _; r 7ElV"fe.8 X• .INLEr' .CQNNECL r0 m A M;9VHD�6�T.._ `..3 25C.Y. GULV. EKL. - • �c o�,�lF c r rD •' _ 1 r75', 5. 1NVERT- 'a3.20 ----- 713 S..NPUa tC APP -- CSrEYC',YS) ___, _ � _ .. _ -_ _ -.._ - .. .. . ... _.� -_:` -� � 140 OG.Y.-IADO.LE MQ.o� i 17•30.9.5 PU80C APPR..LT- CST'EV€.k5� STA. 17+30. 95 �TFVEQ - - es , 3OUN5L E- c xc - _ TEE/E I * 3 lz v r1 2 L GAS - .. _ - P.EMO/F_ LQQ. 5`r VcC7 UP_E ier 17Q0 Lr •- - -jti w.. -r- 0 \TEL PE'). l I i x 2Enic�E.60S90�.H RE&,OVE r5'•>41 CoiP .-7`'/Z EXIST. G/4 G/,✓S STA. Z0CY ' - , CULV. EXC 20 C. GJLV.EXG:• -. ErnpVE GAGWG 5TA7/0N - /4•/ 1-:. `5TA 1.7+00 ._,.r_ti�------_ _ sAi�a�e ro ervaFgozenvl/ r ! t P �84`•ie CONNECT WLE?-Z - j NkW f z`-36'CL 2 RCP- KR, ,1 p1j y - - �_/ 35 G.V- CULV, EXC. ✓ — .i r 12,4 8E6 N 20 CONS'a P�Y,7 STA. 16+50 .'_3 ;a; NEW CU48 IN-Er 14 NE v.! ax c ;2C r x u 1 rL . ;NLE-r/,IT, +• `: := t - _ - - - !L --- 4. A/EW 12'+76'GL-2 RC,--X94, EXC. 5' C CU! .Y, tV.---- l ` STA. E. INI/ERr= �4,s _ - NErV CURL 1NLEr K,r C � r M Z r— - NEW !2"x L4r GMP LRK_ „ i _- - - --b. - -. _ _• _. _ - _ _ J 6t 9.z.1�.1^.i_1.7A� Z b_r f T,�. CXVEe x fc C F L'SZjh - 3 /< STA. 5+5fl .6 a 1 /7s r>s «r ( z , so E 1l _ 1- � p\� __ INEIn/ TYPE 12DkgP ICTEftT7Z;"klu C1.2'J@C�t,P2 '(SRATE ELEV.'= c5:t7'- s� STA'. 15+flD rW.,Al-YMu�v x Tro/DkA.//1 1 Y .1 _ r- - .. .. -d �O UNCL. EXC, 4I- y p Y y 3 - - - - - — > - STA. 4 1 +S0 - - - -POpo s Storm See ench Dimensions shown Aro fotimatg r Esin • -se OSHA Requkefnents for Ad�al Trench Dimensions. - -�O D -$I] 1�!TI t'."L`l•t"�.-t- -t' -t- r+ I .0 J EC T T1 U-1-��.1: -- - ( :_ ivTRTE PPOJEECT ND.- .SHEET O ---- - i�,kr�c,F•yp ��TH t�U?tMF�f3 M — SEP 22, . 1987 ---jj--- - 5 - M XCRVRTIO M6RNKP -. v - ,.' - ... _ .:.. ... _. _ .,_._.. ..,.. - :_ -- — -----',-- --• ---z�- - � _.._. __._ ._9 E Ef1T ^�- MONTRN �STPU �C L� �t c. q TH AVE -- - - 1 e4 ,.. A. � 1 +'S0 T t f ST . _ . _ r _ BB n - 1 � ' r - _ STA. 21 +00 _ i F - :t s _ STA. 20+50 _ , , ' - STA. 20+00 _ II[r _ sin7:- STfl. 19450 -- EDDNI,;; MATE�1.',_ - - - - - -_ 1y - 18•oD-r1 28cDo, i :r kADE ro D2A1!✓ rr'�CAL) o- 5nn 19 nn l)t 75 T-D• ZP_ 4G�: 65•/2r y L Q - EV L,�'x 4b(o' QSP-ilk 1 � - - L - -- - j _ -- - _ T A 18 5 0 _ -- - S (� { ` . K. VEW �89 rYPe 3 A AIHOLE w T STA.:__ _18+40 -.. k} LUR8 WE 7 A� /3'z t s On gee SIiA Rewiremehts for Arc Are �r Estimating ' � ualTronchDimensions l 0. G X 1:T.. 0 - ' c NOTE 8torm:D_ratn Ttench,Dimensfo_ne Shown A 5T1 1 E T-ROJEC,T NO.. }MEET NO. ! EXCRVRTTDN FM5RNKMrNl -- :. NON TANfl STi U IL1 4f rJ ,Cl1..YD5.. _. __ - __. . .._ CJ.TD`_. - -- - ------ --'-----'--I -"--- -- y 1n 19 TM AVE zO . STA.:_ 25+00. : L j v _. LU Er s5' STA. 24+50 5 T A. 24+00 CiEDOidr, f,1A7EP;AL .. - . _ r 1 _ , 5TA 23 50 - -- _ i ' f - �2 r Z i zK'f 5T,A. 23+0-0 . <Ta NEW 5�4B`tGSP-ERR A. r — Ark Csru D - _ - -- Ib20 C.Y. .r_u Y CXC, ' - =54$'.C:Y.�.:[GBr7G ff+C. _ t✓G 40) 1 i VEVJ fZ'k 729'CL.2 RCP-TOU _ . � 6r•OVE4'AT OAK �t-FEET` S T R 22+50 I - - - -_. 22 . . 84"� MArJNo:.E 4T r 9b VE W sq',O TWEf2 VAVF!'D C WITH FLOW-DTVE't$IJAZ".'hcIVl£rr:--,-- Kut ELEy, - .., - ni j G_. y S AJ.✓E _. tr . Y b S. Vi IV E"T - 2 59 , - T S Q - 7 � A 22+ 0 : _.. --- -- fVp Storm Drain pch Dimensions Shown Are for Estimating— �Pu Trposes Only See(3SHA Requirements,for Actual Trench_D:mensiens. ,. 3 ATE PR(fJEL'T.No. SHEET NO. .. -: - _. bra/ LTt'•/`'rtJ ". , - :.: . ._ - . ' .. : - _ - _ EXCHVHT!1N EMEANKMENT - HCNTRNA 5TPU 1201,4) 8 1.9TH AVE. C rRuc�C:URd kETtIRh15�> IF�a.LL75�_. EAQ N 6�RA\S, A C07-P7- ed r n P-GO C.K ADD. E-A,%S -L� - — - 2EM23,G7133' F T �J 5 C.K CULv, EXC, - STA. 28+83. 30 a :<' 1 y I �,` Z0+2 0, '2'kr - J A,'.JU57- sArJ. SWR. MAMf.OLE-T0 GCA➢E ;t i. kEMOVE '?'K Jfe°K33'CSPA f0 C C ZYC. �c I ZS*1Q 7 al 30. G.5'ro e,S.t'QT 'v I NEW 73z95x 120 CL,3 0eCPA`-TkP- - 55' COVER 120 C.'! 6E 0 5TA. 28+50 03 ! k;M' ELa?V.- 5( 8o 4N _. {ie ram, �C� n•4—. _ - - - ` ',J:11 VC P-r= 11.80 2 i -. 28•00 85'/Z7 -. S T A 2 8+0 fl "28.20, 32'2T EX 5T r+ 'r /.� ArEw YNE f aQcP ."IF' SAN.SWk tr,1.4NDGE 89'4 MAU:"GLG CONXI, 71)ArANHOLr, a N,J/JVE Rr_33,68 AT 28 00 O ;n r=39 74 NEW Ic' ffv`CMF-LR2. If, E. - u� J. 3 a - - - GRATE ELEd. 53.0_ -.._.. _ ,1 7 '^ I .TYVZMT. 1 L w /Nv-EL S 49.S � a• � 4 20 G.Y. Cl.'LV EKG. . 70"_ EFL G:2' i' i / STA. 27+50 N r7 rf - /S6 - ��— �.:.01VNE'C 1" Tp /:'lAdl'.%:r?' Kr _ r . NEk/ r2" 24' CMp tZk 40 V ` n/. INVEf St.� 28 DO:: _ , a MEd G:YM'd CC'NNr'L7"T^ ItJ • STA. 27+0fl - 3.5` CVVEAZIL _ Ex r— ` 4 i T A. 5 x _ 4) C ADDS AL W II 1 5TA. 26+00 / m r ; r l_. 5TA 5 Z5+ Q -� - � � - - �Aff;17E:Sform Ora+n�rench�imensio'ns aFiown Arc for�stimating I • LFIu�ses Dn_ly. See OSHA_Requirements for Actual Trench D mansions,) J71. �Si .. �STRTE p £CT-N➢ `SHEET NO �. EX.CRVRTI➢N - ENBRNHRENT - .- - — -.-. I }(➢NTRNN - 19TN AVE may• 1 STA. 30+00 ti _ LE7' =Rti _ : 20 C, uNC i_ EXc, L � k0 _ o LfL / b. 4r4� Lr. I ' a Ir{!f 4. NAY' SHET'FOk STA. i NOT to: rein rerfoh P"nsi plan' . ...- IPu_.E- h Are,iorEstimating r DU 100 , 1 , L - F - - - . 'I gTH: flPJ0 QAK-. 1 B.Z�1_ _ _CEP 9 C�. -,. 7 1 QS'�. STATE PROJECi.NO:... SHEET Nf1 EXCRVRTION _.- ... -._ --. .. CU_TOS. .: _: ._ T :.. - KONTAHfl-. :JLt'U12OIC'`I).,. - EMBANKMENT ' CL. D5. _ 4 — I - -. . __-. -.: --- - NOTE - - - 'Y I ^hA - �._. _ p _ FARMER S CANAL STORM D AYN.COVER EMBAMi AND J H ONLY = --- __� -- -- - Y ' I OUTLET DITCO HER T4 D NG AND OTi i�>-ORI n i FEAT� - - {!—� WIN N - � � - A ,PAVING GR t _._ .y .: _ y. _. _. :...... GONTRAOT THIS G Uire Iidt EE T qT Q S 13UCTEq 1 UR6S / N A LTYTURE S T_A.. . 4+S 0 -- _.. -- T5._.._ 1 y �r R a Qr INGLVDe0 iN 7-H15 GONTR'ACT. - t. ,� .�^_:. _ , .° •_ - _. ----.-- - -_- - NOTE:Srm to am Dr Trench Dimensions Shown Are for Estlrlldtinj _ I- - 'LPurPo S 0r11See OSHA Requirements for Actual Tr@noh Di41�gSi9O3.} - 1 - = 74- -- - .._' - 1T �., ��---�-_ _,-•_...__,_ :. - --- - - -- ---- 4. L.2 RCP-IRR,_ - 1199 C Y._CULV_N XC 4 ERIAL(SF(�:DWG.41) 1065 C.Y.BEDDING MAT N , ,.� I —'NEW 60"x: .. q, .�_. , _ _ _ SEGMENTED 'CL.2 R- GP�tRR 50`SEGMENTEDBEND(300 MA X.DEFLEITION PER.SEGMEiNT) - - �- ..�— —•-- _ --- _ - --- ------�.�-_-_-- - - ------- } - -_ -- --- —WITH 25 Fi-THRUST-BLOCK-(SEE SPECIAL PROVISIONS) 120 C.Y.OULV.EXC. -. - �' "-•. ---.. .. ___ _._ -_ -._- _ _ ... - :_-:_.-. -- _. ..- - --- ._ .._. ._ 35 CY.BEDDING MAttRIAL STa DWG.41 S T A. 3+S O 5 CL. 5D"CONCR,(THRUST BLb(5k . N FARmEk$ CA lri 1+32 to 11+45 T Gj ��, .. _.. . -_ _ _. _ _ __-. -::r '_: ONSTRUCT_COVER EMBANKMENT OVER NEW STORM DRAIN AS SHOWN g':I An � 1STO' C :SIIfTEIVfBANFSL7IENT` - �_- - --+. - _ _ , \ .�.TEA NEW 84 0 TYPE MANHOLE - _ S INVERT . •---_-G. r..�- �� -'--- --- -•- --- -1w -----T• - � - - --. - --- - :_ :_ -_ ....._ .,-- - RM-ELRT:48.00� - _ - E.INVERT.a46Fi � to $ r - _ W MATECttA� " - t A I - -- - - - - i NEW MODIEfED CURB INLET t r � 1:. �-T` .: �_ ✓ Z -- -� _ _ OVER STORM DRAIN (SEE DETAIL - ) 7-71 _ j ... '1+32.39'Rfi.._.__._. - NEW MODIFIED CURB INLET' __..,_' �.::_ :'✓_.. `..;j...+ :_.: �. �. i_ - .. - - - _ - �M �*� .J, ,_ - -- - - •� ,.- _... _; .. - k--, - ...._ -._..._:_,Q' .�-_. -_- _:OVER STORM-DRAIN S �D 1 - OVEk - _: _ _ � _ - -__I -- ;�. ... _ -- G _ _- __, 71 ry,ar 6 _ 1 r y �-1- T J ° I - - :a TA. �+00 � J «,92-ffAZ -0Fx cuR6 - - ____ '" , /.J ` _« ' °hV�ET✓TTHISFQD,IECT � EGT�n C _--- to r�...A' �i- t re -- - - - - - - .,... -.. 4.s.:4>a•�Z?EASE - _ -,-�._ '7 _ ' WC SP SrA'1 DRAY _. C 1. C' s 3iC4�"ItGe4_STm RAIN/ rw t;- _ AN 13 -- - .. _ - r_ II ._ I ♦tom ' 1 _ s Z4T + + - I. _.. ... �... ..Tti..1__-. - I-, _...�..T-•.� _ .. rt -t _,-yt_`' _ �-...�_ l -i- �-1-' - • .-y i _._ T' la'' _ _ .r Ft� - _ �.Y. �- -i %+ y - - - _. . . STATE PROJECT NO. SHEET NO. v EXCAVATION : EMBANKMENT - MONTANA T'PU ICO I M) /Z tll-IOS_. CU.TOS. - - FAkm e 2'S CANAL _ =T'GRM N DkA1 \ \tl FARMER'S CANAL STORM DRAIN,COVER EMBANKMENT AND OUTLET DITCH ONLY TO BE CQNSTRUCTED IN THIS CONTRACT.- _ - -- - - AL . I_.- _ — SHOWN ON TH OTHE S SH E R GRADING, E C DRAINAGETHEH FEATURES T ARE TO BE CONSTRUCTED IN A FUTURE A j.-- -� — - — -- - - \ I �'• ARME S C A Storm Drain Trench D mens ons Shown Are for Estimatin _. .. . ( R NAL} uiementsforA-Are ting ions.' NOTE g I - - Purposes Only. See OSHA Req f --___ -1 v _ t 2e' STA. CMAANKMENr I 1 3 ao t 47 J - STA. 7+5p 70lB _ J_6 Ir QEDpINC� �' 44 L ItA7CR q\ __ STA. 7+tl0 , y \ ,_ (�l - STA. 6+50 , Ste_ _�. -� .. :w�.. .1. � _. - �Od. .: _: -�: --- _ 6+14.5,71.5'LT .. . - , - - -_ ---- - NEW 36"0 RCP RISER OVER STORM RAIN 12"STUBOUT TO SOUTH IN 60"RCP D 1 t MAINLINE INVERT=45.21 -. 49.25 .-r __. S.INVERT_ w y�n , STA. 6+00 -- - - L T Ir l O A' tr ._._._..... ---- �� S 5+50 .. a . ; y �_ .. __ - '� __ _ -.cam f1BtLAL :. x t:r -- -- _. STA. 5+i10 + 5�� j. - + l - ti 1 , .LT:•,Tr .f .y.---,- ..-- -� .- }. .. :..,..-7. ...,-.^.. .-.-.:.,.,�.__•/-_.r __-t--. ._._I_j-.:F•; ._ri '.�,,.: �-{.:_. -'+��.':p,, .�.--.;-'.:11•D�. �,', �, i �.,.-,.,.,_ -_ -,_......,.._-,-1--..'�.. -�.t.--,._+ �....r_...} j'r :�-F•-r -_.:_�.-y^ ,. .,_.:�' '._•-. - 1� _ .Lr_ �}'- - F.�-- � _ «='t� r „''-T-:.� t.�,.; _-�—._._ -.� ___•_- ,__'—_____L___-_---._. _. .. - _ Sl`RTE PflOJECT NO. SHEET N0. EHBFINKHENT. O .. EXCRVRTION. X—H NTf7NP ��Pt+ 1201 y EEOA f FA.(c f�,S A t I X X � '~ANNEX 4D _ _, -- . ._ � - - --� _,m..��-•-ate- _ t ._ _ ._ QIFRAr 3oT'0% '• --- -•- — - _.•_ _ _ ... •.,, .,.,_ ., ;.: '� _� ._��"�' _._ �i-�t is,c '.� _._ - - -`- : ,, ,.. ;h+:�••c-+r�+• '' _~.- -!�i _ - �_ - - , F�s� STA. 1 1 +7 0 f r.,Y+c ��„ .. �x '- r , r _. r N11r75 T - - -. �' - y j l- f.7 /SEDDi (a' X r , :. JNCC-,ei'- r MA?EIZJAL..-SrOK/n ORA.1N OYrLET:.-. .. .'_.-"-✓Jt.SZ�. :. -."__::. _ : .. :... .:. .... _ T :rl iln;E CrA)emE i8 CANAI-) �✓✓o Fo or E95 -- E�'M;NEL '•, -- �.3E6.L33 CONST P.14%- :. `. .:.-----. ____. ._ _ ..--� -• - --- -. - - - j- _..-. �� __:rz0 .. �� , ( NATu2AL G20UN0 t - - n S ;J IF AT 'SOYTCM 1 E�•!r�!- ..Jr�1.. .. ..-.. __ _ /i i.l- 3'o�eNcmJU} - --- - 77 -. --- ., .. ST`R 11 0R ti. - rw RIP.RAN - xr $ECfID/l A-f� _ - -- STA. +so a T mph Dimens{ons Shown Are for Est{mating - F . r� 5 S OSHA Re wrements for Actual Trench Dimensions.) _ - - - - I _ ei 14f _ + r a. ,lr'r�l"��I 77 - ---' - - -- - -- - _ _._ - --- 5 _r. O+Q - -- - C1;NA4�TORM' '+fEfVER }JKMEN,f-AP1d 7 A 1 0 -1a Y NOTE-.* - ONSTRf1CTED'IN THIS 6AN${PICT. -- t :. -. - _ - r - - T - GRAD NG,AND OTHER DRAINAGE FEATURES A- - - - - - •.,c. -- _ FIEET ARE 70 BE CONSTRUCTED I[i':A UT,URE ��� �?� �ON�ACTT ' , _ -- --- - ----- ._.. -- � --�....- --- ---- ..._ --.�_ �'�-� -•:-, I ,12tC1;L'Clb:�AO� -- t _- l - _ - - - - s. :- 1 75/ ETA.. : t g � _ e __ -- - - -. 41+75.90'LTto120'.LT1 - .. ..._�'NEW 60"��'GL-2-f�GP fRfl. -- - _ -- ' -' _ -•.Ti____ _ �_- _. ._, - .. r - T, _ _ r" . - �iSQUARE E , 1 .-.'. + {` o _ - i3: •RANDQ� k�AA�- - -r+ - - !- � _ ...._ «._._ �.-..+_- -^+ ,.�.:-�.—_ '_ _-._.L_....t�. '-lip_..-'�T _ __ � r{-�A-+. {. r•-f - 1_ - _ im sit E r - --- � ._ -. _ - - - .�", 4--.._.- - - -fit- '�'..- rr�-�"� -- - � _. .. :: .. I ... : ... � � '- -f - � ���'rK• -r� I �T . - i- - + 1f tf I r,r .-_ .J _ r tom' T - _. �.:-_ _,{--1 .+ ♦ � t s+.:. .- ..�,; -. +;_ � --t +-} -rt t _ ,.{ �r h ',- rt� " - _ ... -- - ".. j - .. _. - -1 .I-I-•-- i ,+ I IT T } �. .. _- _-r� L J.. T� ..i., L J -_'_'_�_Y�_ L!E-`.��2-�T-'.Ta� - !-ti-+Z'-F',-t�t-, •,. - - t• _:}:.r,,,L-�., s. _�- !-`-r ._ .. �:. --- $ � , ♦ '. INEW two r r rrr ' •♦ SM ,15 ♦r . ,- ./ I , O ♦ • • •. 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