HomeMy WebLinkAboutFederal Aid Project No. STPU 1202(3) - Oak Street - Copy MONTANA DEPARTMENT OF HIGHWAYS
FEDERAL AID PROJECT NO. STPU 12020 D
GRADE , SURFACING, CURB & GUTTER , SIDEWALK T
OAKSTREET (A LIMITED ACCESS CONTROL FACILITY)
BOZEMANLETTINGDATE-
- GALLATIN COUNTY
DEPT OF HIGHWAYS
I BOZEM..4N,MONTANA
SURFACING MATERIALS -CONTRACTOR FURNISHED
THIS PROJECT
- - - — LENGTH 0.76 MILES
SCALES
HORIZONTAL s I Inch— 50 Feet
VEBTICA14 I Inch— 10 Feet
CROSS SECTIONS--HOR. & VERT.i I Inch= 10 Feet
REDUCED PRINTS APPROX. V2 ORIGINAL SCALE
THIS CONTRACT
34 35 36 N o F1 31 32
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II 14 r �, f STATE OF MONTANA
_ i 1 DEPARTMENT OF HIGHWAYS
APPROVED.
*oNT,N,RELATED PROJECTS I
C .., !'^^' ""' �• MARVIN DYE CAS RL S.
E I ' y F, I _ •i DEPT, OF TRANSPORTATION PEIL
i
STPU 1201(4) 264 PE
--
i i ) �� ' .•' DIRECTOR OF HIGHWAYS y` J i
UG�lll!lGL a�6/v�4:✓L ] ____ -� BY �FQ/S
• ` - '------ ' t PSJ YE
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PRECONSTRUCTION
KC 4`;e
U.S. DEPARTMENT OF TRANSPORTATION
23 24 FEDERAL HIGHWAY ADMINISTRATION
/
ASSOCIATED PROJECT APPROVED
AGREEMENT NUMBERS
R W 9 I.C. M1299(2) —
DIVISION ADMINISTRATOR DATE
P. E. M12990)
STATE PROJECT NO. SHEET
MONTANA STPU 1202(3) 2-
T -FNTS rnaRTABLE OF CONice• N
SIGNING AND STRIPING PLANS ` =Z,��g SHEET NO.
ROAD PLANS SHEET NO.
SUMMARY - SIGNING AND DELINEATION QUANTITIES S1
TITLE SHEET 1 SIGN LOCATION & SPECIFICATIONS S3 - S5
S2
TABLE OF CONTENTS, LIN. & LEVEL DATA, NOTES, BASIS OF PLAN QUANTITIES 2 SIGNING & STRIPING LAYOUT
TYPICAL SECTIONS NO. 1, 2, & 3 -3 ELECTRICAL PLANS E1 - E9
SUMMARIES UTILITY PLANS
GRADING, ADD'L. GRADING, NEW CONC, CURBS, SIDEWALKS, DRIVEWAYS, & SAWCUT; 4 TITLE SHEET U1
TOPSOIL SALVAGING & PLACING, SEEDING, NEW MONUMENTS,FENCING 5 STA 0+00 to STA 15+00 . (19th) U2
SURFACING, ADD'L. SURF., PAVEMENT MARKING QUANTITIES, BLUETOP STAKING STA 15+00 to STA 29+42.69 09th) U3
CULVERTS, CULVERT SUMMARY RECAP, DRAINAGE STRUCTURES, ADJ. SAN. SEWER M.H. to GRADE, STA 0+00 to STA 15+00 (OAK) U4
ADJ. WATER VALVE BOX to GRADE, RESET FIRE HYDRANT, PLUG & ABANDON WELLS STA 15+00 to STA 30+00 (OAK)
7 U5
HYDRAULIC DATA SUMMARY 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. 8 RIGHT OF WAY PLANS
CUTOFF CURBS, WHEELCHAIR RAMPS (2 DETAILS) 9 TITLE SHEET 2
2
CONN. TO FRONTAGE ROAD, MONUMENT BOX, FIRE HYDRANT 10,11 STA 0+00 to STA 15+00 (19th)
ROAD APPROACH END TREATMENT SECTIONS (RACETS) 12,13 STA 15+00 to STA 29+42.69 (19th) 3 4
INTERSECTION GEOMETRY (CURB RETURNS, ETC..) STA 0+00 to STA 15+00 (OAK) -
5
PLAN AND PROFILES STA 15+00 to STA 30+00 (OAK)
6
14 STA 30+00 to 41+00 (OAK)
STA 0+00 to STA 15+00 (OAK) 7
15 STA 41+00 to STA 48+06.48 (OAK)
STA 15+00 to STA 30+00 (OAK)STA 30+00 to 41+00 (OAK) 16CROSS SECTIONS
17
STA 41+00 to STA 48+06.48 (OAK) STA 0+00 to STA 48+06.48 (OAK) 1-1 4
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
LENGTH OF ROADWAY STPU 1202(3) 4 LANE 4021.7 FT.-- 0.762 MI. THE WEST 1/4 CORNER OF SECTION 1, T2S R5E UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION.
LENGTH OF BRIDGES 0 FT.= 0.000 MI. 4. U.S.G.S. ELEVATIONS ARE USED THROUGHOUT THESE PLANS.
5. ROADBED COMPACTION COSTS ARE TO BE INCLUDED IN THE
_ UNIT PRICES BID FOR UNCLASSIFIED AND STREET EXC.
TOTAL LENGTH OF STPU- 1202(3) 4021.7 FT.= 0.762 MI. LEVEL DATA SOURCE 6. APPROACH SURFACING TYPES ARE AS FOLLOWS,
SEE ADD. SURF-ACING FRAME FOR QUANTITIES
PROJECT COORDINATES 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)
NORTH EAST U.S.G.S. ELEV. = 4762.10 (USED IN THESE PLANS) TYPE B=GRAVEL FROM SDWLK OR CUTOFF CURB TO END OF
STATION COORDINATES DESCRIPTION
CITY DATUM = 4746.66 (FOR COMPARISON ONLY) CONSTRUCTION
19th 7 PIN DOWN CURB. REMOVE & RESET PIN DOWN CURB FROM NEW APP AT
5+34.21 10,331.674 9,981.133 P.C. BENCHMARKS STA.41+73.2 130' RT TO EX. APP 235' RT., INCL. IN COST OF C 8, G.
6+72.34 10,446.383 9,950.556 P.1.
8+09.63 10,604.453 9,946.285 P.T. BASIS OF PLAN QUANTITIES
17+30.95 11,525.338 9,917.797 q STEVENS B.M. STATION DISTANCE ELEV. DESCRIPTION
28+51.60 12,646.540 9,918.130 W 1/4 COR. SECTION 1, 35.00' RT. (QUANTITIES FOR ESTIMATING PURPOSES ONLY)
28+83.28 12,677.121 9,882.167 � OAK NO. LT. RT.
29+42.69 12,736.503 9,880.330 END 19th 19th AVE.
OAK 1 1+70 61.5' 4785.54 FH ON 20th & DURSTON STAMPED 1. COMPACTED WEIGHT OF GRAVEL 3700 #/C.Y.
1+55.85 12,675.633 91974.915 BEGIN OAK 2 8+03 79' 4779.79 50d NAIL 12" ABOVE GROUND W. SIDE POLE 2. BITUMINOUS MATERIAL WEIGHT 8.5 #/GAL.
11+80.54 12,659.181 10,999.473 N. 17th 3 16+90 84' 4768.99 50d NAIL 12" ABOVE GROUND W. SIDE POLE 3. PLANT MIX BIT. SURF. WEIGHT 3855 #/C.Y.
28+81.72 12,631.869 12,700.431 ANGLE POINT q N. 11th 4 28+18 32' 4753.78 "X" ON EDGE MH RIM 4. PLANT MIX BITUMINOUS OIL 6.0% OF PLANT
28+81.91 12,601.870 12,700.140 CENTER 1/4 CORNER, 30' RT. OAK ST, 7' 4756.32 R.R. SPIKE 12" ABOVE GROUND E. SIDE POLE MIX BIT. SURF. WEIGHT
34+67.18 12,622.785 13,285.820 q 19th 5 1+70 4 S.Y.
41+77.56 12,611.762 13,996.115 END PROJECT 6 10+89 39' 0.30 GAL
GROUND 4750.58 50d NAIL 10" ABOVE N. SIDE POLE 5. PRIME OIL /
42+15.56 12,611.172 14,034.110 ANGLE POINT q N. 7th 7 13+21 37' 4749.57 R.R. SPIKE 6" ABOVE GROUND S.E. SIDE POLE 6. TACK OIL 0.05 GAL/S.Y.
GATE
48+06.48 12,550.542 14,621.911 END CONNECTION 8 20+19 34' 4753.68 50d NAIL 12" ABOVE GROUND N. SIDE POLE 7. MINERAL FILLER 1.5% OF PLANT MIX AGGREGATE
9 31+56 47' 4750.37 50d NAIL 12" ABOVE GROUND S. SIDE POLE AS DIRECTED BY THE ENGINEER
10 43+00 16.5, 4762.10 BONNET NUT ON FIRE HYDRANT 8, COVER MATERIAL 25 #/S.Y.
9. SEAL 041- 0.35 GAI_/S.Y.
STATE PROJECT NUMBER SHEET
Typical Section No.
Oak Street MONTAMA STPU /202(3) 3
102.0' Varies
-- -- (See X-Sectiona)
11.0' 78.0' 13.0'
Drain To Curb 39.0' 39.0' Drain To Curb
D
Drain Per Ft.) -- -- (0.0 er P Ft.)
20' 37.0'Prime a Tack,Seal a Cover 37.0'Prime a Tack, Seal a Cover
10' 5.0' 5.0'Y* B.O'Shoulder/ 12.0'Traffic Lane 12.0'Traffic Lane 14.0' Median __12,0'Traffic Lane _ 12.0'Traffic Lone_ -L B.O'Shoulder/ 5.0'0*1 5.0' 3.0' N
Sidewalk Boulevard Bicycle Lane Bicycle Lane Boulevard Sidewalk
-Seal acover Profile Grade=.__ I L0,
Profile Grod = Top of Curb Varies o
0.02h0 Top of Curb 0.02'/L0' I 0.02'11.0' v
0.02'/1.0'
Fil I Depth SIODe - ' Cut Depth at
Stake rV �x,Secl�oos r
Slope Stake
tll;/ See k'%es I=111=1111=i�1=
4"Sidewalk(Typ.) -0.40'-Pl.Mi. Bit.Surf.,Grade B(2 Lifts) I Sec/rO�s �°,�Secv�s Cut Depth aDSlopeStake
0.2'Cr.Top Surface Is-
Type A,Grade 2 075' -0.15'-Cc Top Surf.,Type A,Grade 2 0 75 5
2.90'-Cr. Base Crse.,Type A,Grade 5
Crown 0.02 Ft.Per Ft. Crown 0.02 Ft.Per Ft.
5'Boulevard Will Not Be Included On Oak Street Between 9th B 7th Sheets
Quantities
A cireqate Material Bituminous Material
UNITS COVER PL.MIX I CR.TOP* CR. BASE UNITS PL.MIX PRIME SEAL TACK
MATERIAL SURF SURF CRSE. OIL
AREA SQ.FT - 29.6 11 1 230.6 SO,YDS.PER STA 822-2 822.2 822 2 OAK STREET
CU,YDS.PER STA. - 109.6 41 1 854.1 TONS PER STA 12.68 1.05 1.22 *STA.0+94.09 to STA.5+50.00 Transition 19th Avenue Shoulder To Typical No.I
TONS PER STA. 10 3 2113 GAL.PER STA. 41.I STA.5+50.00 to STA.33+50.00-Typical No.I
STA.33+50.00to 41+73.32 Transition Typical No.1 To Match Exist.Shoulder On North 7th Ave.
Quantities do not include aggregate material forsidewa*s. "Constructed to STA.1+55.85 In Project STPU 1201(4)
Typical Section No. 2 Typical Sectlon No J
Begin Oak Street Connection STA 42+59.98 to 45+25 Transition N. 7th Ave. Shoulder to
9 Typical No.2 End Oak Street Connection
STA 45+25.00 to 46*04.40 Typical No.2 STA 48+06.48 (PTW TIE)
STA 46+04 40 to 48+06.48 Transition to Typ.No.3
-- F,U 0 ---- - 25.0'
30.0' 30.0' 12.5' 1
2.0' 28.0' 28.0' 2.0 2.0' 10.5' 10.5'
Prime,Tack,Seal a Cover- .-� Prima,Tock,Seal 9 CovM Prime,Tock Seal a Cover
0.5' 2.0'
3.0'
9.0' 14.0' _ _14.0' Median +_ 14__0' 9.0 Exist. 12.0' Exist.12.0' 0.5'
Shoulder Traffic Lane -- Traffic Lone It- Shoulder Drive Lane Drive Lone
I
Profile Grade= Profile Gr. Seal a Corer _Profile Grade- Match New Match New Curb
Vorres Top of Curb ---- - Curb to Exist Ma ch Gr.
0.02'f 0.02 ft/ft Finish Gr. Top of Curb Curb Lt. in Place To Exist.Curb Rt.
0.02 ft/ft --i �-0.02f1/ft
`Cut Depth at Varres _
Slope Stk.
0.40' Comp_PI_Mix Bit.Surf,Grade 8(2 Lifts) Fill Height at Slope 0.75' 2.90'Comp.Cr.B �+ 0.75'
y{ Type Stoke -0.40'Comp.PI.Mix Bit.Surf,Grade6(2 Lifts) I
0.15' Comp.Cr.Top Surf., Type A,Grade 2
0.75' -2.90' Comp.Cr.Base Crse.,7 A,Grade 5 0.75' 0.15'Comp.Cr.Top Surf.,Type A,Grade 2
y i' ase Crse.,Type A,Grade 5
Note: Slopes Vary
Crown 0.02'ft. Per ft. Crown C.02'ft. Per ft. . See X-Sections
.is _ _ _ ___ .-. -_ Cc 0.02'per.ft. Cr. 0.02'Per ft.-
Quantities Quantities
Aggregate Material Bituminous Material Ag regate Material Bituminous Material
UNITS COVER PL.MIX CR.TOP CR.PAS UNITS PL.MIX PRIME SEAL TACK UNITS COVER PL.MIX CR.TOP CR.BAS PL.MIX
MAT L SURF SURF CRSE OIL MAT L SURF I SURF COURSE UNITS OIL PRIME SEAL TACK
AREA SQ.FT - 22.4 8.4 178.6 SQ.YD.PER STA - 622.2 622.2 622.2 AREA SQ. FT. - 8.4 3.2 77.1 SQ.YD.PER STA - 233.3 233.3 233.3
CU.YDS.PER STi - 83.0 31.1 661.5 TON PER STA 9.60 0.79 0.93 - CU.YD.PER STA - 31.1 11.9 285.6 TON PER STA 3.59 0.30 0.35 -
TONS PER STA 7.8 160.0 GAL.PER STA - - - 31.1 TON PER STA, 2.9 59.9 GAL PER STA - - - 11.7
STATE PROJECT NO. SHEET
S UM M A� YMONTANASTPU 1202(3) 4
GRADING *
STATION UNCLASS. STREET EMB. REMARKS NEW CONCRETE CURBS, SIDEWALKS, DRIVEWAYS, & SAWCUT (STD DWGs 64-67, & DETAIL SHTS)
EXC. EXC.
(C.Y.) (C.Y.) (C.Y.) NEW CONC. NEW NEW CONC. NEW 4" +■ NEW 6" ** SAWCUT REMOVE
STATIONS CURB & CUTOFF PIN-DOWN CONCRETE CONCRETE MEDIAN REMARKS
OAK GUTTER CURBS MED. CURBS SIDEWALK DRIVEWAY CURB
(L.F.) (L.F.) (L.F.) (S.Y.) APPR. (S.Y.) (L.F.) (L.F.)
1+55.85 41+00.0 31231 14230 Oak Street
41+00.0 41+73.3 868 Conn. to N. 7th Ave. LT. RT. LT. I RT. LT. RT. LT. I RT. LT. I RT. LT. RT. LT. RT.
395 375 785 Additional Grading Frame OAK STREET
1+55.85-6+14.50 487.2 17.0 265.6 Incl. removal of Oak cutoff curb, cutoff curb to 6+48
1+55.85-11+44.90 1070.9 559.8 39.4 19.0 Incl. 20'R, 51.43' ext., 30' loydown curb, 1/2 sawcut-N. 17th
6+86.50-14+26.50 800.7 34.0 432.1 Incl. 20'R, cutoff curb from 6+48; 15% 5' ext., 1/2 cutoff curb -N.17th
TOTALS 31626 14+98.50-28+47.87 1409.5 34.0 757.4 32.1 Incl. 20'R, 1/2 cutoff curb 14+60; 15'R, 5' ext., 1/2 cutoff curb -N.11th
12+16.74-28+43.58 1738.3 17.0 867.8 136.7 19.0 Incl. 15'R, 56,43' ext.,1/2 sawcut -N.17th; 20'R, 1/2 cutoff curb -N., 11th
* Excess material to be disposed of by the Contractor at a location 29+15.52-34+28.68 573.2 34.0 293.3 32.1 Incl. 15'R, 5' ext., 1/2 cutoff curb -N.11th; 20'R, 1/2 cutoff curb -N.9th
approved by the Engineer. Costs for Haul are to be included in the 29+19.87-41+20.91 1383.0 17.0 665.4 87.0 88.5 88.5 Incl. 20'R, 1/2 cutoff curb -N.11th; 50'R, 71.5' ext., sawcut -N.7th
35+00.68-41+3560 833.5 17.0 357.4 64.2 Incl. 15'R, 5' ext., 1/2 cutoff curb -N.9th; 50'R -N.7th;2Appr./ext.
unit prices bid for unclassified excavation and street excavation, and N. 7TH AVE. 572.0 657.4 128 684.5 768.6 Reconstr. medians on N. 7th
will not be paid for separately. Embankment data provided for 43+01.54-48+06.48 578.9 38.3 92.0 92.0 Incl. 50'R on N. 7th 2 Wheelchair Ramps
contractor's information only. Not a pay item. 43+17.52-48+06.48 572.9 12.8 186.7 Incl. 50'R on N.7th a 2 Wheelchair Ramps
TOTA=S98.1 170.0 1229.4 4224.4 616.5 399.0 �14 .1
** SQUARE YARD PRICES FOR SIDEWALK AND DRIVEWAY APPROACHES SHALL INCLUDE PROVIDING, GRADING, PLACING, AND COMPACTING SUBBASE GRAVEL.
SEE PLAN SHEETS FOR CURB LAYDOWN LOCATIONS.
ADDITIONAL GRADING
STATION UNCLASS. STREET EMB.
EXC. EXC. *** REMARKS
FROM TO C.Y. C.Y. C.Y.
dAK STREET
1+52.0 11+44.9 + Grade to Drain NEW MONUMENTS
6+48.0 265 Street Appr. Lt TOPSOIL SALVAGING & PLACING, SEEDING (SEE SPECIAL PROVISIONS)
9+50.0 11+80.9 100 Conn. to Frontage Rd. Rt SEEDBED TOPSOIL SALV, STATION EACH REMARKS
11+80.54 60 Street Appr. Rt (Typ. yt Surf. Thicknesses) STATIONING AREA NO. 1 &(C.Y.)
* SEED * FERT. REMARKS
1 1+82 0 95 Drain Ditch Lt FROM TO (ACRES) (ACRES) ( Y.)PLACE (ACRES) (ACRES)
14+600 10 Street Appr. Lt OAK STREET
19+82.0 50 Appr. Lt & Rt (Type A) 1+55.85 41+73.3 4.1 4.1 2226 41 41 Oak Street 28+81.71 1 N11th & OAK
26+420 60 Appr. Rt (Type A) 42+59.98 48+06.48 0.2 0.2 108 02 0.2 Conn. to Oak Street 28+81.90 30'R1 1 CENTER OF SEC 1
28+00.0 33+50.0 + Grade to Drain Rt 34+67.18 1 N9th & OAK
28+81.7 115 20 Street Appr. Lt 8, Rt 42+15.56 1 N7th & OAK
30+25.0 35 Appr. Rt a Lt (Type A)
34+00.0 325 Appr. Lt (Type A) TOTALS 4.3 4.3 2334 4.3 4.3
34+67.18 110 Street Appr Rt
37+65.0 5 Appr. Rt (Type A) * SEED AND FERTILIZER QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S INFORMATION
39+75.6 10 Appr. Lt & Rt (Type A) ONLY. COST FOR THESE ITEMS IS TO BE INCLUDED IN THE UNIT PRICE BID FOR SEEDING. TOTAL 4
43+50.0 10 Appr. Lt (Type A)
43+62.0 2Li Appr. Rt (Type A) FENCING (STD. DWG. NO. 607)
46+80.0 10 Appr. Rt (Type A)
42+59.98 48+06.48 3690 60 Conn. to Oak Street PTW STATION DOZER RODS EACH GATES LINEAR
24+20,0 10 Appr Rt (Type A) FROM TO HOURS TYPE TYPE TEMP SINGLE DOUBLE SNGL ENDr-2G 3 REMARKS
F-5W F-2W FENCE PANEL PANEL PANEL
41+73.2 10 Appr Rt 130 (Type A) f�T. 5 BARB WIRE
41+73 2 5 5 Appr Rt 235 (Remove) 13+13.5 19+66.0 395 3 1
19+66.0 19+82.0 RT 4 BARB WIRE GATE
TOTALS 0 0 0 19+82 0 19+98.0 16 RT METAL GATE
19+98.0 23+12.0 19.0 3 RT. 32" WOVEN WIRE
+ Included in roadway quantities. 23+12.0 24+12.0 c RT 5 BARB WIRE
*** Embankment quantities are provided for the Contractor's information only, 24+12.0 24+28.0 16 RT METAL GATE
and shall not be paid for separately. 24+28.0 26+22.0 118 2 1 RT 5 BARB WIRE
0 Quantities included in "Grading Frame" 26+22.0 26+42.0 16 RT. METAL GATE
26+42.0 26+58.0 16 RT. METAL GATE
26+58.0 28+66.0 :44 ? 2 I RT 5 BARB WIRE
28+66.0 28+82.0 6 RT 4 BARB WIRE GATE
14+90.0 19+74.0 293 1 2 LT. 32" WOVEN WIRE
19+74.0 19+90.0 16 LT. METAL GATE
19+90.0 28+66.0 549 4 2 LT. 32" WOVEN WIRE
28+66.0 28+82.0 16 LT METAL GATE
TOTAL 5 718 103.2 50 13 9 7 32 96
nAKGRD:u.DxC
STATE PROJECT NO. SHEET
SUMMARYMONTANA STPU 1202(3) 5
SURFACING
STATION LINEAR FEET AGGREGATE MATERIAL BITUMINOUS MATERIAL
TONS C.Y TONS TONS GALS. REMARKS
FROM TO GROSS NET i -- 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 AT. MOD 85-100
4A GRADE D GRADE 2 GRADE 5
1+55.85 41+73.32 4017.47 4017.47 OAK STREET 414 8489 1651 34313 49.0 509.4 42.2 1651 MAINLINE TYP. NO. 1
41+73.32 41+77.56 4.24 0.0 4.24 N. 7th AVE. IN PLACE - - - ^- - - ^- - USE ROADWAY IN PLACE
ADDITIONAL SURFACING 51 1117 465 4377 5.9 67.1 6.0 202
TOTALS 4021.71 4017.47 -1.24 465 9606 2116 38690 144 54.9 576.5 48.2 1853
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 MOD85-100
4 A GRADE D GRADE 2 GRADE 5
6+48.0 OAK 1 25 5 92 0.1 1.5 0.1 5 CURB RETURNS & FILLET - APPR. LT
11+80.5 - - 4 75 15 314 0.4 4.5 0.4 15 CURB RETURNS & FILLET RT - N.17th CONN.
9+50.0 11+51.7 201.7 201.7 - 73 31 121 - 4.4 0.8 - CONN. TO FRONTAGE ROAD RT
28+81.7 - - 2 50 10 184 0.3 3.0 0.2 10 CURB RETURNS & FILLETS LT & RT - FUTURE N.11th
34+67.2 - - 1 25 5 92 O.I 1.5 0.1 5 CURB RETURNS &.FILLET RT - N.9th
41+20.9 41+73.3 - - 2 33 6 138 0.2' 2.0 0.2 6 CURB RETURNS & FILLETS LT & RT - N. 7TH (WEST)
42+59.98 43+17.5 - - 2 33 6 138 0.2 2.0 0.2 6 CURB RETURNS & FILLETS LT & RT - N. 7TH (EAST)
42+59.98 46+04.4 344.42 344.42 27 551 107 2275 3.2 33.1 2.7 107 CONN. TO PTW - TYP. NO. 2
46+04.4 48+06.48 202.08 202.08 11 222 43 925 1.3 13.3 1.1 43 CONN. TO PTW - TRANS. TO TYP. N0.3
230 APPR. GRAVELLING - SEE ADD. GRADING FOR LOCATIONS
14+600 1 25 5 92 0.1 1.5 0.1 5 CURB RETURNS & FILLET LT.
41+73.2 2 0.1 0.1 APPR. RT. 130
TOTALS 51 1117 465 4377 5.9 67.1 6.0 202
PAVEMENT MARKING QUANTITIES BLUETOP STAKING
4' YELLOW 4" WHITE 8" WHITE 24" WHITE PLASTIC 17 CRSE MILES
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.)
1+55.8548+06.5 126.5 213.3 16227.1 3040.7 3060 245 933 OAK STREET
TOTALS 126.5 1 213.3 16227.1 3040.7 3060 1 245 933
STATE PROJECT NO. SHEET
MONTANA STPU 1202(3) 6
SUMMA1111-1
CULVERTS HFIrHT
BASIC BID ITEMS OPTIONSCUBIC
LINEAR FEET CUBIC YARDS CUBIC YARDS CUBIC YARDS ALUMINUM YARDSOF SKEW REMOVE REMARKS
STATION CULVERT LENGTH CULVERT BEDDING CL. °DD" RIPRAP CONCRETE COATING END BEDDING CL NC. RIPRAP STEEL PIPE COATING END BEDDING CL. NC. RIPRAP PIPE COATING END BEDDING CL. NC.DD" STD. DWG,IPRAP COMER ANGLE CULVERT
OF PIPE EXC. MAT'L. CONC. STD. DWG. SECTS. MAT'L. CONC. STD. DWG. 2 2 3 x t 2 * SECTS. STD.
DWG,
TD. DWG
SNo.D25 2 2/3" x 1 2" * SECTS. STD.
DWG TD. Dw No. 25.
PIPE No. 25 PIPE * STD. DWG. STD. DWG. No. 25 / " / ° S1D. DWG. STD. DWG. / STD. DWG. TD. DWG. FEET
MAT'
STD. DWG. STD. DWG. CORK. LT. RT. No. 40 30 3z CL. 1 CL. 2 CORR.
ao 41 CL. 1 CL. 2 LT. RT. NO, 41 30 32 CL. 1 CL. 2 LT. RT. No. L.
30 31 CL. 1 CL. 2
OAK - 24"x23'CSP RT. .of Mainline
2+24.0 5 36"x13'CSP RT. of Mainline
2+32.0 5
12+50.0 30 124 35 30" CL2 NONE FETS FETS 30"-0.064" BIT. FETS FETS 30"-0.060" NONE FETS FETS 1.5 Main f
28+81.7 18" 80 35 18" CI-2 NONE RACET RACET 18"-0.064" BIT, RACET RACET 18"-0.060" NONE RACET RACET 2.0 RT. of Mainline
30+25.0 18 60 5 18 CI-2 NONE RACET RACET 18 -0.064 BIT. RACET RACET 18 0.060" NONE RACET RACET 2.5 0 oin ine
32+87.0 60" 198 180 191.4 5.5 12.0 60" 'CL2 NONE SQUARE S UARE 191.4 5.5 11-
T 60"-0.079" ■ BIT. 174 5.4 11.5 7_0 39'LT Mainline
OTA ~ ~ 265 191.4 5.5 12. ~ ~ ~ ~ 191.4 5.5 12.0 ~ ~ ~ ~ 174 5.4 11.5 ~ ~ ~ ~ ~ ~ ~ ~
* SEE SPECIAL PROVISIONS ■ USE 3" x 1" CORRUGATIONS Q 2:1 STEP BEVEL
CULVERT SUMMARY RECAP DRAINAGE STRUCTURES
LINEAR FEET CUBIC YARDS NEW RCP STM NEW CURB INLETS REMOVE TYPE 1 ULVERT
STATION L.F. (NEENAH R3067-V REMARKS
BASIC BID NEw CULVERT BEDDING CL. °DD" RIPRAP CL 2 CL. 2 OR EQUIVALENT) INLETS DROP EXC.
PIPES EXC. MAT'L. CONC. STDr12.0
D25' INLET (C.Y.)
STD. DWG. 12" 18" STD DWG 54
40 41 303132 CL 2 FROM TO (IRR.) (IRR. LEFT DEPTH RIGHT DEPTH LT. RT. (Std Dwg 53)
18" 140' �
30" 124' 6+14.5 102' 1 4.7' 1 3.9' 20 Mainline, Outlet LT Conn. to Stm. Drain
60" 198' 191.4 5.5 11+44.4 30 15 Conn. Inlet LT to Stm. Drain
11+44.4 11+44.9 74' 1 3.4' 1 2.6' 10 Mainline, Outlet LT Conn. to Stm. Drain
11+44.9 20' 1 10 Drop Inlet RT
11+60.0 12+04.0 2 15 N. 17th Ave. (RT); Incl. Removal of Manhole &Sim. Drain
11+88 7 88' 1'0 Conn. Inlets LT
12+33.1 74' 1 3.4' 1 2.9' 10 Mainline - Conn. Inlets LT
TOTAL 265 191.4 5.5 112.0 28+43.6 28+47.9 98' 1 3.0' 1 3.7' 20 Mainline - Outlet RT
29+91.2 100' 1 3.4' 1 4.4' 25 Mainline - Outlet KT.
41+58.0 41+70.3 2' 6' 1 4.0' 1 5.0' 1 1 15 Mainline - Rebuild to Match New Curbs;
Incl. Removal of Stm. Drain
42+59.8 2' 1 4.5' 1 5 N. 7th (RT) Build to Match New Curb;
ncl. Removal of Stm. Drain
TOTALS 1 560' 1 36' 1 16 ~ 7 ~ 1 4 1 155
A SEE SPECIAL PROVISIONS FOR WATER TIGHT CONNECTION SPECIFICATIONS
ADJ. SAN SEWER M.H. to GRADE * ADJ. WATER VALVE BOX to GRADE RESET FIRE HYDRANT * PLUG & ABANDON WELLS
STATION EACH REMARKS EXISTING EACH NEW REMARKS (LUMP SUM)
LOCATION EACH REMARKS LOCATION LOCATION LOCATION IQUANTITYI REMARKS
13+09 46.5'RT 1 OAK STREET OAK STREET 40+12, 8' LT. 1 1 OAK STREET
16+51 46'RT 1 OAK STREET 41+38 1 22' RT of � OAK STREET
19+83 46'RT 1 OAK STREET 42+70 1 35' RT of � 43+03 15'LT 43+03 35'LT WITH AUX. VALVE SEE SPECIAL PROVISIONS
22+95 46'RT 1 OAK STREET 44+55 1 20' LT of CL
39+76 34'RT 1 OAK STREET 44+84 1 22' RT of
44+68 34'RT 1 OAK STREET
TOTAL 6 TOTAL 4 TOTAL 1
* SEE SPECIAL PROVISIONS
STATE PROJECT NO. SHEET
MONTANA STPU 1202(3) 7
HYDRAULIC DATA SUMMARY
STATION STREAM NAME SIZE/TYPE DESIGN FLOOD BASE FLOOD (1%) OVERTOPPING FLOOD 2O O3 REMARKS
(IF NAMED) STRUCTURE 1� 1�®MAGNITUDE FREQUENCY H.W. ELEV.MAGNITUDE H.W. ELEV.MAGNITUDE APPROX.H.W. ELEV.
(C.F.S.) (%) (FT.) (C.F.S.) (FT.) (C.F.S.) FREQUENCY (%) (FT.) (FLOOD OF RECORD, Qp(max), ETC.)
OAK
12+50.0 LOCAL DRAINAGE 30"RCP 15 2% 4746.7 24 4747.6 35 < 1% 4748.7 OAK PTW
32+87.0 FARMER'S CANAL (IRR.) 60"RCP (IRR) 202 2% 4752.5 294 4755.5 202 2% 4752.5 OAK PTW
NOTES: * H.W. ELEVATIONS SHOWN ARE BASED UPON PEAK FLOW ANALYSIS UNLESS NOTED IN REMARKS COLUMN. NOTE: ® HIGH WATER ELEVATIONS SHOWN MAY VARY SLIGHTLY
1�STRUCTURE SIZE OR TYPE AND RELATED HYDRAULIC DATA MAY NOT REFLECT CHANGES MADE DUE TO DEPENDING UPON THE PIPE OPTION SELECTED.
R/W OR OTHER CONSIDERATIONS (I.E., STOCKPASS ADDED, STRUCTURE SIZE OR TYPE CHANGED, ROAD
GRADE CHANGED DURING CONSTRUCTION, ETC.)
1�BRIDGE LENGTH SHOWN EQUALS THE WATER SURFACE WIDTH IN THE OPENING AT THE DESIGN H.W.
ELEVATION MEASURED NORMAL TO FLOW.
Q OVERTOPPING IS DEFINED AS FLOW OVER THE ROAD, FLOW THROUGH A SIGNIFICANT RELIEF STRUCTURE,
OR FLOW OVER THE BASIN DIVIDE WHICHEVER IS LOWER.
Q3 FOR THOSE CROSSINGS NOTED BY Qp(mox) IN THE REMARKS COLUMN OVERTOPPING DOES NOT OCCUR
AND THE FLOOD MAGNITUDE LISTED CORRESPONDS TO THE FLOOD OF PARAGRAPH 90(1)(b.) FHPM
6-7-3-2 (NOV.1979). THE FLOOD SPECIFIED IS SUBJECT TO STATE—OF—THE—ART CAPABILITY TO
ESTIMATE THE EXCEEDANCE PROBABILITY.
EXCEEDANCE PROBABILITIES
25 YEAR 4% CHANCE
50 YEAR 2% CHANCE
100 YEAR 1% CHANCE
200 YEAR .5% CHANCE
1
OAK STREET
DESIGNED BOZEMAN, MT
DRAWN
CHECKED
REVISED
REVISED
E V I S E D ouaroa.owo
STATE PROJECT NO. SHEET
Throat Width+ 2.0'
1.0' _ Throat Width to' MONTANA STPU /202(-V 8
•0.02 ft./f1. 0.02 ft./ft.+ Match Existing
rGo I 6�/ vote A Pavement at R/W Line
� 0.5'Compacted Cr.
r
Top Surf., ype A,Gr.2 Min.
Z'•j P — —
�xt 1/8"xl" Contraction J411
O�o< (TYD,) u hQ" S-CP
_0.02 ft/H. 0.02 ft/ft� 6"Conc.Approach >° 4"Sidewalk (Sfd Dwq.65)4"Sidewalk(Std.Dwq.65) NOTE: Wheelchair Ramps to beConalructed at all NewSECTION B-B Intersecting Street Cross- a 5'Wide Concrete
alks except N.7th Ave. Sidewalk(SeeSid.Dwg.No.65)
1/2"Expansion Back of Curb Expansion Joint
Match Existing Ground —— — — ——--- Q
of Transition
Line I
rA — — 5'Curb down I LLL--- A 5 N Edge of Concrete Gutter t a r
_ Trsltion on ►►►
'_Grovelled
Curb Lo down Throat o
B Width B n • r` Wheel Chair Ram
See Ran B Profiles n p
Equals Throat OVidth c�2 � � (SeeSld.Dwg.No.64)
1/8"x I Contraction Joints(Typ.) _ o For Widths o . ' ."t :
.0 3 -\ Loydown Curb
6"Conc.Approach Paving - > m V O Radius(Typical)
4"Sidewalk (Std. .65) 4"Sidewalk(Std.Dwq.65) Contraction Joint
Varies 5.0' 5.0' 2.0' �
_ —Expansion Joint
Match Sidewalk Single Inlet
S Max=t0.06ft/ft. tSzO.02ft./ft, —+ 5=0.0867ft/ft.� T
ron
o Contraction Joint
t/2' Back of Curb
'Expansion Joints in
---------- o _-
4'-0" 5' 4 0" wthc6 x16 Inlet4/4 WAT
I 5' 6"Concrete
f 5'Curb Lo�own L-►A Edge of Concrete Gutter Guttern0uantity. an
Transition iv 0.2'Compacted Cr.Top Surfacing,
Curb La down Throat n Type A,Grade 2
See Plan B Profiles - Wheelchair Ramp Detail
For Widths(24'or 301) c'o SECTION A—A
NO Scale
Of
uo
Varies 5 0' S,o'_ mJ 2 0' I Type A Driveway Approach Paving Detail
Match Sid S=0.0867ft./ft._y, SEE STANDARD DRAWING 65
S Max.=a0.06ft./ft. 5=0.02fT/ft NO SCALE
e`9 v, .
0.3'Compacted Cr Top 6"Concrete
Surfacing, Type A, Grade 2
0,2'Compacted Cr Top Surfacing,
Type A,Grade 2
I"Radius 6' I/4"Radius
SECTION A—A
Future 5' Sidewalk' 5L 0" 5'-0"
2'-O"
—0.40'PM,.B.S. Along N.7th Ave. --- —
TypeB Driveway Approach Paving Detail
0.15'Cc Top Surf 4-
SEE Radius
SEE STANDARD DRAWING 65 8„ (to Face of Curb) E
Y o x ansion
NO SCALE /� 2.90 Cr.Bose Course c Joint
Concrete Cutoff Curb Shall Be NOTE; Mirror Image Detail for -E
Constructed Of Air Entrained S.W. Corner of Intersection .2
Class"DO" Concrete. I w
cm
V
w
SECTION A—A I r_
t
Loydown
n Curb
r, u' Wheel Chair Ramps
4"Cary 9 I/2"ete Sidewalk(Std. roll
.og (See Std.Dwg. No.64)
Drawing No.651 2" \ b o Expansb� —3"Radius 6� L� oo NJoint V2"Mn. -4"Radius Pa a o 3 .Q ze w �, ro
Loydown Curb Far Driveway Approaches 4a yea
"�I I �
-1/2"Deep joint Placed at 10'Maximum 55'to
„•~ Im A ervols.Groove Shall be Continuous on N. 7th Ave.
m - ° The Top Exposed Surface For The Width o "
2J New Cutoffu th 2' t La down
of Curb a Gutter.(See Std.Dwq.No 66) Curb Len Vories i° Curb
Loydown Curb For Wheel CA au•° Varies—See Detail Shoot 14--6 _
Ramps Bock To Back of Curbs
a
0.2'Compacted Cr.Top Surfacing - - - 24 . m Ex onsion
Type A,Grade 2 Joints
o �
New Concrete Cutoff Curb Detail
Concrete Sidewalk,Curb a Gutter Detail No Scale Wheelchair Ramp Detail
Scale ��2 u= -� FOR N.71h/OAK INTERSECTION(West Side)
(DRAWN as N.W. CORNER)
NO SCALE
STATE PROJECT NO. SHEET
2.-0„
-M;� MONTANA STPU 1202(3) 9
NOTE: All Materials and
18' _ IB Labor Needed to Install,
Relocate or 145' 14.6 Hydrant Shall belust Fire included in _-----Approved
Mueller Centurion or City-of-Bozeman
f Approved Equal
the Price Bid for Fire Hydrant
13.4' Prime 13.4'Prime Installation,Relocation or ,Adjustment Sleeve
12' 12' Adjustment. /
f0.02N/ft Profile Grade /AdjustaDle Valve Box
0.02 ft/ft
6..1t 6.It Finished Grade
_ Curb and Gutter
0.2'PL.Mix Bit.Surf.,Grade B 11
0.15'Comp.Cc Top Surf,Type A,Grade 2 it
uy
0.5'Comp.Cr.Base Crs.,Type A,Grade 5 �I
Wrap All Buried Pipe � /Telescopic Adjustment
Crown 0.02 ft/ft Crown 0.02 ft/it 8 Castings w/r ,
__. _ Layer of8-MilPolyefiylene
Course Concrete
Aggregate I/3 CuYd Flanged and Mechanical
SECTION A—A >/Joint Gate Valve
Smith-Blair or Dresser
8'x 12"x 24" l GI Flexible Coupling
Class F Concrete Thrust
Block Poured in Place ii
or Other Blocking 1 �: `" -- Existing Pipe
Approved by the
Oak Engineer !' _ c�-r• •;:;-,o... -
Ilal-II I_7 l-.0 _
S 89°04'48'"E
Builders Paper 11rI We Irilh Precast or Poured in
18'x 30"x 4" Place Concrete Slab
3
5 ree Fire Hydrant 8, Gate Valve to be
of the Close Coupled Configuration
A _ Ob111eroleJ ZO Fire Hydrant Detail
Roodwoy __ Z
No Scale
Existing Roadway
C9nnectiori
- _ - \e<-.
_ S87°o5 33'E
L—A
Begin Connection End Conn. PVMT.
STA 9+50(Oak)f88'RT. STA 11+51.7A(Oak)95'RT. New 30'Curb Laydown
Match Exist. PVMT. Match Curb Loydown
80' RT. to I10' RT.
Straight Line Grade
CONNECTION TO FRONTAGE ROAD
STA 9+50 to STA 11+51.7 f
88'RT to 95'RT.
No Scale
Olympic No.5680 with
Smooth Lid,or Equal
Monument Box
Place Top.of Monument
Box 1/2'Below Finished
Surface
Street Paving
�0.40 Plant Mix Surface
t � �
rr
3�
e .15'Crushed Top Surfacing
�.0 2 Layers Heavy Cardboard
Over Excavation to be Cut
-- and Removed Before Monument
"a3 - Installation
Crushed Base-Course
Ci
2"Drain Pipe to
f pO C^- Gravel Base
o
N .Jp.,... 3"Brass Cop Set from
1 Reference Points
--.. ._ Concrete Base
..yo.
xcavation for
Concrete Base
8'Min.
Monument Box
No Scale
STATE PROJECT NUMBER SHEET NO.
DETAIL MONTANA I STPU 1202(3) 10
SEE NOTES a CULVERT END TREATMENT _
- - I - — OUANT IT IES (FOR EST IMAT ING ONLY)
D/A. A H PIPE 314'X3/8"XI/8" Ak A I l CC ��TT
CHIP, INCHES LENGTH,FT. GALV.CHANNEL CAPPRONE REBAR4LB. D/MENS/ON,FT.
-- -- J ----- - �" F F . !1N1 LENGTH(FT 1 CL.DD. U.YD. UE
G I J
SEE NOTES
15 7 10' 5.0 6.0 1.0
B 18 B 10'CMP --
5.0 7.024 JO 12' 3 6.0
Q 0•
1 A I A --
Ig
I� q
map NOTES: 1. 1 PIPE SHALL HAVE ANNULAR CORRUGATIONS OR REROLLED ENDS,
I
USE ONLY APPROVED COUPLING BAND PER STANDARD
I SPECIFICATION M 709.02 FOR CMP.
-
--------------------------------- FOR RCP END TREATMENT,SEE STD.DWG.NO. 49 FOR CONNECTION.
l
B 2. 1 GALVANIZED STEEL PIPE,GALVAN/ZED CHANNEL.AND FABRICATION AS
F DIA REQUIRED TO BE INCLUDED /N THE UNIT BID PRICE FOR DRAINAGE PIPE.
STEEL PIPE
AS REQUIRED 3/4"X3/8"X I/8" GALV. CHANNEL 3. ) THE TWO 314" CHANNELS MAY BE ELIMINATED FROM THE CULVERT END TREATMENT IF:
CRIMPED AND SPOT WELDED A. THE CULVERT IS FABRICATED WITH 12 GUAGE (0. 109"THICK) MATERIAL.
B. HALF CIRCLE NOTCHES ARE CUT /N THE CULVERT FOR THE STEEL PIPE WITH
PLAN VIEW CONTINUOUS WELDS OF THE PERIPHERY IN CONTACT PROVIDED.
C. PAINT ALL WELDS AND OTHER NON-GALVANIIZED PARTS /N ACCORDANCE
WITH STANDARD SPECS. SECT/ON 612 "PAINT & PAINTING."
4. ) CONNECTIONS MADE PER STD,DWG.NO. 49 WILL REQUIRE PIPE LENGTH
H AND V TO BE INCREASED BY 3 FEET.
CRIMP AND SPOT WELD,BOTH SIDES AT CREST
GROUND LINE OF EACH CORRUAGATION. IF SPACE FROM
G ER EDGE OF VALLEYYS MAY BETWELDEDNEL IS LlM/TED
THE
B C C C � n �,
/ �
6: 1 CMP
1 TYP.EA END
AS REQUIRED
F D l A.
3/4"x 3/8"X 1/8" TYP. EA. END ``� P/PE
GALV. bCHANNEL PIPE AS REQUIRED /4 FOR ALL PIPE
D
SEE NOTES
CMP_ I • I
m
m ^' 3-F D/A. (SCHEDULE 40)
GALVANIZED STEEL PIPE
o o AS R£QU/RED Ir
ti <
n 5 �
s
= o =
SECTION A- A END VIEW SECTION B- B
aqo
mar
0
o
u
STANDARD DRAWING
REFERENCE OWG. NO.
STANDARD SPEC.
1-841 OHO
SECTION
aa.. 1-84 JFA
ROAD APPROACH CULVERT
a.,sro 9-84 DHO
4-85 MAG 4-86 CSP END TREATMENT
.av srn 4-ST L L APPROVED
BY
V
STATE PROJECT NUMBER SHEET NO.
DETAM MONTANA STPU 1202(3) II
0 0 0 0 o CULVERT END TREATMENT
QUANTITIES (FOR ESTIMATING ONLY)
F 64 x4 L ANI l ,
2 e D I HENS ION,FT.
/A. A H PIPE FERRULt L OP
r< 1 Q RCP, INCHES LENGTH,FT. HLEN TH(FT) 8 C D E G R J
1za'
1 /S 4.75 0.69'0.27 4.0 0.25 0.75
- 18 6. 5 0.7 1 0.25 5.75 0.25 0.75
0 0 0 0 0
F 24 10.0 /0 2.5 12.5 10.5 2.0 0.7510.2119.2510.
25 0.75
RCP
F DIA. STEEL PIPE
AS REQUIRED
PLAN VIEW
.L -- — -- .C . -- _ J GROUND LINE 27
R - 251,.
__- 2%? x 27%1 LONG STD. PIPE 2%? X JO% LONG STD. PIPE -
?' x 4" HEx —
HEAD BOLT -- -
6'- 1
F-64 %t" x 4y� A
FERRULE L00P illSERT
AS MFG. BY DAY ION SUPERIOR
- OR 4PPROV£D EQUAL.
--- --
Z RCP HUB END ON OUTLET
SPIGOT END ON INLET
o ` 5-F D I A, (SCHEDULE 40) 27"
o GALVANIZED STEEL PIPE
_H - -- - ----«
END VIEW
0
0
Q N
SECT ION A- A VIEW OF INSERTS
O "
� 6
u
NOTE: PAINT ALL NON-GALVANIZED PARTS
IN ACCORDANCE WITH STANDARD SPCS. SEC. 612.
A N DARD DRAWIN
REFERENCE DWG. NO.
STANDARD SPEC.
SECTION
RCP ROAD APPROACH CULVERT
END TREATMENT
APPRQVEO
R
-------------------------------
IEFFECTIVEJ
16+97.27 p O �' 2747= D W 29+40 8=
STATE PROJECT NO. SHEET
CURB RETURN `q cn z IWi J 0+ 28(OAK) m 16 h OCU 5 RETURN--.00' ri p W o ,°� 17+69.26 CURB ETURN , o a p m y MONTAN STPU 1202(3) 12
R=95.0025 r. a j CURB RETURN d=87°18 " r; pU j °u4 0 89.06'S1" OAK-BOZEMAN
L=23.61' N m V d=89°�3535 R=20.00 =20.00'
R=20.DO m R/w CO m L=31.11' SCALE I"=20'
T=15.05' tr + L=30.48' * i- - T=19.69'
L=31.35'
F ti T=19.08' aD V' 1.79'
o + T-19.93, N 0+00 u (W�o
R/W + R/W +--� N 6+14.50 O J
+ CURB RETURN M m 00 j
w 2 `� _ R=115.00' O0 m Z j a p CURB REOTURN
�i >N - - J N I L=23.56 W O � cl R-90D0' 0
WIDEN SIDEWALKTO �- 1.81, T=15.00' +
g 9 � CURB,STA 28+14.7 ►= M + +v T=31.42
N. /9th Ave. + o R/w- +
o ^ C�z I ccu O - 37'FAC TO FACER/W
o N. /9th Ave. O
°48'35" 1'25" o N
m + 92°41 90°53'09
N 01°46'19"W RJI cN
N.01°46'19"W 0+63.09 Oak Street a 90°11'25 89°48'35" N OI°48 2P E c+D LL o
O 87°18' 9°06'51" 0 tjl Z o0
M 0 0 90°00'00" 90°00'Od' +
29+42.69(N.19th) +
1/4 CORNER 35'RT. END CUTOFF CU (SECTION LIN SECTION
LINE
- � 28+51.60(N.19th) 1 S89104'48"E
- -- - N OP46'19"W
- - - - - I+00 N01°482 R/W -0 90°00'00" 90°Od00"
NEW URB & 0----____
`GUT ER, M
MID-SECTION LINE
16+92.64 16+92.6i 58.50' �F F. 77+64. 53.50'RT. 27+90.52 N.19th= ro S 89N LINE
"E
CURB RETURN CTR. RA S 2 CTR. RA S CURB E 1+55.85 OAK � 9+42.69=
W CURB RETURN a
d=89- 0'35 d=90,�25- CURB RETURN O
R=20.00' = W 30.00 1 2.50(OAK)
L =31.35' Q �1 =2360 R=0001 ��� CU RETURN
T =19.93' F =15.05' L=80.89' 3�n j t6=90 '09"
v m 2m T=52.41' (n oQ a L=31.703'
�o h �y I N m T-20.31'
p W` 27+90.5 8.5'RT. - - - 0 0 + R/W
R/W CTR. RADIUS R/w 0 is
37'FACE FACE -1
14+30.00 'j� 14+88.50 00� U y
,'�? CURB RETURN CURB RETURN '°o M j
p o o c 28+4787 m R o @; 0
o a L.90°00'00" o =9070-c o o m ^ 29+19.87
oo� R+2306' w�� R=20.00' mct L=90°2'54' o QD CURB RETURN
rn� c� L=31,42' +F- Z d=89°39'S8°
+u T•15.00' T=20.00' v o R=15.00' a W +
L=23.66' + O cQj o R=20.00'
QD+ T=15.10' a L=31.30'
- + T=19.8
- - - V1 �7r'FACE TO FA T% - _ R/W R/W�
- -
- J
U) -- 7-
ook Street 9 = o o wa w CD
+ r_ O WaN o DD .t--
8 �' Z a m m o N z g + Oak Street LAYDOW o0
+ 90°0o'0o" -",�o g �I Z N Oak Street o cul?E 4)
a z + 89°38'06" 90°20'02" o m
N V, 90'00'00 90,00,00"
S 89°0448"E
92° 090350'57' 87°
S89°06'40"E S89°06'40"E
° "
0 0 90 21'S4 89°39'SB" $ 90*00,00" 90°Od00"
-MID-SECTION LINE o
- - - - `/ _ __ 89°04'48"E S89°04'48"E /CENTER 1/4 CORNER SECTION I M w W -MID-SECTION LINE
37'FA 70 FACE ! -- -S69*06 co >o
�f m
- - 37 FACE TO FACE M Z Z
T C�
y m + R/yy R/ J 37 FACE 0 FACE �-
11+44.90, 58.50'RT. a 12+16.74 53.5d RT. 28+43.58 + +
CTR. RADIUS W� CTR. RADIUS CURB RETURN ti 29415.52 34+28.68 R/W
CURB E F m --T �r m � CURB RETURN f' 7
cr 35+0p.68
CURB RETURN F-_ R/w 12+16.74 d=89°3806 p CURB RETURN or m -
►-0o m m 0 CURB RETURN
R 0_ CURB RETURN R=20.00' m � 4=90*20'02" d= 90*00,00" 2
d=87°09'03° m - p m m R=15.00' y 0 m d=90°00'00"
R=20.00' = a a6 M d=92°50 51 L=31.29' j o ,� > R=20,00' 0 0 ►�
�� a R=15.00' T=19.87' _ L=23.65' m - m � R=15.00'
O L=31.42' m p IL
L=30.42' Om '� S W L=24.31' F= ai ¢ T=15.09 T=20.00' Q o T=f5.00
T=19.03 �Oj c�07i T=15.77' C o m ,°$ C
G h M O -
m a � 50� + o � 00 00 �
M N V Z N T N V a
M V w U
W M
90' 80' STATE PROJECT NUMBER SHEET
4 44.25' 44.25' 11 MONTANA STPU 1202(3) 13
II � II
aI OAK STREET — BOZEMAN
w 2 4'BK to
<x SCALE: 1" = 50'
io
II06v¢ 4' to81�1
o o of CURB
II^ II T2S— —R5E
IIzwx
w n w 4' BK
BK II
III I
II o of
o 11 LO
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