HomeMy WebLinkAboutFederal Aid Project No. M-1212(6) - Kagy Boulevard SA DE rt-A XTME NT OF HIGHWAYS
• A. D.
D. H.v.
FEDERAL AID PROJECT NO. M-1212(6) D 'SV
• 5.0%
GRADE, SURFACING, CURB & GUTTER, SIDEWALK v •45 MPH
KAGY BOULEVARD A LIMITED
LETTING DATE —
i ' r BOZ EMAN ACCESS CONTROL
FACILITY
GALLATIN COUNTY
SURFACING MATERIALS- CONTRACTOR FURNISHED
THIS PROJECT - LENGTH 1.1 MILES
SCALES
HORIZONTAL 1 Inch=50 Feet
VERTICAL 1 Inch— 5 Feet
CROSS SECTIONS--HOR. & VERT.i 1 Inch= 10 Feet
REDUCED PRINTS APPROX. 1/2 ORIGINAL SCALE
O 04 31 32
36 31 32
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T2S , �s �... �, F. T2S
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F -T r•Y /f/'';18� 7 � `, STATE Of MONTA NA
G 14- .' f i -_--17 i DEPARTMENT OF HIGHWAYS
r
-• r APPROVED: oHrAp
RELATED PROJECTS _ I r
4 �
, r^ . STEPHEN C.
L.%;F.Y J. LARSEN KOLOGIBEGIN 1+00 M1212(6)
KAGY BOULEVARD ` DIRECTOR OF HIGHWAYS
M 1212�I) � �uuo��uic�o��.i � � �_.! -Z By o��f�2v
-LL r Pys STE EM6
l CHIEF ANAL
1 Q PRECONSTRUCTION BUREAU
I
END 61+25 .00 M-1212(6) U.S. DEPARTMENT OF TRANSPORTATION
" KAGY BOULEVARD 23 2a 20 /� FERAL HIGHWAY ADMINISTRATION
T PROJECT APPROVED
ASSOCIATED
AGREEMENT NUMBERS
R W BI I.C. M1212(5) - DIVISION ADMINISTRATOR DATE
P. E. M1212(4
STATE PROJEC
TABLE OF CONTENTS MONTANA
ROAD PLANS SHEET NO. SIGNING AND STRIPING PLANS SHEF
TITLE SHEET _ 1 SUMMARY - SIGNING AND DELINEATION QUANTITIES
TABLE OF CONTENTS, LIN. & LEVEL DATA, NOTES, BASIS OF PLAN QUANTITIES 2 SIGN LOCATION & SPECIFICATIONS
SIGNING & STRIPING LAYOUT S4 -
TYPICAL SECTION NO. 1, SUBGRADE STABILIZATION 3
SUMMARIES ELECTRICAL PLANS =1 -
SURFACING, ADD'L. SURF., OBLIT. RDWY, ADJ. WATER MAINS, MISC. CONSTR. MATERIALS 4
GRADING, ADD'L. GRADING, NEW CONC. CURBS, SIDEWALKS, DRIVEWAYS, & SAWCUT; ADJ.
STM. DRAIN MH TO GRADE, ADJ. SAN. SWR. MH TO GRADE, ADJ. WATER VALVE BOX TO UTILITY PLANS
GRADE, RELOCATE FIRE HYDRANT, MONUMENTS, TOPSOIL SALV. & PLACING, SEEDING '
CULVERT OPTIONS, CULVERT SUMMARY RECAP, DRAINAGE STRUCTURES, PAVEMENT TITLE SHEET - U1
MARKING QUANTITIES 7 STA 1+00 to STA 15+00 - U2
HYDRAULIC SUMMARY STA 15+00 to STA 30+00 - U3
STA 30+00 to STA 45+00 _ U4
DETAILS STA 45+00 to STA 54+00 _ __ U5
ROAD APPROACH CULVERT END TREATMENT 8 STA 54+00 to STA 61+25 _ U6
RCP ROAD APPROACH CULVERT END TREATMENT - 9
DRIVEWAY APPROACH PAVING, CONCRETE CUTOFF CURB, WHEELCHAIR RAMPS, CONCRETE
SIDEWALK, CURB & GUTTER; FIRE HYDRANT,RELOCATIONS, MONUMENTS ` 10 RIGHT OF WAY PLANS
TYPE 2 CURB INLET, MOD. ROOF SLAB FOR A TYPE 3 STORM MANHOLE, WATER
MAIN ADJUSTMENTS, MEDIAN RECONSTRUCTION 11 TITLE SHEET 1
INTERSECTION GEOMETRY 12-13 STA 1+00 to STA 15+00 - 2
WILLOW WAY REALIGNMENT - - 14 STA 15+00 to STA 30+00 3
S. 3rd AVENUE REALIGNMENT 15 STA 30+00 to STA 45+00 _ 4
STA 45+00 to STA 54+00 _ 5
PLAN AND PROFILES STA 54+00 to STA 61+25 6
STA 1+00 to STA 15+00 -- 16
STA 15+00 to STA 30+00 _ _ _ 17 CROSS SECTIONS
STA 30+00 to STA 45+00 - 18 KAGY MAINLINE -
1 - 16
STA 45+00 to STA 54+00 19 S. 3rd AVENUE REALIGNMENT 17 - 19
STA 54+00 to STA 61+25 20
BASIS FOR BEARINGS NOTES
LINEAR & LEVEL DATA Bearings shc�vn on these Tans are based on the East-W st
g p � ,. CURB RADII ARE MEASURED TO THE FACE OF CURB.
Quarter Section Line located in Section 13 as shown on the
Record Plat ,_f the Tai Lane Addition: N89027'02"E. 2. PROFILE CURB GRADES ARE TO TOP OF CURB.
3. CLEARING AND GRUBBING SHALL BE INCLUDED IN T-.'!:
LENGTH OF ROADWAY M1212(6) 2-LANE 6025.0 FT. = 1.141 MILES LEVEL DATUM SOURCE UNIT PRICE BID FOR UNCLASSIFIED EXCAVATION.
- 4. U.S.G.S. ELEVATIONS ARE USED THROUGHOUT THESE
LENGTH OF BRIDGES M1212(6) 0.0 FT. = 0.00 MILES US'; & GS 6erichmark No. S159, 1960, Located on the Northwest PLANS.
-- corner of `JJil cn Ave. and Lincoln St. in Blvd. 1.5' E. of E. edge 5. ROADBED COMPACTION COSTS ARE TO BE INCLUDED IN
TOTAL LENGTH OF M1212(6) 2-LANE 6025.0 FT. = 1.141 of sidewalk oind 4.0' NW of utility pole. THE .UNIT PRICE BID FOR STREET EXCAVATION. NO
U.S.G.S. ELEV. = 4890.07 (USED IN THESE PLANS) SEPARATE PAYMENT WILL BE MADE.
CITY OF B1-)ZFMAN DATUM ELEV. = 4874.63 (FOR COMPARISON ONLY)
PROJECT COORDINATES
STATION DISTANCE COORDINATES DESCRIPTION
BENCHMARKS BASIS OF PLAN QUANTITIES
LT. RT. NORTHING LASTING
1+04.59 10000.000 10000.000 SW 1/16 Car. Sect. 13, 19th Ave. B.M. STATION DISTANCE ELEV. DESCRIPTION
No. (QUANTITIES FOR ESTIMATING PURPOSES ONLY)
14+72.30 10011.174 11367.664 q Willow Way, 2 1/2" Pipe LT. RT. 1. COMPACTED WEIGHT OF GRAVEL 3700 #/C.Y.
28+48.00 10024.367 12743.304 11th Ave., Nail Bet. Prop. Pins 1 1+04.59 4918.00 HEAD OF BOLT LOCATED 4.59' E. OF G- I9TH AVE 2. BITUMINOUS MATERIAL WEIGHT 8.5 #/GAL.
42+24.39 10045.090 14119.530 7th Ave. 90' 4916.28 60 d NAIL ON EAST SIDE OF CUT OFF UTILITY 3. PLANT MIX BIT. SURF. WEIGHT 3855 #/C.Y.
POLE, V ABOVE GRADE, IN LAWN 25' WESTERLY
54+94.11 10064.200 15389.114 SE 1/16 Cor. Sect. 13, 3rd. Ave. OF � EXISTING WILLOW WAY 4. PLANT MIX BITUMINOUS OIL . SURF.. PLANT
56+29.09 10066.232 15524.079 Wilson Ave. 3 24+90.00 40' 4925.95 'X' IN TOP ❑F FIRE HYDRANT MIX BIT. SU WEIGHT
61+25.00 10073.697 16019.933 Kagy Blvd. End of Job 4 33+79.00 60' 4933.94 'X' ON EAST SIDE [IF M.H. RIM 5. PRIME OIL 0. GAL/S.Y.
6. TACK OIL 0.0505 GAL/S.Y.
1+04.59 1328.66' 9671.346 9995.993 SW Cor. Sect. 13, 19th. Ave., IP 5 42+61.00 37' 4934.87 ITOP BOLT ❑N FIRE HYDRANT MARKED '275' 7, MINERAL FILLER 1.5% OF PLANT MIX AGGREGATE
1+04.59 1328.66' 11328.654 10004.007 W 1/4 Cor. Sect. 13, 19th Ave., IF 6 54+94.11 4907.27 TOP OF MONUMENT INSIDE MONUMENT BOX AS DIRECTED BY THE ENGINEER
28+48.00 1331.47' 8692.921 12751.212 S 1/4 Cor. Sect. 13, 2 1/2" Pipe 7 55+49.00 42' 4910.31 EAST BOLT ON FIRE HYDRANT MARKED 'X240' S. COVER MATERIAL 25 #/S.Y.
9. SEAL OIL 0.40 GAL/S.Y.
Typical Section No. STATE PROJECT NUMBER SHEET
Kagy Boulevard MONTANA M1212(6) 3
- - 90.0,
14.0' --- 62.0' 14_0
~ (0.02Ft.PerFt.) - - 31.0,
(0.02 Ft.Per Ft.)
- '2.0' 29.0'Prime 8 Tack 29.0'Prime 8 Tack
a.
I.0' 5.0' 8.0'Boulevard 10.0'Sh_oh lder/ 14.0'Traffic Lane - 14.0' Median 14.0'Tmffic Lane 10.0'Shoulder/ 8.o'Boulevord 1 5.0'
Sidewalk Bicycle Lane _ - -- -
-�--- Bic cl
Profile Grade y e Lane i Sidewalk} l•0'
F.G. 1
Profile Grade_ i--Seal 8r Cover Profile Grade=
_ 0.02 ft./ft.- Top of Curb Top of Curb
Fill Depth d)-- s --- T 0.02 ft./ft. 0.02 ft./ft.-� 0.02ft/it = Cut Depth d)Slope Stoke
Slope Stake Vor�e
- c �< 4"Sldewalk(Typ.) 77
0.2'Cr.Top Surface
Type A,Grade 2 -0.40'-Pl.Mix Bit.Surf.,Grade B (Two Lifts)
75 L.75'
-0.15'-Cr. Top Surf., Type A,Grade 2
-2.15'-Cr.Base Course,Type A,Grade 5
Crown 0.02 Ft.Per Ft. - Crown 0.02 Ft.Per Ft.-
Quantities
Aggregate Material Bituminous Material
UNITS COVER PL.MIX CR TOPS CR. BASE PL MIX STA.1+13.30 to STA.6+64.00 -Trans.Exist.19th Ave.Shoulder(Cross Drained)to Normally Crowned Typ.No.I
MAT'L SIJRF SURF I CRSE. UNITS OIL PRIME TACK, SEAL STA.6+84.00toSTA.54+69.81-Ty
pical No.l
STA.54+69.81 to STA.56+83.77-Warp to Match Intersecting Streets
AREA SQ- FT. 23.2 8.7 136.8 SQ.YDS.PERSTA. 644.4 644.4 644.4 (See Cross Sections B Detail Sheet 13)
CU.YDS.PERSTA 85.9 32.2 5C6.7 TONS PER STA. 994 0.82 1.1
TONS PER STA 8.1 165 6 59.6 937.4 GAL.PER STA. 32.2
>K-Quonties do not include aggregate material for sidewalks or Driveway Approaches.
Subgrode Stabilization
Kogy Blvd. Sta. 13+25 to Sto. 17+25 Q
63.5'
End 6" Perforated Drain Free Draining Backfill
Pipe 4.0'8ehind New Material (See Special rL
Groundline. Provisions for Material
Requirements)
0.02 ft/ft - F 0.02 ft/ft 0.02 ft/ft r0.02 ft/ft
Vor�es
Vor es
.--Slope to Drain 2.7' Surfacing Section(See Typical No.I I
°�9 � ---- - -- -- - -- - - -- - - - - - & � °-- - - - -- -- - - a - -- - -moo
Existing Groundline Trench Subdrain 6" Perforated Pipe (P.V.C.)
See Special Provisions Construction Fabric-Stabilization, Light Duty _Free Draining Backfill Trench Subdrain 63.5' Wide, See Special Provisions Material (See Special Existing Groundline
Provisions for Material
j 1.0' Min. Fabric Overlap Requirements.)
No. 2 Filter � O
Material Y : N NOTE+ From STA 13+25 to STA 17+
50 the Cons . Fabric and Trench
_ - -- Drain shall be installed below the Base Course Material wherever
possible at 100' intervals, such that they drain to the left. The
2 0' 6"Perforated PVC Drain Pipe Trench Subdrain may extend into the Base Course Material where
Trench Subdrain Est. necessary, as directed by the Engineer.
a Quantities Per Lin. Ft.
(Avg.= 90.0')
0.15 C.Y. No.2 Filter Material
1.00 S.Y. Construction Fabric
(Underground Drainage)
SUMMARY
Ems
PROJECT NO. SHEET
STATION LINEAR FEET SURFACING
AGGREGATE MATERIAL BITUMINOUS MATERIAL
FROM TO GROSS NET + - TONS TONS GALS. REMARKS
FOR COVER PLANT CR. TOP R. BASE MINERAL
MAT'L. MIX SURFACE COURSE FILLER SEAL PLANT PRIME TACK
GRADE 2 SURF. TYPE A TYPE A CRS-2 MIX MC-70 SS-1
GRADE B GRADE 2 GRADE 5 120-150
1+00.G0 56+84,70 5584.7 5571.4 - 13.3 PVMT. IN PLACE- S.19th 451 9226 3321 52226
56+84.70 61+25.00 440.3 440.3 - - 61.3 553.8 45.7 1794 MAINLINE KAGY - TYP. N0. 1
11 235 85 2145 ti ADDITIONAL SURFACING 1.6 14.1 1.2 46 MAINLINE KAGY - RAISED MEDIAN
55 1144 751 8267
7.F 68.7 5.9 219
5% CONTINGENCY - 530 208 3132 - r 31.8
TOTALS 6025.0 6011.70 517 11135 4365 65770 160 70.5 668.4 52,8 2059
ADDITIONAL SURFACING (QUANTITIES INCLUDED IN SURFACING FRAME)STATION LINEAR FEET AGGREGATE MATERIAL BITU MINOUS MATERIAL OBLITERATE ROADWAY
TONS TONS GALS. REMARKS LOCATION LENGTH REMARKS
FROM TO GROSS NET + - FOR COVER PLANT CR. TOP CR. BASE MINERAL (STATIONS)
SEAL PLANT PRIME TACK
MAT'L. MIX SURFACE COURSE FILLER
GRADE 2 SURF. TYPE A TYPE A CRS-2 MIX MC-70 SS-1 13+00 to 14+72.3, LT WILLOW WAY
GRADE B GRADE 2 GRADE 5 120-150 54+94 v
1 S. 3rd AVE.
1+13.3 1+45.1 12 4 76 - 0 55+00 3 S. 3rd AVE.
14+44.0 15+06.1 .1 0.7 Q1 2 CURB RETURNS & FILLETS LT & RT - S.19th 28+06.3 19 7 99
28+11.g 28+84.1 29 10 143 ti 0'1 1.1 0.1 4 CURB RETURNS & FILLETS LT - WILLOW WAY
28+90.2 0.2 1.7 0.1 6 CURB RETURNS & FILLETS RT - S.11 th
41+85.2 42+57.3 29 10 143 - 0.2 1.7 0.i 6 CURB RETURNS & FILLETS LT - S.11th TOTALS 7
41+88.5 42+66.6 27 9 125 0.2 1.5 0.1 5 CURB RETURNS & FILLETS RT - S.7th
24
27 10 144 9 124 0.2 1.7 0.1 5 CURB RETURNS & FILLETS LT - S.7th SEE SPECIAL PROVISIONS
50+86.2 51+57.8 N 5C+92.7 51+63.8 - 0.2 1.5 0.1 5 CURB RETURNS & FILLETS RT - GREEK WAY
0+50.5 4+00.0 349.5 349.5 24 9 124 - 0.2 1.5 0.1 5 CURB RETURNS & FILLETS LT - GREEK WAY
54+96.9,LT 2+29.5 ~ 278 1726 ~ ~ ~ CONN. & APPR'S TO WILLOW WAY ADJUST WATER MAINS
l UL-DE-SAC S.3rd 02 37 598 0.7 6.1 0.5 20 TYP. #1 SURFACING THICKNESSES
55+21.6 1+57.7 157.7 157.? 52 19 354 - 0.3 3.1 0.3 10 RT. TURN LANE - KAGY to S.3rd
55+21.6 55+88.9 �T. TURN RAISED ISLA'.' 36 STATION LINEAL EACH REMARKS
56+25.0 56+65.2 6 2 38 ~ ~ ~ ~ 4" FILL IN ISLAND RT FEET
55+62.3 57+04.2 - 0.1 0.4 0.1 1 CURB RETURN & FILLET RT - S.3rd FROM TO
0+36.2 4+50.8 414.E 414.E 53 19 290 - 0.4 3.2 0.3 10 CURB RETURNS & FILLETS LT. - WILLSON
CONN. TO S.3rd 25 521 187 3025 - 3.4 31.3 2.6
4+50.8 6+10.0 159.; 159.," CONN. TO S.3rd 10 200 72 1161 101 TYPICAL SECTION NO. 2 20+79 24+50 414
3+20.0 1.3 12.0 0 39 TYPICAL SECTION N0. 3 ADJUST TO 6.5' DEEP (MIN.)
APPR. TO S.3rd (LT, ~ 8 14 40 0.5 0.1 28+85 1 ADJUST FOR NEW STM SWR
3+20.0 APPR. TO S.3rd (RT) ~ 11 19 57 ti 47+00 1 ADJUST FOR NEW STM SWR
0.7 0.2 50+85 1 ADJUST FOR NEW STM SWR
TOTALS 55 1144 751 8267 e 68.7 5.9 :�u
MISCELLANEOUS CONSTRUCTION MATERIALS ** TOTALS 414 3
STATION CONSTRUCTION FABRIC (S.Y.) DRAIN (L.F.) CUBIC YARDS * SEE SPECIAL PROVISIONS
LIGHT NO. 2 CRUSHED BASE CLASS 1 REMARKS
FROM TO STABILIZDUTY ATION UDRAINAGE D EROSION CONTROL EMBANKMENT 6• pVCORATEO FILTER COURSE RANDOM
( ) MATERIAL TYPE A GR. 5 RIP RAP
13+25 17+25
13+25 90 g6.0 13.: SUBGRADE STAB. - MAINLINE
13+80 14+40 TRENCH DRAIN
14+25 90 FE, 13 267 DRAIN DITCH LINING LT
14+ 3 TRENCH DRAIN
15+17.17.3 SUBGRADE STAB. - WILLOW WAY ** THE UNIT PRICES BID FOR EACH OF THE MISCELLANEOUS
231 DR. DITCH LINING RT OF WILLOW WAY CONSTRUCTION MATERIALS SHALL CONSTITUTE FULL PAY-
15+25 90 86.0 1 +25 13.5 TRENCH DRAIN MENT FOR PROVIDING, AND PLACING THEM AS SHOWN IN
90 86.0 13.5 TRENCH DRAIN THESE PLANS, IN ACCORDANCE WITH THE STANDARD
17+25 90 86.0 13.5 TRENCH DRAIN SPECIFICATIONS AND THE SPECIAL PROVISIONS, AND TO
TOTALS r4' 450 995 430.0 67.5 166 498 THE ENGINEER'S SATISFACTION.
STATE PROJECT N0. SHEET
RY MONTANASUMMA M1 21 2(6)
X? tk?s
�L
GRADING * NEW CONCRETE CURBS, SIDEWALKS, DRIVEWAYS, & SAWCUT UNCLASS. STREET EMB.+ (STD DWGs 64-67, & DETAIL SHTS)
STATION EXC. = EXC. .. REMARKS NEW CONC. NEW 4" .* NEW 6SAWCUT
(C.Y.) (C.Y.) (C.Y.) STATIONS CURB & CUTOFF :NEW
ONCRETE CONCRETE REMARKS
GUTTER CURBS DEWALK DRIVEWAY
1+G(' (LF.) (LF.) (S.Y.) APPR. (S.Y.) (LF.)
7 6 C 1 INCLUDES MAINLINE TOPSOIL REPLACEMENT RAD. PT. TO RAD. PT. LT. RT. LT. RT. LT. RT. LT. RT. LT. RT.
17+11.3 1+45.11 TO 14+43.98 1374.7 1 .G 708.3 444.6 60.5 Incl. 30'R S.19th; 15'R, 5'ext., & 1/2 Cutoff Curb on Willow Way
1212 INCLUDES MAINLINE TOPSOIL REPLACEMENT 1+44.49 TO 28+06.-32 2740.3 20.0 1450.4 185.8 60.5 Incl. 30'R on S.19th, 20' R & 1/2 Cutoff Curb on S. 11th
19+51.1 15+06.07 TO 28+11.86 1365.8 17.n 728.7 92.9 22.0 Incl. 1/2 Cutoff Curb, 20'R on Willow Way, 15'R, 5'Ext., 1/2 Sawcut on S.11th
10280 INCLUDES MAINLINE TOPSOIL REPLACEMENT 28+84.09 TO 41+85.22 1361.2 37.0 736.2 102.2 100 Incl. 15' R, 5' Ext & 1/2 Cutoff Curb S. 11th, 20'R & 1/2 Cutoff Curb S. 7th
61+2 .0 28+90.17 TO 41+88.49 1358.4 0 751.3 51.1 44.0 Incl. 1/2 Sawcut, 20'R on S.11th; 15'R, 5'ext., & 1/2 Sawcut on S.7th
42+57.29 TO 50+86.21 889.0 17.0 493,8 p
18. In
cl.nl c. 1 2 Cut. C.4 15'2+ R 6 5'e 6.56 TO 50+92.72 886.1 n / 5'ext. on S. 7th; 20'R, 1/2 Sawcut on Greek W.
51+57.77 TO 54+69.43 506.7 0 40.5 Incl. 1/2 Sawcut, 20'R, on S.7th; 15'R, 5'ext., & 1/2 Sawcut on Greek Way
TOTALS 0 4U552 19092 340.0 0 190.1 0 51+63. TO 55+ 18.8 Incl. 1/2 Sawcut, 15'R, 5' Extension on Greek Way
43 25.00 618.8 0 237.7 63.5 55.5 Incl. 1/2 Sawcut, 20'R on Greek Way; South 3rd Cul-de-sac
* THE CONTRACTOR SHALL DISPOSE OF EXCESS MATERIAL AS SPECIFIED IN THE SPECIAL 54+69.4 TO 61+ .0 1116.0 0 76.4 0 498.7 Incl. Conn. to S.3rd, 1/2 Sawcut Kagy, & 1/2 Raised Median (Rod. Pt. to EOP)
PROVISIONS AND APPROVED BY THE ENGINEER. COSTS FOR HAUL ARE TO BE INCLUDED IN 55+62.29 TO 61+25.00 525.3 0 38.8 0 550.0 Incl. Conn., & Sawcut Wilson; 1/2 Sawcut Kagy, & 1/2 Raised Median (Rad. Pt. to EOP)
THE UNIT PRICES BID FOR UNCLASSIFIED AND STREET EXCAVATION, AND WILL NOT BE PAID
FOR SEPARATELY. TOTALS 6129.1 6446.5 24.0 74.0 2971.5 2946.9 652.1 288.0 772.5 696.8
R MAINLINE EMBANKMENT FROM STA 13+25 TO STA 17+50 SHALL MEET THE .* SQUARE YARD PRICES FOR SIDEWALK AND DRIVEWAY APPROACHES SHALL INCLUDE PROVIDING, GRADING, PLACING, AND COMPACTING 0.07 C.Y. OF SUBBASE G
REQUIREMENTS FOR AN A-1-a MATERIAL (BY THE AASHTO CLASSIFICATION METHOD). SQUARE YARD OF SIDEWALK OR DRIVEWAY APPROACH. SEE PLAN SHEETS FOR CURB LAYDOWN LOCATIONS RAVEL PER
ADJ. STM. DRAIN M.H. to GRADE ADJ. SAN. SEWER M.H. to GRADE ADJ. WATER VALVE BOX to GRADE
LOCATION EACH REMARKS LOCATION EACH REMARKS STATION EACH REMARKS
ADDITIONAL GRADING 32+19, 25'RT 1 KAGY BLVD. 24+65, KAGY BLVD. 20+99, 15'RT 1 KAGY BLVD.
34+68, 25'RT I KAGY BLVD.
STATION STREET UNCLASS. EMB.+ 28+48, KAGY BLVD. 23+82, 15'RT 1 KAGY BLVD. +
EXC. EXC. ** REMARKS TOTAL 2 31+99, KAGY BLVD. 28+85, 15'RT 1 KAGY BLVD.
FROM TO C.Y. C.Y. C.Y.
41+76, KAGY BLVD. 28+99, 15'RT 1 KAGY BLVD.
1+00.0 42+26, KAGY BLVD. 42+55, 16'RT 1 KAGY BLVD.
43+30, KAGY BLVD. 46+51, 15'RT 1 KAGY BLVD.
TOPSOIL REPLACEMENT +20%1+13.3 RELOCATE FIRE HYDRANT 45+26, KAGY BLVD. 46+56, 11'RT 1 CURB RETURNS & FILLETS - S.19th KAGY BLVD.
48+26, KAGY BLVD. 50+95, 15'RT 1 KAGY BLVD.
6+15.0 CURB OPENING LT EXISTING EACH NEW REMARKS 51+25, KAGY BLVD. 51+13, 1O'RT 1 KAGY BLVD.
8+43.0 CURB OPENING LT
10+24.0 CURB OPENING LT LOCATION LOCATION 51+25, 16'LT KAGY BLVD. 51+13, 44'LT 1 KAGY BLVD.
10+24.0 53+55, 15'LT KAGY BLVD. 54+66, 25'LT 1 KAGY BLVD.
CURB OPENING RT 20+79, 43'RT 1 20+79, 34'RT WITH AUX. VALVE 56+30, KAGY BLVD. 55+20, 221T 1 KAGY BLVD.
11+74.0 CURB OPENING LT 24+90, 401T 1
13+2525.0 24+90, 34'LT WITH AUX. VALVE 56+41, VLT KAGY BLVD. 55+25, 24'LT 1 KAGY BLVD.
12+ .0 CURB OPENING RT 27+75, 41;RT 1 27+75, 34'RT WITH AUX. VALVE 60+58, KAGY BLVD. 55+40, 15'RT 1 TRENCH DRAIN 42+61, 37'LT 1 42+70, 34'LT WITH AUX. VALVE KAGY BLVD.
13+82.0 DRAIN DITCH LT 46+57, 38'RT 1 46+57, 34'RT WITH AUX. VALVE
14+25.0 TRENCH DRAIN 46+65, 39'LT 1 46+65. 34'LT WITH AUX. VALVE TOTAL TOTAL 14
14+44.0 CURB RETURNS &FILLETS LT - WILLOW WAY 50+79, 37'PT 1 50+79, 34'RT WITH AUX. VALVE
14+72..3 1 CONN. TO WILLOW WAY 55+25, 50'R' 1 54+95, 50'RT WITH AUX. VALVE * SEE SPECIAL PROVISIONS FOR OTHER ADJUSTMENTS
15+17.3 DITCH RT. of WILLOW WAY 55+39, 421T 55+39, 34'LT WITH AUX. VALVE TO WATER LINE IN THIS AREA.
15+25.0 TRENCH DRAIN S. 3rd AVE
16+25.0 TRENCH DRAIN 3+40, 201T 1 3+40, 35'LT WITH AUX. VALVE TOPSOIL SALVAGING & PLACING,
17+23.0 TRENCH DRAIN 6+16, 23'LT 1 6+16, 30'L1 WITH AUX. VALVE SEEDING (SEE SPECIAL PROVISIONS)
18+23.8 CURB OPENINGS LT & RT STATIONING SEED. & FERT. SEEDBED TOPSOIL SALV.
21+60.0 - CURB OPENING LT TOTAL 11 AREA NO. 1 COND. & PLACE * (EB) * (LB) REMARKS
25+04.0 1 ` CURB OPENING RT FROM TO (ACRES) (ACRES) C.Y.
28+06.3 28+90.2 CURB RETURNS &FILLETS LT &RT - S.11th
32+15.0 CURB OPENING RT MONUMENTS
34+20.0 CURB OPENINGS LT & RT 1+13.3 14+72.3 1.63 876 19.6 106 KAGY BLVD.
41+85.2 42+66.6 CURB RETURNS & FILLETS LT &RT - S.7th STATION EACH REMARKS 14+72.3 28+48.0 2.18 1172 26.2 142 KAGY BLVD.
50+86.2 51+63.8 1 CURB RETURNS&FILLETS LT&RT- GREEK WAY 28+48.0 42+24.4 1.40 753 16.8 91 KAGY BLVD.
54+94.1 S.3rd CUL-DE-SAC LT NEW RESET 42+24.4 61+25.0 L' 1.27 683 15.2 83 KAGY BLVD.
56+26.1 -1 2046 CONN. TO S.3rd AVE. 14+72.30, CTR 1/16 COR, SWl/4, SEC13 C '' 0.75 403 9.0 49 WILLOW WAY
3+20.0 (S.3rd) 174 APPROACH's LT & RT 28+48.00, 45'LT 1 WITNESS TO E1/16 COR, SW1/4, SEC 13 1.33 1.33 715 16.0 86 S. 3rd AVE (N. & S.)
28+48.00, 45'RT 1 WITNESS TO E1/16 COR, SW1/4, SEC13
42+24.39, 451T 1 WITNESS TO CTRi/16 COR, SEt/4, SEC13
TOTALS 3381 2208 4148 42+24.39, 45'RT 1 WITNESS TO CTR1/16 COR, SE1/4, SEC13 TOTALS 8.56 8.56 4602 102.8 557
54+94.11, CL 1 E1/16 COR, SE1/4, SEC13
* INCLUDED IN ROADWAY QUANTITIES TOTAL 2 SEED AND FERTILIZER QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY. COSTS FOR
** EMB.+ QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S INFORMATION THESE ITEMS TO BE INCLUDED IN THE UNIT PRICE BID FOR SEEDING.
ONLY, AND WILL NOT BE PAID FOR SEPARATELY.
STATE PROJECT NO. SHEET
S U M M All'3\. MONTANA M1 21 2(6)
CULVERTS
BASIC BID ITEMS OPTIONS HEIGHT
LINEAR FEET CUBIC YARDS CU IC YARDS CU IC YARDS ALUMINUM CUBIC YARDS OF SKEW REMOVE REMARKS
STATION CULVERT LENGTH RELAY CULVERT BEDDING CL 'DD' RIPRAP CONCRETE COATING END BEDDING CL 'DD' RIPRAP STEEL PIPE COATING END BEDDING CL 'DD' RIPRAP PIPE COATING END BE , CL 'DD' RIPRAP COVER ANGLE CULVERT
PIPE PIPE CULVERT EXC. MAT"L. CONC. S 2 PIPE SECTS. MATL. CONC. STD. DWG. 2 2/3"xt/2" SECTS. MA CONC. STD. DWG. 2 2/3' x 1/2' SECTS. MATL. CONC. STD. DWG. IN
STD.DWG. STD.DWG. STD. DWG. STD.DWG. STD.DWG. STD. DWG. STD.DWG. STD. DWG. FEET
UN. FT. UN. Ff. C. Y. a1 30 32 1 LT. RT. 30, 32 CL 1 CL 2 CORR. LT. RT. No. ao 3O. 32 CL 1 CL 2 CORR. LT. RT. No. ao 30 32 CL 1 CL 2
1+37-' 24" 122 35 24" CL2 NONE RACET RAGET 24"-0.064" BIT. RACET RACET 24"-0.060" BIT. IRACET RACET 1.5' 18"x75'CMP MAINLINE DRAIN
1+63- 36'x22"IRR 116 85 2.2 36"x22" CL31RR NONE SO * 2.2 2.5' 5'LT 22"x36"x46'CMP FARMER'S CANAL (IRR)
3+62 5 18 x26 CMP LT of MAINLINE
10+33 5 16 x22 CMP RT of MAINLINE
12+93 10 18 x78 CMP RT of MAINLINE
13+70- 73"x45"IRR 140 255 116 73"05' CL3 (IRR) NONE FETS FETS 116 3.0' 10'RT MAINLINE DRAIN
2+10 73 x45 IRR 74 120 50 73 x45" CL3 (IRR) NONE FETS FETS 50 73x55-0.079(IRR ■ BIT. # I # 60 5.4 11.31 1 1 3.0 30'LT WILLOW WAY DRAIN
16+50v 24" 124 5 24" CL2 NONE FETS FETS 24"-0.064" BIT. FETS FET 24"-0.060" BIT. FETS FETS 1.5' MAINLINE DRAIN
18+23.8 18" 4 5 18" CL2 NONE RACET RACET 18"-0.064" BIT. RACET RACE 18"-0.060" BIT. RACET RACET 1.5' RT of MAINLINE
25+50 36"IRR 128 65 1 136" CL2 (IRR) NONE FETS FETS 1.5' MAINLINE DRAIN
5+12.8 36"IRR 88 35 36" CL2 ORR) NONE FETS FETS 6"-0.0 4°IRR BIT. FETS FETS 5.0' 5'LT 36"x6O'CMP S.3rd AVE. DRAIN
TOTAL 625 666 2.2 166 L22
* CONCRETE IRRIGATION INLET & TRASHGUARD (STD DWG'S 35 & 36)
COSTS INCLUDED IN THE PRICE BID FOR CLASS DID CONCRETE DRAINAGE STRUCTURES
■ USE 3"x1" CORRUGATIONS & WATER TIGHT CONNECTIONS (SEE SPEC. PROVS.) NEW CURB INLETS** SEE SPECIAL PROVISIONS STATION NEW RCP STM (L.F.) REMOVE NEW TYPE 3 REMOVE REMOVE CULVERT# 3:1 STEP BEVEL STM
(NEENAH R3067-V INLETS MANHOLES Exc. REMARKS
CL 2 CL 2 CL. 2 CL 2 PIPE
OR EQUIVALENT) STM MANHOLES
12" 15" 18" 21" STD. DWG. 54 DETAIL SHT. 11 DEPTH FT (C.Y.)
CULVERT SUMMARY RECAP FROM TO IRR. IRR. IRR. IRR. (LIN FT) LT RT LT RT LT RT 48'f�54"084 96 LT. RT. LT. RT.
LINEAR FEET _ _ CUBIC YARDS 1+58.0 53.5'LT, CONN. to EXIST. STM to N.E.
BASIC BID NEW NEW REMOVE CULVERT BEDDING CLASS DD RIPRAP 1+60.0 5+93.5 434 225 51.51T to 30'LT
PIPES IRR. CULVERT EXC. MAT L. CONC. STD. DWG. No. 25 5+93.5 6+10.5 62 1 1 2.3 2.0 _ _ 20 CUR INLETS 30'LT & RT
PIPES STDNo.. DWG. STD4o.41 No. . DWG. CL. 1 10+5 58 1 2.5 3.5 10 CURB INLETS 301T & RT
10+51.513+62.0 312 70 30'RT to 23'RT
18" 54 13+65.0 13+66.0 2 1 2.0 1 MH 23'RT, CURB INLET 30'RT, SEE SHT-11
24" 246 13+75.0 2 1 3.0 30 LT, CONN. to DRAIN, SEE SHT 11
36"x22"IRR. 1 t 13+70.0 15+06.0 136 40 23'RT
36"IRR. 15+07.6 54 1 1 3.8 4.3 1 _ 10. CURB INLETS 301T & RT, MH 23'RT
73"x45"IRR. 15+09.6 18+48.0 340 175 23 RT
18+50.01 54 1 1 4.2 5.2 1 30 CURB INLETS 301T & RT MH 23'RT
18+52.0 21+98.0 346 1 1 1 135 23'RT
22+00.0 54 1 1 3.7 4.2 1 10 CURB INLETS 30'LT & RT MH 23'RT
TOTAL 307** 62' I1 25+50.0 2 1 1.5 1 2 CURB INLET 30'RT MH 23'RT & 29.71T
25+52.028+84.0 332 45 23'RT to 25'RT
** SEE SPECIAL PROVISIONS 28+09.028+87.0 156 1 1 1 40
28+79.928+85.6 56 1 1 3.3 3.3 1 10 CURB INLETS 30'LT & RT, MH 25'RT
34+68.034+85.8 76 54 1 1 2.7 2.7 1 1 25 CURB INLETS 36LT& RT, CONN, to MH 34+68
41+83.7 41+87.0 56 1 1 1 3.3 3.8 1 1 10 CURB INLETS 30'LT & RT, MH 23'RT
41+85.7 46+98.0 514
30 23'RT
47+00.0 54 1 1 3.5 4.5 1 10 CURB INLETS 30'LT & RT, MH 23'RT
PAVEMENT MARKING QUANTITIES 47+ .04 +82. 382 295 23 RT
48+10 8
.0 +89.0 110 1 15
4" YELLOW 8" WHITE 24' WHITE PLASTIC 50+84.7 50+91.2 54 1 1 4.8 5.3 1 25 CURB INLETS 30'LT & RT MH 23'RT
STATION WHITE YELLOW PLASTIC PLASTIC PLASTIC WORDS & REMARKS 50+86.2 51+42.3 60 1 1 • 2.7 10 CURB INLET 49.0'RT, CONN, to INLET AT 50+84.7
PAINT PAINT STRIPING STRIPING STRIPING SYMBOLS 50+92.7 51+43.3 54 1 3.3 1 10 CURB INLET 49.0LT, CONN. to INLET AT 50+91.2
FROM TO (GALS.) (GALS.) L.F. L.F. L.F.) (SQ.FT.) 50+86.754+85.0 400 250 23'RT to 25'RT
53+21.0 53+81.0 1 5 USE 15" STM IN PLACE
1+00 61 i 24 26408 3301 252 1032 TOTAL QUANTITIES 53+78.0 6 1 4.2 5 CONN. INLET to 15" STM IN PLACE
54+44.0 4+87.0 118 1 1 1 20 49'LT.to 51'RT
54+60.0 4+84.0 40 1 5.0 15 60'RT to 32'RT INLET PIPE CONN. to INLET 3L5'RT
54+84.0 4 1 6.0 1 10 CURB INLET 301T MH 25'RT, REUSE EXIST. 15'STM.
54+84.055+13.0 45 1 10 REM. 12 STM,FROM MH TO CURB INLET 1901T
55+77.0 5+80.0 6 1 5.0 1 1 5 CURB INLET 18 RT, MH 24'RT ON 18"STM IN PLACE
55+82.0 56+16 52 1 4.0 10 24'LT of 0.3rd, CONN. TO MH 55+80 KAGY, 24'RT
TOTALS 24 26408 3301 252 1032 TOTALS I56 50 2430 766 483 13 14 1 2 9 2 1 1 6 3 2 1580
STATE PROJECT NO. SHEET
ONTAN M1212(6) 7
HYDRAULIC DATA SUMMARY
STREAM NAME SIZE/TYPE DESIGN FLOOD BASE FLOOD (1%) OVERTOPPING FLOOD 2O O3 REMARKS
STATION MAGNITUDE FREQUENCY H.W. ELEV.MAGNITUDE H.W. ELEV.MAGNITUDE APPROX.H.W. ELEV.
(IF NAMED) STRUCTURE 1Q® 4 (C.F.S.) (FT.) (C.F.S.) (FT.) (C.F.S.) FREQUENCY (%) (FT.) (FLOOD OF RECORD, Qp(max), ETC.)
13+70.0 73"x45"RCPA 140 4 4917.0 340 -- 180 3 4917.5 KAGY PTW, 24" RELIEF AT 4916.0
2+10.0 73"X45"RCPA 14C 4 4913.0 340 115 5 4912.0 WILLOW WAY PTW
25+50.0 36" RCP 58 4 4921.0 123 -- 100 1.5 4925.5 KAGY PTW
5+12.8 MIDDLE CREEK DITCH (IRR.) 36" RCP 55 4 4906.5 143 -- 75 3 4908.0 S 3rd AVE. CONN. PTW
(IRRIGATION DITCH, AREA BASED ON
LOCAL DRAINAGE INTO DITCH)
NOTES: • H.W. ELEVATIONS SHOWN ARE BASED UPON PEAK FLOW ANALYSIS UNLESS NOTED IN REMARKS COLUMN. NOTE: o HIGH WATER ELEVATIONS SHOWN MAY VARY SLIGHTLY
(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.
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(max) IN THE REMARKS COLUMN OVERTOPPING DOES NOT OCCUR
AND THE FLOOD MAGNITUDE LISTED CORRESPONDS TO THE FLOOD OF PARAGRAPH 9a(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.
I
EXCEEDANCE PROBABILITIES KAGY BOULEVARD
25 YEAR 4% CHANCE BOZEMAN, MT
50 YEAR 2% CHANCE
100 YEAR 1% CHANCE
DESIGNED 8 88 S.L.F. i 200 YEAR .5% CHANCE
DRAWN
CHECKED
REVISED
REVISED
D ---- - _.
PROJECT NUMBER SHEET N0.
M O NT A N A M 12 i 2 l61 8
DETAIL I
--- - CULVERT END TREATMENT
SEE NOTES , OUANT I T_I ES (FOR ESTIMATING ONLY)
D IA. A H P I PE 3/4"XJlr X 118" A A I Q CONCRETE N0.4 D/MENS ION,FT.
CUP, INCHES LENGTH,FT.'' GALV.CHANNEL F DIA. (IN 1; LENGTH(FT 1 CL.DD.tQU.YD. REBAR LB.
�---- -- J - � B C D E G I l J
SEE NOTES
� 15 7 10'
.20 .20 5.0 6.0 L 0
8 18 8 10, .33 .33 5.0 7.0 1.0
CUP 24 IO 12' 3 6.0 15 1.95 .50 .50 6.0 9.0 1.0
----------------- -----------------
- -- -
I
ra•� I A -- -
!<o
Z fa 0
I a!I I
�f. A.1 I NOTES: 1. 1 PIPE SHALL HAVE ANNULAR CORRUGATIONS OR REROLLED ENDS.
USE ONLY APPROVED COUPLING BAND PER STANDARD
I
SPECIFICATION M 709.02 FOR CUP.
FOR RCP END TREATMENT,SEE STD.DWG.N0.49 FOR CONNECTION.
B 2. 1 GALVANIZED STEEL PIPE,GALVANIZED CHANNEL,AND FABRICATION AS
REQUIRED TO BE INCLUDED /N THE UNIT BID PRICE FOR DRAINAGE PIPE.
F DIA
C STEEL PIPE 3. 1 THE TWO 314" CHANNELS MAY BE ELIMINATED FROM THE CULVERT END TREATMENT IF:
AS REOU/RED 3/4"X3/8"X I/8" GALV. CHANNEL
A. THE CULVERT IS FABRICATED WITH 12 GUAGE (0. 109"THICK) MATERIAL.
CRIMPED AND SPOT WELDED
B. HALF CIRCLE NOTCHES ARE CUT /N THE CULVERT FOR THE STEEL PIPE WITH
CONTINUOUS WELDS OF THE PERIPHERY IN CONTACT PROVIDED.
PLAN V I EW C. PAINT ALL WELDS AND OTHER NON-GALVANIIZED PARTS /N ACCORDANCE
WITH STANDARD SPECS. SECTION 612 "PAINT & PAINTING."
4. 1 CONNECTIONS MADE PER STD,DWG.NO. 49 WILL REOU IRE PIPE LENGTH
H AND J TO.BE INCREASED BY 3 FEET.
CRIMP AND SPOT WELD,BOTH SIDES AT CREST
OF EACH CORRUAGATION. IF SPACE FROM
GROUND LINEOUTER EDGE OF CSP TO CHANNEL IS LIMITED
G ���� THE VALLEYS MAY BE WELDED.
B --C---- Eli C fl4 C -tom
6: I CMP
. E I I
TYP.EA END
AS REQUIRED
q PIPE
314"X3/8"X 118' F D/A. `TEEL TYP. EA. END
GALV. CHANNEL PIPE AS REQUIRED /4 FOR ALL PIPE
SEE NOTESI
CUP�
3-F DIA, ISCHEDUL£ 40)
m z GALVANIZED STEEL PIPE +
u AS REQUIRED
END VIEW SECTION B- B
SECTION A- A
Q N
2 Q -
~ Q N
2 0
u
STANDARD DRAWING
STANDARD SPEC.
DWG. N0.
SECTION
m ro.m 1-84 DHO ROAD APPROACH CULVERT
ww. 1-84 JFA
�. END TREATMENT
uersm 9-84 OHO
xvism 4-85 MAG APPROVED
ievsm q-86 CSP
F�EV By
nn ism 4- L L JE F F E C I I V
nev ism
STATE PROJECT NUMBER SHEET NO.
IDE 'p II�I�'A MONTANA M1212(6) 9
CULVERT END TREATMENT
OUANTITIES (FOR ESTIMATING ONLY1
DIA. A H PIPE F 64 p'x4 e ALVANI I DIMENSION,FT.
RCP, INCHES LENGTH,FT. INSERT,FERRUL L EACH
F DIA. (IN)LENGTH(FTI 8 C D E G R J
IS 4.75 0.69 0.27 4.0 0.25 0.75
18 6.5 0.710.25 5.75 0.25 0.75
24 10.0 10 2.5 12.5 0.5 2.0 0.75 0.21 9.25 0.25 0.75
RC P _.
CF DIA. STEEL PIPE
AS REQUIRED
PLAN VIEW
— - - -- - - « 27"
_ 6 .-_. c ---- C ^- - _ C_- « --J-- GRO!IND LINE — «
R 25' "
�- 2V2 X 27Vz LONG STD. PIPE 2V2 X 3OVZ LONG STD. PIPE
(o
X 4" HEX
HEAD BOLT> -
FERRULE LOOP INStRT
/ AS MFG. BY DAYTON SUPERIOR
3 - OR APPROVED EOUAL.
ITLr� .
m _ HUB END ON OUTLEV
RCP
a a z I SPIGOT END ON INLET 27
-5 F DIA. (SCHEDULE 40)
GALVANIZED STEEL PIPE
END VIEW
0
0 0 o SECT ION A- A '
V I EW OF INSERTS
o
H NOTE: PAINT ALL NON-GALVANIZED PARTS
IN ACCORDANCE WITH STANDARD SPCS. SEC. 612.
STANDARD DRAWING
REFERENCE DWG. NO.
STANDARD SPEC.
SECTION
RCP ROAD APPROACH CULVERT
END TREATMENT
APPROVEO
REVSBY -------------------------------
E V
STATE PROJECT NO SHEET
MONTANA M1212(6) to
A Match Exist.Ground at R/W``
I"Radius\• 6 I/4"Radius
1/8"xl°Contraction Joints
(Typ.) dl //l�llll-llll-;l1 �ii
0.40'PM.B.S.
6"Concrete Approach Paving P /-4°Sidewalk(Std.Drawing No.65) io
0.15'Cr. Top Surf
8"
2.15'Cr.Base Course
Concrete Cutoff Curb Shall Be
Constructed Of Air Entrained
I/2"Expansion Joints m Back of Curb Class"DID" Concrete.
y
---------- SECTION A-A I'- 5�y Varies 2'-0"
NOTE:Wheelchair Ramps To Be Con- YI�J\II
strutted At All New Intersecting Street
A Edge of Concrete Gutter Crosswalks And At The New Stadium
5.0' Throat Width_ 5.0 Crosswalk -g _5 Wide Concrete
Trpn_ Curb Laydowns Tin_ I-- / Sidewalk(SeeSld.Dwg.No65)
it,an
See Plan 8 Profiles si}tan U`a S
for Widths o o o \�\ ooa,�s/ o _ Expansion Joint
e T
go -Expansion
� OBOOfc � _
Varies>M 5.0' 8.0' 2.0' P°ao�oy /s�6 T
A
S Mox
Match Sidewalk ��Fy
=±0.06 H./ff. S=0.02ft./ft. s=0.0617ft./ff.+ I \� ,
-Wheel Chair Ramp
-Laydown Curb
2' New Cutoff Curb-Length Varies 2' Radius(Typical)
0
6"Concrete l _—Contraction
0.2'Compacted Cr.Top Surfacing, Varies-See Detail Sheet m - Contraction Joint
12
Type A,Grade 2 Back To Back of Curbs f - Expansion Joint
SECTION A-A �- Single Inlet
Contraction Joint
Driveway A roach Pavin/� Detail New Concrete Cutoff Curb Detail �___ Concrete Inlet Apron
Y PP 9 4'-0" 5' 4=0' with
6x6 4/Cwb and
No Scale
No Scale See Standard Drawing 65 Gutter Quantity.
eTheApproachatSta.6+15 Lt.Will Be Paved Through It's Wheelchair Ramp Detail
Easement As Shown On The Plans
No kale
�3'-0"
_ NOTE: All Materials and
Labor Needed to Install, Olympic No.5680 with
Relocate or Adjust Fire Mueller Centurion or City-of-Bozeman _-_---Smooth Lid,or Equal
Hydrant Shall be Included in - _�APproved Equal r--- Monument Box
the Price Bid for Fire Hydrant Place ToP of Monument
Installation,Relocation or Adjustment Sleeve Box 1/2'Bolow Finished
face-
Adjustment. Sur 6'
rawl Sidewalk(Stall. 91/2 AdjustableValveBox _-L ,-Street Paving
Drawing
No.65) —Face of Curb
2"
Finished Grade-- -0.40 Plant Mix Surface
Expansion -3'Radius Curb and Gutter ?ti _mot
Joint I/2'Min. 11
_4"Radius Il lrals I il_ 5U0.
;,g "' ° d.+— Laydown Curb For Driveway Approaches Wrap All Buried Pipe lad 'Telescopic Adjustment , +
.15'Crushed Top Surfacing
---1/2"Deep joint Placed of 10'Maximum 8 Castings w/1 _ i2 Layers Heavy Cardboard
Intervals.Groove Shall be Continuous on Layer of 8-Mil Polyethylene l a Over Excavation to be Cut
j1 s
tl
Bock of .r The Top Exposed Sur For The Width Course Concrete I and Removed Before Monument
3. of Curb 8 GutterASee Std.Dw No 66) --J v, as Installation
Curb °,s- -o o g� Aggregate(/3 Cu Yd. d Flanged and Mechanical o; l�
o Joint Gate Valve o \Crushed Base-Course
Laydown Curb For Wheel Chair >I Z >ao
Romps-� - IA Smith-Blair or Dresser u - 0 2"Drain Pipe to
18 %12 x24
0.2'Compacted Cr.Top Surfacing III 24 Ill /Flexible Coupling Gravel Bose
°
Type A,Grade 2 Class F Concrete Thrust _1 _ °°pry N °to
3"Brass Cap Set from
Block Pouredih Place 1111 - `Reference Points
or Other Blocking Existing Pipe '� e
. Approved by the II -- Concrete Base
Engineer i1 _ -Excavation for
Concrete Sidewalk,Curb a Gutter Detail � , ,;,, 1! 11 ,I; _ Concrete Base
Builders Paper I(I III= Precast or Poured in
8"Min.
Scale : I I/2"=C-10' 18"x30'k4"
Place Concrete Slab
_.Fire Hydrant 8 Gate Valve
of the Close Coupled Configuration Monument Box
Fire Hydrant Detail
— No Scale
No Scole
STATE PROJECT NO. SHEET
MONTANA M 1212 (6) II
NEENAH R-3067 Curb Inlet Frome,
Grafe9 Curb Box.
_lEff:rE19 A---)
5/8°x5"Anchor Bolts o., n�'�r 65 -
6
d a
6,_ �d ry 3'-0" `' 6„ 16.9" 24" 24i.,
6 6„ - ----- -- .,6
n'
O d tS,
o I I Extra Bar
A• No.4 Bars m 12" -� I 1 - in Bottom
_ 22" o -^ Centers `—fi r '^ 1 1 F (Typ.)
i ITYp•) Spaced Equally 41 o I N -
I _
4'-
�9 I
U) -
--
Neenah R-3067
A Curb Inlet Frome,it
Grate 8 Curb Box
N
Grout Connection 12'�(Typ,l_
� 12"fTypl m
n.il I a .-———-- GroutConnection
Break End of 1 LOCATION CULVERT 1
Connecting Pipe- J Break End ofJ0.n
STA 13+65, 30'RT 73"a45" RCPA Connecting Pipe No. 4 Bars of
Break ODeningin New- 6 6" Spacings (Typ.)
STA 13+75, 36LT 73"x45" RCPA
Culvert STA 25+50,30'RT 36"RCP Break Opening in
6. Top 9 Bottom
New Culvert v
_Varies
(Drawn as 36°Circular) - I Extra Bar in Bottom(Tyr.)
e
di
Culvert Flowline Culvert FlowlI e
tld v
P`
SEC. A-A
TYPE II CURB INLET DETAIL MODIFIED ROOF SLAB DETAIL
FOR A TYPE III STORM MANHOLE
SCALE I°= I'-0°
SEE STD. DWG. 54 FOR NOTES APPLICABLE STA 25+ 50, LT
TO THIS DETAIL REINFORCEMENT SHOWN IS ILLUSTRATIVE ONLY
SEE STD DWG. 57 FOR NOTES APPLICABLE TO
THIS DETAIL
TYPICAL BAR DETAIL aoap. a�
2 Required Per Thrust Block
+r6 Ti y
Bend Bar as Shown B Apply
10 Mds Coal Tor Epoxy. o'O Min.Area this Face-5.2 S.F.
-� �--12"Min. _
M°
New Pavement New Pavement _
THRUST BLOCK DETAIL Width varies Up To 19.0' Width Varies Up To 19.0'
Varies -Up To 18.0' Varies Up To_15.0' .,1df
� 24"Min J � IA ----�{ --�
r Insulati W Roised New
Transition Coupling New C.T.S.d C.B.0 2.0' Median 2. C.T.S.aC.B.C.�
New RCP STM ____ _
Width Varies Varies Width Varies
Or
Crossing Existing Raised Median
Width Varies(Remove) 1 Topsoil — —
ro `IoI O 8"x48'z48' Existing 6"D.I. Water 1 S=0.02 it/H 1 _5=0.02 ft/ft—L-►
fi'CL52 D7Reqd
- - 2 Rigid Fiberglass Main Cutback to Remove
Lengths as Insulation,(Dow Damage 8 Square Ends
co a "Foomg la s'or — — ——� —
s " Equiv.) Existing Roodway �Ezisting Roadway
o e. 45' D.I. Bends as Required Surfacing (t 1.30') Surfacing (t I.30')
Secure to Thrust Blocks w/
o e 0.40' New Plant Mix Bit. Surf„ Grade B l2 Lifts)
2 a6 Bars (Typ.) NOTE:
10.0' I_ 10.0' _I 1 0.15' New Cr. Top Surf-Type A,Grade 2 A11 New Pavement Shall Be
2-15' New Cr. Base Crse. Type A, Grade 5 Placed Using a Paving Machine.
L Full Length 6"CL52 D.I. Pipe JJ Thrust Block(See Insert)
f' Centered Below STM Drain "I To Be Placed on Undisturbed
Said(Typ.) �Crown 0.02 ft/ft I Crown 0.02 it/ft - ►
WATER MAIN ADJUSTMENTS
STA 28+83, 14 RT.
MEDIAN RECONSTRUCTION STA 47+00, 14'RT. DETAIL
STA 50+90, 14'RT.
KAGY STA 56+82.30 TO 61+25.00
SCALE I'=5'-0"
SEE DETAIL SHEET 13
a'eacr�7oeacK /5t06.07 28t/L86 44's4a.l mar STA7F PRO✓EGT NUMBER SHEET
CURB RETURN 27'FACE 7D FA 430'FAGl R7 fAGE r - - - —
CURB RETURN CURB RETURN
m I M iNTAhr7 M-,', F /2
d=90°l7'43' d=90°lB'23"' 4=89°35'02
J h R=30.00' 14 t 43.98 , O � R=20.00' R=15.00'
CURB RETURN J
Q
O 28*90.17
L=47.28' ' L=3/.52 L=23.44
CURB RETURN
T=30./6' d=89°4630 d90'45'4 5"nQ T=20/l' T=14.88'
R=/5.00' hQ
0 O L=23.50' 3 in O ^m I •C qO� �� R=20.00'
m 7 V h O� o
�O° �� L=3L68'
T=14.94'
N IJ m j 3 ^ N O m �v I 00 �O� \ m T=20.27'
L?yp"y
STA. 1tO4.59 -
07116 SW14 ORNER Kogy BOU/evord
SEc. l3 Kogy o Bou/emrd
° " �\
90 1 1(3 1- B9°4217 N 89°31"55'E 90°1330" B9°41 77' N 89°2702"E N 89"27Y12"E 90°2658' 99°14'15" N 89°0815'E
N 89°3155"E
89°42:'17'- ✓ 90°774J' 89°53:91 90°1122" B9°4727" 90°J120"
QKogy Bov/evo�d V8*4(800 = P/ (ANCLE PO/NTH
i 14-A72.JO P/ El/4 COR. S$711f SEC 13
CC17R 1/16 MR., SIYI/4 SEC.7J 3
284-06.32
cQ CURB RETURN N m
t^ + N R=20.00'33 J h p`
v) Ihj L=31,49' �h00 EXISr j0
h /1-44.49 I T=20.07' N p EASEMENT h p CURB 4RE7' N
89 CURB RETURN/7 d=15.001 409
a0 R=30.00' 430'FA 70FAlE g R 14.86
Lx46.9 44'BACXTO 940r--- my
�O 44'94 T08AQf' hQ J J7BA 1GCoa-- h0
CU BB49 hQ 430'FA TO",T O� 42+66.56 50-1-92.72 h Q 36 F 111YA - 5/t63.78
CURB RETURN d h CURB RETURN CURB RETURN CURB RETURN
R= 9*14 a� ,,t `v4j 4=90*4523" d=89'14'54" ^ R=20.00'06"'
L=23.36' �O S ti W LzJ168' L=23.27' rn�c0 � ��h �v L=31.06'
T=/4.80 i �� �, T=14.80 �`Z F� T=20.26
Q �{�� c�� T=20.27' O O �Q �h
7U o Inl O� �fC� h h OIL~�� I hC�
O V�v r O V�O
h W e
�- I --
I O
O O
h O ^ O
N 89°0815'E 90°4523 89°14:97" N 89°OB>5"E N 89°08'15"E 90°4506' 89°1454' N 89°0815"E h
99014;T7 90°452J" 89°1454" 90°45b6"
Kogy Bou/evo�d
Kogy Bou/eMrd
- II�IIVVYIlIIYI�Ir -� ���.
~OL
h V h ti h 42+57.29 �
4/t8522 J I O0 J 50t86.2I Leh �� 5145777
CURB RETURN - CURB RETURN h J
d=90°45'23" "?Q �V hQ d=89*14'37" CURB RETURN J � CURB RETURN
R=20.00" ,� v R=/5.00' d=90°45'06" p Q �.00' p h R=/5.00'S4"
L=3/68" c�� 37UfA It1FAlF �� L=2336 L=3I.68 �� a� L=23.37'
T=20.27' cJi i9'84 IOBAGa v T'/4.80' T=20.26' J J7.3'B/ R/B4 ^v T=14.80'
2-F29.59 S.3RD AVE 'ke STATE PROJECT NO SHEET
N 18.5' _ /8.5'_ m 280 TRT. ��o)Spp WILSON AVE.
2t29.59S.3RDAVE. m ^ y� FG� h0' MEDIAN STRIPING MONTANA M-/2/2(6) 13
28.0 'LT. -- Ci Ci 55t 39
� 9 /6957 LTLT c�gyF �Q 4t25.0 END PAINTED MEDIAN ON CE
END EDGE TAPERS(12'LANES)
N 31050 BEG 30 I MEDIAN TAPER LT(TO C)
m 2 t 85.0 BEG EDGE TAPER RT Q
54 t96.86,/94.9B'LT KAGY= \ /f 85.0 BEG /5:1 MEDIAN TAPER LT (ACROSS V
STA.l t95.00S.3RD AVE. r BEG 30 /MEDIAN TAPER RT. TO J p
LAJ
CENTER OF CUL-DE-SAC BEG 30:1 EDGE TAPER LT
04i L C=8.40- F T.C.=8.20
TO 2f2947 SAWCUT 8 MATCH
Z Z / 3450 0 CURB,GUTTER 8 PAVEMENT
e JN O �\� � o �2 *57t48.2 Q°
/24 LT. Ik92y'R o�
W
O � (B Q T.C.=8.75 � �'.�*• �
Z J
Q Q W 0t64./8 WILSON p0
W o Q SEC.LINE I3//8= 55-F6229 6.0'RT. '� WO
r,) 80.50 LT SA 8 MATCH EXIST 1k m
= O h EXIST.fL S.3RD AVE.NORTH _ r k Nm
O O OFKAGYCVLY(TOBECLOSED CURB,GUT7ER8PVMT.50'LT
AS SHOWN) tih b
O O ~ =h
�' 157f04.2 t 57%&9 5
N STA.54f94.//K4GY t5/ LT. +51 LT W
h h h m ST.4.Of00.00S.3RO AVE.N. i 57+04.20 SAWCUT 8
E///6 CO SEC. j5 TA CH EXIST SIDEWALK
R/W T2S R5E cr
56*29.09 KA6Y= T.C.=t 4.9/' -
�!
T.C-7.24 OfC000S3R0� 56*86.30
30,'l v v 55+60.39 0t0000W/LSON
---- --- 2!R FG=4906.26 1 /.O� �n
lLO'LT. 1
l0.'1 12/005'19" 58�5441" TC.=580' N
11.25Il N -
_ - 58°54'4/ 25dR,
N 55*27.09 .',r4GY 55t83.4/KAGY - = TC=5.76'
22.50'RT IC=806 22.50'RT /2/'05/9' -------- ----- ----------
TC_Z/2- - 3017
/5�/
30.'( 4 R 4'R 8 MATCH CURB, M - -
- _ pt SO_ T.C=7.05 ITC.=-'05.55' GUTTER B PAVEMENT
- � - - -
787/9 R. -
_ J 2R A o REMOVE EXIST CURBED MEDIAN
h
R/W °�'J h s `�- ` 56f6520SAWCU_T 8 W g "PAVE, AND INSTALL NEW CURBED
jJ 4R O rQ oxF MATCH EXIST.S/DEWAL K 0 MEDIAN. SEE INSERT BELOW
LLA
Q° �r.� 9A' 'R. O,j' -4
� to
k ��N / R 0% p h �' -4 cro �, m o� o
Ci Qs 'L' Q• ^Q J
_54t6943KAGY W V "/ �56t65.20(KAGYI h vy 2v W Q InO �'°
/00.50'RT m~ I hx hQ 0% 82.50'RT co ��J WO� ��Qm
Qz
(KAGY,2�ORT)/5 I r 9TTG ix h.QP � o,Wo �o cohV
d=112.56'11"RT Lq�619 I PI STA.245370 3m�
S.JRD
0=/57.69/ dl C,,Ty4'gy 3s9 Q -300/7'31"LT. 1 - 30/
R=80.00' D=7'30'
T=120..72' O/ / L=403.89' 59486.3 END 30,1/ h
E=64.82' / R=763.94' MEDIAN TAPER 13'RT. �I
S=002%LO'TRANS. TO T=20678' tn,'� W
MATCH S.3RD M I`
E=2Z49' NEW CURBED MEDIAN DETAIL O Cw
Lw
7'OFFSET TO PAVEMENT ?y, 2 i2 S=002%70' o�IQ N o
S.3RD AVE. 2q,' 5 3rd AVE. TRANSITIONS TO CONNECT/ON O b
0+0000TO 0t46.92 TRANSITION TO TYPICAL NO.2
/ 2+55.00 END CURB 8 GUTTER
2 f 55 00 BEGIN/5.7 MEDIAN TAPER LT(ACROSS f)
BEGIN 3 0,/MEDIANRT (TO
2t5500 TO 4t50'8/ TRANST APER TYP2 TO TYP. 3) INTERSECTION ERSECTION OF
/ 3f75.0 BEG/N30:/MEDIAN TAPERS LT.8RT(TO f) KAGY BLVD./S.3RD AVE./WILSON AVE.
�l 4 715081 TO 6t l0.00 TRANS TYP 3 TO TYP 4 (SEE SHT.15)
SCALE I 20
Qu W 4f95.0 END MEDIAN
h b ALL RADII ARE TO FACE OF CURB
h ,�. 6f100 SAWCUT AND MATCH EXISTING PAVEMENT ALL WIDTHS ARE TO BACK OF CURB
2f5370 .
`I -_ s' 111 �
i
STATE PRO✓ECTNUMBER SHEET
1 EXCAV EMBANK.
MO/VTANA M12/2(6) /4
O
$ qrL cQ/ ti
\ 0bj a _. -
See ye Fr \ 21.0' - -210'
sy;
Spec; bg _ 3+630R/W=30' 4 OO 15.0' 15.0'
oy Ro04 wo R/W=EXISTING 48 End Willow Way
rsrORay _� 14�' ,, 14.0'
4+00 End
- ,4 24' Construction rL
0+50.5 Begin /� 7 u Connect to PTW ryh y/ Varies Varies
Construction- I - �\ 25'R(TYD1 24' �/ �O nh� 3•.k 3.y
14+72.30 Kogy'
0+00 Willow Way '�- - � - 0.33' Cr.Top Surf.,Type A,Grade 2
u. N-Oa�14'35'�W Willow�wa 3t78 O Existing Groundllne'• 1 2.00'Cr. Base Course,Type A,Grade 5
- -�`� - - - --- p N Free Draining
\ , 56 Subgrade Stabilization Fabric42'Wide(See Special Provisions)
- Bockfll Material
a New Dr. Dt. w 0 (See Special Provisions) _Typical Section-Willow Way
U9 �^ 4� T- �� - �� NO SCALE
Q -� all -45'RT.(Typ.) EL=07.0 1
4rBpttom w/3;1 Side Slopes UNIT CR.TOP CR.BA E
Area Sg Ft. 9.6 72.0
o o\ 3+2 .0 NEW 'Ti (T yp) Cu. Yd. Per Sto. 35.6 266.9
a w Approach Lt. 3� 0 +50±Con ect To Cl. I Riprop
R aY E 80.
a C54 Exist. Drain Ditch R,. Ton Per Sta. 65.9 493.8
50 C Add.E b.
',o0 0 2' LU 20
oZ om o 0
98 c +€
0 o a c N a o + z; Approach ubgrade �h/ 115
6 o a M w o �ry �ti F.L=0 .2
U ; ! -
0 3 U w T
z 13.4' 13.4'
0
= o -
12.0' 12.0'
0
3 0 °0' v = 32 175 - - -
± ^o +
� 3
U m U O Sr)
N N m 015 z s .0 w` Approach Subgrade ,y^/ Ci/ ,y7 6( ��r2o
ao oN m o _ -� CcTopSurf.,TypeA+ 0 + a + - -- - +33.7 FL:07.4+ 2
o a
Willow Way Plan & Profile 2+ 0.0 New
Approach LT 2 r5O 0.02ft./ft. 1 0.02tt./ft.
50 C.Y. Add. b.
2+40.0 Private 3+25 Priv 3te 9 350 Willow WO Private A roaches
Approach Lt. Approach Lt. 4 a y Pp
Finished G, de 9K STA.2+40,3+25 LT,
4915 Grade 22 t. _ 4915 NO SCALE
__- Inver Elev.=075
Spline to Match
Existing Roadway Invert EI .=08.0 +DO 2+10 74LF7&e6 Arch Drain(Irr.)-(See Special Provisions)
4910 a 4910
30°Skew . 3'Cover -Backnu for Smooth
- _ 0 70 FETS LT. Rt. Transition to Existing
- Ground(Typ.l
a h y
73°x 45°CL.3 RC ` \ IN 3;f Flowlineo-
4905 (See Special Provisions) 0 of 4905 a Elevation
tr \ y
L o G c
Finished(�Grade I+8 .8 I+ 15'Class Random Rip Rap
0+ 0.5 To 4 00
NOTE See Section 622 on of the
0 215 Will w Way Rood Cann. standard specs for construction 4915 _ 4915 \p 165 C.Y.Add.E c. Fabric,Acceptance,Installation, `Grade Base Course Type A,
- b. Payment,Etc,
Grade
4 Approved Embankment Erosion Control
Spline t0 Match Quantities Per Sto Fabric as per 713.09 of the Standard
Existing Roadway FL=08.1 Class I Random 1778 CV. Specifications
4910 p, _ 4910 - -1- - Rip Rap
- 3' 0+70 Ta 3+50f Cr Base Coarse 59.3 CY
N L r. t.8 Rt. Consfr.Fabric 355.65.Y
9 g 1+00 505 C.Y. Add Exc. Drainage Ditch
+ 0 0 0 0 273 9Lining_
4905 0� 0 tr 4905 Beg. Dr.Dt. ti ti� ,�a
v w -•3+870 Lt. L. hti/ \h� y/ OLT.OF WILLOW WAY
Finished Grad ---
Curb e L 2+30 TO 3+60
22 Rt. RT OF WILLOW WAY
4915 - y 4915 NO SCALE
N
O _
c.0 Spline to Match 0.5 M 1212(6)
4910 0 `�� Existing Roadway 4910 Beg. illow Way WILLOW WAY RE- LIGNMENT
- -- �* -
C4 00 MINAM
1 � 2 PPIE"IL
4905 0" 4905
w �l
8
+ UO 50 40 30 20 10 10 20 30 40 50
It
0+00 1+00 2+00 3+-OO 4+00 EXCAVATION C.Y. EMBANK.C.Y.
I iv �' O 1 -1 50±Buried Son, 2 184 Buried 6"Water
6k1 ¢m ��� Swr.CrossingfL wLineCrossing� NON-STANDARD SYMBOLS 5.6' 12'orl5' 12'orl5' 5.6'
1'a� oo�-a' ti rr ---Exist.Roadway Features STATE PROJECT N0. SHEET
I JI Ylr�ri'X I I;, II o/� I -New Roadway Features MONTANA M 1212(6) 15
6'.1 Typical Section No.2
s:,
o SpP - 0125'PM.B.S.,Grade B S.3RD AVENUE
+o� It', � °'
q/S \ n+� 0.20'Cc Top Surf.,TypeAGrade 2 S. 3RD. AVE.CONNECTION
04 G..>
N 0.50'Cr.Base Crse.,Type A,Grade 5
e'V o o c I k% �I a Pl.Sta.2+53.70S-3rd Ave. F
\B to� m 0=30°17'31°LT. n T 0.02ft./it. 0.02ft./ft. 6' 24'_ 24' 6'
�Y6•
2�as Mh3 ®® L=0389' \ ; o _ 2.0' 22'Prime&Tack 22'Prime6Tack 2.0'
Mh. °� R=763.94' \ = 3 m� S. 3rd Avenue Approaches
�o T=206.78 zo o J �J STA.3+20.0 LT & RT. Profile Grade=
E ,2749' o o d o t -Finished Grade
m w 0 \ n g E NO SCALE
S=0.02'/I.O' + ao m' -0.02ft./ft.
v o a \ m + a y 002ft/ft -0.02ft./ft. 0.02 ft./fi. 6:1„
. ¢o j h So m in N d a _`g.1i - - _ - --
-m 11' 25'R \ ��w Uncurbed Section Limitsf 0.40'PM.-TF
B.S.,Grade B,(2 Lifts) `Uncurbed Section Limits
\ - Be innin Sta.2+55.00 42.4'to 38.5'to Beginning Sta.2+55.00
w� ---_ g q I 0.15'Cr.To,Surf-,Type A,Grade 2 g q
\ _ _ --
v FH. 6' - 2.15'Cr.Base Course,TypeAGrode5
--N w 3 --- ----- ----------
S00°06'16"E - �d --- W_ � � 0.7� �-Stger0.02ft./ft. 0:75
N00°0536'w II S.3 Avenue S.00°06'16"E - QUANTITIES -
131756 1316.43'Sec.Cor.to
1/4 Cc I T Mh Sta.54+94.n(1/16cor.) ____________-__-_-_ -__ -_ ___-____- AGGREGATE MATERIAL BITUMINOUS MATERIAL STA.O+'OO.00to STA.0+46.92Transition to
'GGradetoDrai -6 °S-Tel. - Tel. N UNITS PLMIX CR.TOP CR.BASE COVER UNITS PLMIX PRIME TACK SEAL Typical No.2
Tel. _ - -- -- - -� c-met- -- -- -- Tel._ -- SURF. SURF. COURSE OIL STA.0+46.92 to STA.2+55.00 Typical No.2
Tel M _ --- _ Area,Sq.Ft. 17.6 6.6 106.5 - S.Y./Sta. 488.9 488.9 488.9 STA.2+55.00to STA.4+50.81 Uncurbed Section,
e C.Y./Sta. 65.2 24.4 394.4 - Tons/Sta. 7.54 0.62 0.83 Transition to Typical No.3
lro i in o o o a Tons/Sto. 125.7 45.1 729.6 6.1 Gal/Sta. 24.4 -1For Fill Heights Greater Than 5', Use 4:1
r-
SF�rs! � o I w u d
�, C �O + �1 0_a dOJ
E E 3 m N aPin O o Elr c m IJ u
o > 3
2 "10 N d `E a' J ��� N Typical Section No.3
w ww ¢ I NHS coo in J Iwo o,c o
c m d E N 3 o c�io v Io S.3RD AVENUE
SJ�r pmt o Yd_ n,z c' Or
. I N g wE ol2 NOTE: SEE SHEET 20 FOR 32.0 30.0
\r o?ao c« }o .ou J o10 in, NEW CURB a GUTTER QUANTITIES - -- -
w \ �Cr y c 3 " o M 3 o o �I 22.4 22.0'
21.8'Prime 6 Tack 21.5'Prime 9 Tack
u m I \ b w ci r U q O0.0' 20.0'
20'Bran N� 3� �N M 4 0'O Co�o
aid m a J ai UTILITY ADJUSTMENTS
I Ease. m o z E �I° ZS + u d Sto. Dist. Tvpa -
E 1 \ o f cc PAVED APPROACHES v o c`o 0+95 62 Rt. Relocate F.H.9 Same as 55+25,50'Rt. Profile Grade=
cr ro 3 ,'`v� Location Surface Width N o p o� Aux.Valve {in Mainline Quantities 0.02 ft./ft. ���Finished Grade
Se z d I \ F}E }0 3+20.0,Lt. 30' +E 3 4g 3+40 20'Lt. Relocate FH.8 0.02fT./ft. 4;y`
z l nom o� 3+20.O,Rt. 24' �� ow Aux.Valve 1t
I 6+16 23'Lt. Adjust FH.8, A` 4'1
10'Constr 45' 45 10'Conch. Pmt. Aux. Valve = 4,1 q•,\
Pmt. - - '` - L-0.40'P M.B.S.,Grade B,(2 Lifts)
' 0.15'Cr.Top Surf.,TypeA,Grade 2
20 Pr vote A 3proadLt. +20 1 Irivat4pproch Ri.
-2.15'Cr.Base Course,Type A Grade 5
- - - -- - -- -- - - -- - 1 �_ Super 0.02 ft./ft.
1 4
- QUANTITIES
AGGREGATE MATERIAL BITUMINOUS MATERIAL STA.4+-50.81 to STA.6+10.00 Transition to
UNITS PLMIX CR.TOP CR.BASE COVER UNITS PL.MIX PRIME TACK SEAL Typical No. 4
SURF. SURF CRSE. OIL
t-- - Area,Sq.Ft. 16.7 6.6 114.4 - S.Y./Sta. 481.1 481,1 444.4
1 C.Y./Sta. 61.9 24.4 423.7 - Tons/Sto. 7.16 0.61 0.76
ar - - -- - - - Tons/Sta. 119.3 45.1 783.8 5.6 Gal./Sto. 24,1
Q'
i
I v
• M I
..._._� T•N -
Y= _ T Typical Section No.4
4915 o a I 'VC I 1 4915 S.3RD AVENUE
+ o 51nish d CL Grade 29.0' 29.0'
19.3' 193,
18.7'Prime&Tack 18.7 Prime 81Tack
4910 2 v 0 s78 New�urb let L. , 4910 I6.9'
-o. eon ,
EX• S�." S M. _ Profile Grade=
CL Finished Grode
0.02 ft./ft.y
4905 1 I _ - s 4905 0.02 ft./ft.
_ 4;I2
_ 4:1
U
a- a - - -> - - 128 0.40'PM.B.S.,Grade B(2 Lifts) _
V
4900 I i > - > - - e m 4900 0.15 Cc Top Surf.,Type A,Grade 2
Cr.
Base Course,Type A Grade 5
o t
ewIW ter a
0 12'S1M.-tL _ _ _ _ P I Crown 0.02 ft./ft Crown 0.02 ft./ft.
�Ex st 8"San. 4895 QUANTITIES y
4895 - AGGREGATE MATERIAL BITUMINOUS MATERIAL STA.6+10.00
4 1
Exist.San. H 0+k5. ,29,64'Rt ew Sttm. I UNITS PL.MIX CR.TOP CR.BASE COVER UNITS PL MIX PRIME TACK SEAL
- --; Gqy Stu;55+ 0,24' -
SURF. SURF CRSE. OIL
Area,Sq.Ft. 14.2 5.7 103.8 - S.Y./Sta. 415.6 415.6 375.6
C.Y./Sto. 52.6 21.1 384.4 - Tons/Sta. 6.08 0.53 0.64
Tons/Sta. 101.4 39.0 711.1 4.7 Gal./Sta. 20.8
- -- -- --
ni
- -
0 I 2 3 4 5 6 7
-- - _ - 1-.
. , r• aan ,_.may.; � --- +��G'ir 4 �tq�� _� �� as --- ire��rwr��,�/ ri-.
fly wwal
WAR
#F
Boom FAIR W WI M No ME EMEMEMEMEMME
■■ Irmo.., I. ... ME ■■ _—■■ ■ _�_�__ :�:ail �■■
INE -am Nor EMMI 0 Palo
MINI
FIEND MMM OEM
ME 0
ME EMMONS
EMS
1 ■■ ■■■■� ,r,m�M
moll ■■ ■■I!�■■■ ■■■■■ ■■■■■■■■=■■■ i■=3ia ��� ■ -
MMIM
_ ,— ---■l"■■■■ --
--M■■■■■■—■■iE■■--
■■■■■_:_■■■■__
■■ ■■i ■■■■ _■■■ ■■ ■■ MEMMM9-Rmlll
■C■■■ C ■
oms
MMW
9- -- _ffin-E--MEN E- MMENN MEMOMEM SEEN= moonlT
, 1 1
M■■ ■ ___■■■■■■ ■ ■■ —;- ■■ ��— --
■■■■■■■■■■■■■■■■ ■■■■■■■ii ■■■_■ _ ■— ■i■■■■■■■�■■■�■■■■■■■■
UTILITY CROSS/NGS STATE PRO✓ECTNUMBER SHEET NO.
STA. TYPE NOTE O h CURB LAY9Q
h NS28f2/ U.G.TEL. N UTILITY ADJUSTMENTS y�. N ti ¢STA. T//RQ4r WIDTH v GWTANA M I2/2(6J 17
30' 30' /8037 ON10.ELELT. 24 6CLR. (R[0 4 NON-STANDARD SYMBOL S STA. DIST. TYPE a y /8t238 LT 24' %
m 28f42 OVHD ELE 213 CL/7 l BY OTF/E/TS ---EXIST ROWY FEATURES Q /B t23.B RT 30' O ki
1 W 24t20 U6 GAS 3 " -NEW RDWY FEATURES 20f79 43'RT FIRE HYDRANT Q y 2I460.OLT 30,
j 2 3- �n 1. 24t90 UG.WATER 6 20,R79-24f50 /4'RT. 8"WMA/N(.]FE3PECPROVJ
3 W 28t93 U.G.WATER KI"(SLEEVEDI 20t99 /5'RT. WATER VALVE W 25t040RT. 30' p J �
231-82 /5'RT. WiITER VAL VE O' V h a V O Q g v
24 t 65 ¢ SAN.MANHOL E 4xi'� `� '4 3 ~ O h
o p 3y `�., p2 US . R5E W �'
24t90 40'LT FIRE HYDRANT OLEO, h a O Q �� yy H=O W� +3
V Q O Z i `W 27*75 4/'RT. FIRE HYDRANT k N
�i J W M Q`O x r� O �: 28 -48 ¢ SAN MANHOLE V �` I O p y x = R Z v
N 2^ 2 2 p 28tB5 /5'RT. WATER VALVE N ry � g• O
h O Q h + 8 xO 28 t99 5'RT WATER VALVE h W lo `S" * N 0
28+85 /4'RT. 6'W.MAIN(SEE DET'L.
\ TRENCH DRAINS R 8 a SPEC.PROV.)
m
\y e't7R t I l l TEL
/5R R
a KAGY OULEVARD N89'27 02'E -- - - - I =w =_ _
MH_ -- -- I } 3 NEW STM a
- - ------- ti M
--- - _-- - - - ---=GAS------ - - - - - - N890081/54E
` e'SAN
N 99'3 5 �- - --- -GA,S-2- T- - -- - - _-._.. W W __----
NEW TM M NEW STM - M.H NEW STM - h/,H M H. NEW STM a
-- --------------- --- - - - --
TEL 207R,
r I ~x6RA E RAIN�- �u \ F
3
I h O y R
a W�� � p W k ti � > NEW SIDEWALK,CONCRETE CURB B GUTTER y� � �� � �+�
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ua x t�Tn y� m� Iy�a t 44 W )`a �� V. = x O R tV�� ON ti
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i STATE PROJECT NO. SHED-T,
SUMMARY ONANA M1212(6) S-1
SIGNING & DELINEATION QUANTITIES
ITEM MATERIAL
NUMBER TOTAL UNIT
SIGNS—SHEET ALUMINUM—REFLECTIVE SHEETING(A) 167. 1 SQ. FOOT
SIGNS—SHEET ALUMINUM—REFLECTIVE SHEETING B SQ. FOOT INDEX
SIGNS—ALUMINUM SHEET INCREMENT SQ. FOOT
OVERLAY—SHEET ALUMINUM _ SQ. FOOT
POSTS—STEEL U- POUNDS
POSTS—METAL v DELINEATOR _ LINEAL FT.
POLES—TREATED TIMBER—BARN-3" TOP 9 LINEAL FT.
POLES—TREATED TIMBER—BARN-4" TOP Or LINEAL FT.
POLES—TREATED TIMBER—BARN-5" TOP er LINEAL FT.
POLES—TREATED TIMBER—BARN-6" TOP Gr LINEAL FT.
POLES—TREATED TIMBER—CLASS 4 LINEAL FT.
POLES—TREATED TIMBER—CLASS 3 _ LINEAL FT.
POSTS—TUBULAR STEEL 1908 POUNDS
POSTS—STRUCTURAL STEEL POUNDS
OVERHEAD STRUCTURE—METAL—CANTILEVER LUMP SUM
_ OVERHEAD STRUCTURE—METAL—BRIDGE LUMP SUM
OVERHEAD MOUNTING BRACKETS—METAL LUMP SUM
GUIDE POSTS— EACH
FLEXIBLE DELINEATORS _ 8 EACH
DELINEATOR REFLECTORS DESIGN A EACH
DELINEATOR REFLECTORS DESIGN B EACH
DELINEATOR REFLECTORS DESIGN C EACH
DELINEATOR REFLECTORS DESIGN D _ EACH
DELINEATOR REFLECTORS DESIGN E EACH
DELINEATOR REFLECTORS DESIGN F EACH
DELINEATOR REFLECTORS DESIGN G EACH
DELINEATOR REFLECTORS DESIGN H EACH
REMOVE SIGNS—GUIDE _EACH
RESET SIGNS—GUIDE - _ EACH
MISCELLANEOUS WORK LUMP SUM
BARRICADE—TYPE LINEAL FT._
REMOVE SIGNS 25 EACH
RESET SIGNS EACH i
i
PREPARED BY TRAFFIC UNIT
DRAWN BY
CHECKED BY
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20 e` A /l•25'l I;AWSH1 C e{► N _ e'1+4v' e "WH/ P AST/C 56+B4 v 30I RAISED MEDIAN YELLOW CLR
1.20' k20. \ / / ro 8� 24" IS-I 30•/ b g
PA/Nr(ALL FACES) KAGY BOULEVARD
aA/SEO PLAST/L� M
MEO/AN
R/W _ YELLOW PANT AMY, AST
CE y' o+5e R/W \4"WHITE R/W
/ r y OA-19 kOVX �� � PAINT
4"WHIT£ W SIDEWALK a W
PA/NT CURB8GUTTER i fLEX/BLE �`� y SIDEWALK
= Q OELINEATURWrl
♦ �y k CURB B GUTTER
YELLOW CURB T 1 d 41
p V I Q = PAIN TOLL FACET) l�
t� O STA.55t46 R Q
p Q 33 4y p
p Q STA.51f50,RT; � � � ,Rl- I /STA.56t35 RT W
Z`' RI (RESET)-' ' Q
W I kj i h Q Ei; ,r
R/-/,Rl-3~ z 3 2Zt
I - i2' (210-3 m STA.55t 33,RT ' Q 2 cpo N
R/-2 y
�p ��1_ m � Nj.3 OQ e � � �m � �m�
+ M d STA.54 ,RT+ � 3 Q
<
STA.52t30,RT �j R3-7R p STq �t STA.56f86 RT y
4 MARKING
PLASTIC EDGE R3-8(b) h Z 3 Q STq 3SEy�8 R4-7,R4-N` ?EUSE FROM 45t52,LT)
W I 6FG%N7S5,5•FNp E/°LgS7JC� p 30.yT /qN CURB
\� 4"(TYP) 4"YELLOW PLASTIC EDGE
MARKING :EDGE OFPAVEMENT
MEDIAN DETAIL I A II EDGE OF PAVEMENT ` STA.3t90,LT MIT
� '1 R3-8(c)
I h 6 �
ONLY
^1 -r l
/2, /2• STA.3t75 END/5.-/MEDIAN TAPER
I BEGIN 304MED/AN TAPER
P YELLOWPA/NT 44"/WT/T 4"WH/TEPA/NT
"(TYP)
--4"YELLOW PL AST/C EDGE MARKINGS
4
4"YELLOW PLASTIC 24"'YELLOWPA/NT SIGNING 8 MARKINGS
30" EOGE MARKING
/2'/2' z2' STA 4 t95 END 30-/MEDMN-FArERS 8
I
30�/TAPTAP R 44 WH/TEPA/NT KAGY BLVD./S. 3RD AVE./W/L LSON AVE.
4"D6L.YAI.LOWPLASTIC
MARKING
INTERSECT/ON
R FTASTICEOGE WITH 4'SPAC£
RK/ .
3 3
MEDIAN DETAIL IIB" I STA.6tIOEND 4"DBL.YELLOW,LA,5TIC B SCALE I II=501
4 WHI TE PA/NT-MATCHEXISTIAIG STRIP/NG
STATF PROJECT NUMBER SHFFT NC
n M M M M MONTANA M-1212 (6) E-1
IE
A
ITEM NO. MATERIAL -LAN 4-LANE TOTAL TOTAL TOTAL UNIT
R RA URBAN RURAL URBAN RURAL URBAN
♦ 616 183 000 FOUNDATION - CONCRETE 8.9 8.9 8.9 CU.YDS.
616 323 110 CONDUIT STEEL FIN.RIGID 1440 1440 1440 LIN.FT,
616 323 114 4 CONDUIT STEEL 1-112 IN.RIGID LIN,FT.
616 323 120 CONDUIT STEEL 2 IN.RIGID 980 980 980 LIN.FT.
616 323 130 CONDUIT STEEL 3 IN.RIGID LIN.FT. ,
616 343 910 CONDUIT PLASTIC I IN. LIN.FT.
616 343 410 1 CONDUIT PLASTIC I IN.CONC.ENCASED LIN.FT.
616 343 914 CONDUIT PLASTIC 1-112 IN. LIN.FT.
616 343 420 CONDUIT PLASTIC 2 IN.CONC.ENCASED LIN.FT. -
616 723 001 PULL BOX METAL TYPE I EACH
616 783 001 PULL BOX CONCRETE TYPE 1 3 3 3 EACH '
616 783 002 PULL BOX CONCRETE TYPE 2 1 1 1 EACH
616 791 000 PULL BOX CONCRETE TYPE I-REMOVE a RESET 5 5 5 EACH
617 003 080 ELECTRICAL INSTALLATION - WEIGH HOUSE EACH
617 073 514 CABLE COPPER 9AWGI4 - 600V MESS _ LIN.FT.
617 073 614 .CABLE COPPER 12AWGi4 60CV MESS _ LIN.IT.
617 033 106 CABLE COPPER 2AWG6 - 600V _ LIN.FT.
617 033 110 CABLE COPPER 2AWGIO - 600V UN.FT.
617 033 112 CABLE COPPER 2AWG12 - 600V LIN.FT.
617 033 114 CABLE COPPER 2AWC14 -600V LIN.FT,
617 033 214 CABLE COPPER 3AWGI4 - 600V LIN.FT.
617 033 514 CABLE COPPER 9AWGI4 -600V LIN.FT.
617 033 614 CABLE COPPER 12AWGI4 - 600V LIN.F 1.
617 123 102 CONDUCTOR COPPER AWC 2 - 600V LIN.FT,
617 123 104 CONDUCTOR COPPER AWG 4 - 600V _ LIN.FT, y
617 123 106 CONDUCTOR COPPER AWC 6 - 600V _ _ _ LIN.FT.
617 123 108 CONDUCTOR COPPER AWC 8 - 600V 4400 1 _ _ _ _ 4400 4400 LIN.FT.
617 123 110 CONDUCTOR COPPER AWC 10 - 600V 2000 _ 2000 _ _ 2000 LIN.FT,
61 T 123 604 CONDUCTOR ACSR AWC 4 - BARE t 1 _ _ LIN.FT.
61 T 383 001 FIXTURES FLUORESCENT I TUBE } _ _ EACH
617 383 002 FIXTURES FLUORESCENT 2 TUBE -1` } EACH -
617 693 501 SIGNAL STANDARD TYPE 2-A-500-1 EACH
617 693 502 SIGNAL STANDARD TYPE 2-A-500-2 ____ __ EACH
617 693 503 SIGNAL STANDARD TYPE 2-A-500-3 + __ } EACH
617 693 504 SIGNAL STANDARD TYPE 2-A-500-4 _ _ t EACH '
617 183 051 STANDARD STEEL TYPE 10-A-500-1 _ - _ _ EACH -1
617 183 052 STANDARD STEEL TYPE 10-A-500-2 EACH
617 183 053 STANDARD STEEL TYPE 10-A-500-3 _ EACH I
617 183 054 STANDARD STEEL TYPE 10-A-500-4 _ _- EACH
617 183 056 STANDARD STEEL TYPE 10-A-500-6 -
617 733 621 REMOVE 8 RESET EXISTING POLE 4 i 4 4 EACH
617 781 000 REMOVE 8 SALVAGE EXISTING POLE I * EACH 1
617 233 040 CONTROLLER CABINET PEDESTAL TYPE D _ EACH
61T 253 002 GUY & ANCHOR ASSEMBLY NO.2 EACH
617 253 010 OVERHEAD GUY ASSEMBLY 3/,IN - _ EACH
617 273 040 LIGHTING BRACKET 4 FT. EACH
617 273 060 LIGHTING BRACKET 6 FT. ____ _ EACH
617 273 100 LIGHTING BRACKET 10 FT. - - - -. j EACH
617 273 120 LIGHTING BRACKET 12 FT. - EACH
61T 303 140 LUMINAIRE ASSEMBLY - 40OW MERC.VAPOR _ EACH
617 303 195 LUMINAIRE ASSEMBLY - IOOOW MERC.VAPOR EACH
617 303 240 LUMINAIRE ASSEMBLY - 40OW SODIUM VAPOR _ _ _ _ _ EACH
617 303 225 LUMINAIRE ASSEMBLY- 25OW SODIUM VAPOR 17 -T 17 17 EACH
617 333 120 ELECTRICAL SERVICE ASSEMBLY - 20 AMP 5 -+' 5 5 EACH
61T 333 130 ELECTRICAL SERVICE ASSEMBLY - 30 AMP EACH
617 333 140 ELECTRICAL SERVICE ASSEMBLY - 40 AMP _ EACH
617 363 010 PHOTO-ELECTRIC CONTROL 5 5 5 EACH
61T 503 140 TRAFFIC SIGNAL 3 COLOR I WAY 8'-8'-8'W/BP EACH,
+ 617 503 110 TRAFFIC SIGNAL 3 COLOR I War 12-W-8'W/BP EACH
617 503 120 TRAFFIC SIGNAL 3 COLOR I WAY 12'-B'-12'W/BP EACH
617 553 010 PEDESTRIAN SIGNAL TYPE_I_ EACH
617 553 020 PEDESTRIAN SIGNAL TYPE 2 EA H
61T 573 060 ADVANCE FLASHING BEACON , EACH
617 403 250 SIGN LIGHT MERC.VAPOR 25OW EACH
617 603 020 CONTROLLER TRAFFIC ACTUATED TYPE 2 __ EACH
617 603 021 CONTROLLER TRAFFIC ACTUATED TYPE 2A EACH
617 603 030 CONTROLLER TRAFFIC ACTUATED TYPE 3 EACH
61T 603 031 CONTROLLER TRAFFIC ACTUATED TYPE 3A ACH -
617 623 263 CONTROLLER PRE-TIIMED TYPE 26 EACH
617 623 271 CONTROLLER PRE-TIMED TYPE 27 EACH
617 763 101 DETECTOR LOOP EACH
617 763 510 DETECTOR LOOP UNIT EACH
617 903 250 PUSH BUTTON PEDESTRIAN EACH
617 903 500 FIRE PRE-EMPTION SYSTEM EACH
617 903 510 RAILROAD PRE-EMPTION EQUIPMENT EACH
619 010 410 POLES TREATED TIMBER CLASS 4 150 w Y+ 150 LIN.FT,
DRAWN BY
DRAWING N0.TE-E:
CHECKED BY
STATE PROJECT NUMBER SHEET NO
MONTANA M-1212 (6) E-2
a
N0. 8 CRIMPED HIGH CARBON STEEL
MINIMUM 1" FLANGE WIDTH WIRE SPACED AS SHOWN, 6 ONE WAY
BRASS SCREWS 5 THE OTHER WAY.
-4-- 4-
NEOPRENE ASKET �� 4— . �- C.yy,
0
W L C.L.--�
CONCRETE FOR PULL BOX SHALL BE CLASS DID OR EQUAL.
PULL B METAL DESC TION
TYPE I YPE II ME PULL BOXES TYPE I AND TYPE II SHALL BE
DIMENSIONS D NSIONS C STRUCTED OF CAST IRON WITH A MINIMUM WALL +
T7
ICKNESS OF 5/16 INCHES. THE COVER SHALL BE
W = 12 inches W 12 inches CHECKERED STEEL. THE BOX AND COVER SHALL BE HOT
L = 18 inches L = 4inches DIP GALVANIZED 'I L W
D = IOlnches D I ches
2�N2�N2�1 h�4�11�if S�I � I2
MINIMUM INSIDE DIMENSIONS 3z { t r •y _
f !• }_
{ r F 3/8" BRASS HOLD DOWN BOLT
I.D.L. f WITH HEXAGONAL BRASS NUTS.
I.DW.
D '" 3/8" BRASS J BOLT WITH I"
r DIAMETER BEND.
REINFORCED CAGE
NO. 16 GALVANIZED ;
;. 3/4" MESH
CONC E LINE 3* PULL BOX CONCRETE
TYPE I TYPE II
MASTIC, APPLY IN ELD BACKFILL TOP 6" WITHEXCAVATED MATERIAL DIMENSIONS DIMENSIONS
CONDUIT BUSHED 6' ELECTRICAL AND TAMP SECURE.
NIPPLE BOND,NO.6 AWG L = 19-1/4" L = 25-1/4
COPPER OR EQUAL
SEALING GASKET CONDUIT �,� FELT PAPER W = 13-I/4 W = 16-I/4
SEPARATION
ATION D = 12 D = 12
I.D.L. = 13-3/4" I.D.L. = 19-3/4"
BODY -.` � I.DW = 8-3/4" I.D.W. = II-3/4"
{f
" �� i
LIQUID TIGHT RIGID CONDUIT HUB tom:` CL. = 15-1/4 C.L. = 21
A 23 • a r, ` REQUIRED CONDUIT IN PLACE AS C W. = 10_114„ W.C. = 13
��t�` •�, 3���k.,,
FIELD DRILL CONDUIT ENTRANCE �43t' �+t
HOLE. TREAT DRILLED HOLE WITH
GALVACON OR EQUIVALENT BEFORE �4 � roS�
ri
INSTALLING CONDUIT HUB. t�l ' .� ry ELECTRICAL
;4�t rig yil,J,u, 1 x'•�'�ii-@y/r ."'
DETAIL DRAWING NO. 104
I"CLEAN STONE DRAINAGE PULL BOX METAL TYPE I & II
PULL BOX CONCRETE TYPE 18i II
DRAWN BY 1 A. P 3/12/
PULL BOX METAL TYPE I & II PULL BOX CONCRETE TYPE I a II
CHECKED BY: f C 1f-Zb �j NO SCALE
STATE PROJECT NUMBER SHEET NO
MONTANA M-1212 (6) E-3
SAP
MAST ARM LENGTH • 6'S (4'-1'LONG)
-�{ (B TYPICAL)
SEE POLE SCHEDULE '
f" y • 4 HOOPS
0 I'-O• CTRS
ANCHOR BOLT - ANCHOR BOLT
(4 TYPICAL), CIRCLE
SINGLE MEMBER TYPE 2 1/2' CLEARANCE
MASTARM (TYPICAL) GROUNDING LUG
SECTION A-A
NO.6 AWG BARE GROUND WIRE -
FOR MOUNTING HEIGHT OR PIGTAIL EXTENSION
SEE POLE SCHEDULE SHALL PROTRUDE-COPPER GROUNDING STRAP BETWEEN tOUNOAT ON 0 LEAST O 3'
• ANCHOR BOLT,CONDUIT & NO.6 AWO 2•/ 3.BARE GROUND WIRE OR PIGTAIL
EXTENSION. I
MAST ARM LENGTH
SEE POLE SCHEDULE
p NOTE: WHEN STEEL CONDUIT
RUNS ARE USED,PANCAKE A A
! GROUNDS WILL NOT BE 2+0'REQUIRED. - —7'
PANCAKE GROUNDS WILL
BE USED ONLY WHEN
I CALLED FOR ON THE PLAN -_
f 1 ��--_ SHEETS OR SPECIAL
p I PROVISIONS.
I
TRUSS TYPE
el' 4'MIN.TAMPED EARTH SEPARATION r
MASTARM (TYPICAL)
p
I
FOR MOUNTING HEIGHT Z 2•_0•
SEE POLE SCHEDULE PANCAKE GROUND - 2'DIAM.NO.6 AWG
MHD COPPER WIRE MIN.25'LENGTH.
PIGTAIL TO EXTLNJ 24'ABOVE FOUN-
DATION.OTHER TYPES OF PANCAKE
• GROUND MAYBE ACCEPTABLE.
Ici-
TYPICAL OF ALL FOUNDATIONS
I ,
4'X6'REINFORCED BREAKAWAY BOLT
HAND HOLE & COVER COUPLING BREAKAWAY BOLT
COUPLING (ONE
�I 6' ALUMINUM • ' OF FOUR)
'HANGIBLE TRANSFORMER
BASE WITH ACCESS DOOR _
I I !
2'MIN.
2'BEVEL
I I
Ifp6'-TO BE FORMED
NOTE:TOP OF CONCRETE "' AT THE TOP TO - "
FOUNDATION SHALL A 2'-3'DIAMETERBE FLUSH WITHTHE GROUND LINE. P,_7
ELECTRICAL
DETAIL DRAWING NO. 105
ANCHOR TRANSFORMER BOLT COUPLING
(BREAKAWAY TYPE) (BREAKAWAY TYPE) TYPE 10-A LUMINAIRE STANDARDS
& LUMINAIRE FOUNDATIONS
�- DETAIL OF POLE TO FOUNDATION CONNECTION - -- -
DRAWN BY, J.U.O. 6 B6
STATE PROJECT NUMBER SHEET NO.
MONTANA M-1212 (6) E-4
' WATERTIGHT CONNECTORS
TWISTLOCK TYPE
PHOTO-ELECTRIC
CONTROL\ —�
INSULATED \\Y
CLEVIS TWISTLOCK TYPE
TYPES I, 6 &I I TYPES 2,7, 12&16 PHOTO-ELECTRIC INSULATED
CLEVIS
120/240 VOL CONTROL
SERVICE
120/240 VOLT
SERVICE
TRANCE/ ENTRANCE
TTING FITTING
1%;STEEL C UIT
IDENTITY NO. DESCRIPTIVE SYMBOL 3NO.' A ETAL LUMINAIRE 30'CLASS 4
&WIRE SIZES
STANDARD TREATED TIMBER POLE I/z" STEEL CONDUIT
-- 3NO. 6 AWG
I e e
PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER-
RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL
e 10 IN THE GROUND OR INSTALLATION IN SUNLIGHT.
2 EACH HbUSING SHALL PROVIDE A SECTION TO FORM
6 A WATERTIGHT SEAL AROUND THE CABLE AND A STAINLESS STEEL BAND
10 TYPES 3,8,13&17 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE MOUNTING
3 ���- TWO HOUSINGS AT THE POINT OF DISCONNECTION. I"STEEL CONDUIT
6 EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 3 NO. 14 AWG
e SILICONE COMPOUND TO LUBRICATE METAL PARTS
4 e AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY.
6 WHERE INDICATED A COPPER PIN AND A COPPER
e
5 6 RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY
SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE METER BASE METER BASE
6 6
SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN (IF REQUIRED) (IF REQUIRED)
THROUGH THE USE OF A COPPER BERYLLIUM SPRING 11/2" LONG I V2" STD. �--
AND SHALL BE EQUIPPED WITH A DISPOSABLE z CABINET PIPE, WIRE ENTRANCE _z a CABINET
6 10 'MOUNTING PIN. THE PIN SHALL BE OF AT LEAST
7 HALF-HARD MATERIAL AND THE CRIMPING PORTION ID
6 SHALL BE FULLY ANNEALED WHILE THE REST OF Z
x
o THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF a f
8 � — HARDNESS. THE RECEPTACLE SHALL BE FULLY _ = 1i2"STEEL CONDUIT
6 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK v BARE NO,6 AWG
6 TOGETHER SO THE CONNECTION WILL BE MAINTAINED
9 6 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION
6 TYPES 4,9,14& 18 PULL IS APPLIED TO THE ATTACHED CABLES.
10 6
6 � FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF 771
SPRING LOADED 90%CONDUCTIVITY CONTACTS FOR
GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. Min. l a a 3"Min.
II 9 a THE CONTACTS SHALL BE FULLY ANNEALED AND
ADAPTED TO BE CRIMPED TO THE CABLE. - :'o\\'= - -T UMINAIRES— —TO LUMINAIRES
—
I2 a 10
5/8 X 8' PPERWELD "STEEL DUIT Si"X 8'COPPERWELD
a ROUND ROD c I/p e
BARE NO AWG GROUND ROD
13
4 a
14 a a
I
a TYPE "A" SERVICE POLE TYPE 11B11 SERVICE POLE
15 a
16 0 o TYPES 5, 10& 15 ELECTRICAL
10 DETAIL DRAWING NO. 106
17 10 Q
10 WATERTIGHT CONNECTORS
18 PRE10 �
s MTYPE "A" & TYPE"B"
a
ELECTRICAL SERVICES
DRAWN BY : GJS 4-17-73
CHECKED BY: G Fl Z� /3 NO SCALE
NOTE: CONTRACTOR SHALL VERIFY STATE PROJECT NUMBER SHEET
III LOCATION OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTIO Q I
MONTANA M-1212 (6) E-5
TYPE I CONCRETE
A R/6Y R/6y R/W R/W- i PULL BOX R/W
°j I 2"STEEL CON�UIT- �.11 g
t, Z 2 O - m 4 2OF NO.8AVl I +
2"STEEL CON UIT I N
C�ymod 1 2 OF NO. 8 A G -
1 I !PrR
- I V'STEEL CONDUI -
I"STEEL CONDUIT- I 2OFNO AWG
2 OF NO.8 AWG j 3 5
I
—I"STEEL CONDUIT STUB TYPEICONCRETE ------------------ —I"STEEL CONDUIT STUB WITH CAP(TYP)
WITH CAP(TYP) PULL BOX 1
R/W R/W —20 AMP SERVICE a CONTROL
1"STEEL CONDUIT STUB R/W I I STEEL CONDUIT R/W ASSEMBLY AND PHOTO-ELECTRICAL
r WITH CAP(TYP) 2 OF NO.8AWG CONTROL INSTALLED PER TYPE'B"
20 AMP SERVICE&CONl ROL I I ELECTRICAL SERVICE DETAIL ON A
ASSEMBLYAND PHOTO-ELECTRICI, 30'WOOD POLE
CONTROL INSTALLED PER TYPE B' BASE OF POLE#4 PULL BOX
ELECTRICAL SERVICE DETAIL ON A 2 3
I 30 WOOD POLE
- o.IOAWG(TYP.) NO.IOAWG(TYP) s
z BASE OF POLE#I -BASE OF POLE-7P 2 3 4 "NO.8AWG NO.8 AWG
No.8 AWGt_ 5 20 AMP SEIRVICE&GCONTRO RASSEMBLY
N0.8 AWG � N0.10 AWGITYP)
PULL BOX s 3 z? BASE OF POLE#3 3
Ie N0.6AWG NOTES MONT. POWER CO.
NOTE —L INDICATES WATERTIGHT CON- 3 DOES NOT REQUIRE
2p qMP SERVICE& NO,8 AWG NECTORS PER ELECTRICAL NO.8 AWG BASE OF POLE#5 I20/240 VOLT
CONTROL ASSEMBLY OVERHEAD SERVICE PHOTO ELECTRIC METERS
DETAIL DRAWING NO. �20 AMP SERVICE& CONTROL
�2o AMP SERVICE& CONTROL ASSEMBLY
CONTROL ASSEMBLY WIRING DIAGRAM WIRING DIAGRAM LIGHTNING
_ N0.14AWG
WIRING DIAGRAM ARRESTOR r
I i r
I I
20 AMP SERVICE 8 CONTROL Q'
ASSEMBLYAND PHOTO-ELEC- 3 Q 20 AMP D.P i } } I AUTO-OFF-MANUAL
MANUAL
TRIC CONT�2Q�INSTALLED Z CIRCUIT BREAKER
PER TYPE B ELECTRICAL 1 __r20 AMP RELAY
SERVICE DETAIL ON A 30' h
I
WOOD POLE. 42+54 LIGHT POLE TO BE REMUVED I
BY MONTANA POWER CO. UNDERBARE-- SEPARATE UTILITY AGREEMENT - R/W _ _ — R/W GROUND
ROD\—L+ 1 NEABINET 3R
GROUND ROD I f CABINET
- - I 1
/
I"STEEL CONDUIT_P)_�� } TO LUMINAIRES
STUB W/CAP(TY — -
- -_ I"STEEL CbNDUIT- No.aAw
2 OF N0. 6 AWG -- - -
16 O
1
I
I "STEEL CONDUIT- 7 -- — 8 / 'C LIGHT
POLOLE T BE REMOVED Ek
DATION SED
2 OF NO.8 AWG I
I i
--- -------------------------
-i"STEEL CONDUIT,2 OF NO. 8 AWG
_ - R/W
TYPE I CONCRETE 0 AMP SERVICE l R/W TO MEET CLEARANCE REQUIREMENTS OF
IC,ONTRASSEIAOL BLY
PULL THE MONTANA POWER CO. FOR THEIR OVER-
HEAD LINES CROSSING KAGY BLVD. AT
NO.8AWG BASE OF POLE#6 THIS CORNER.
10AWG(TYP) NOTE POLES SHALL BE OFFSET TOAMINIMUMOF 2' FROM FACEOFCURBTO FACE OF POLE
ALL POLES SHALL HAVE BREAKAWAY BOLT COUPLING TYPE BASE AS PER ELECTRICAL DRAWIN 1057 8 ALL LUMINAIRES SHALL BE 250 WATT HIGH PRESSURE SODIUM VAPOR LAMPS WITH A 24,000 HOUR
G NO,8AWG .=�No.IOAwc(rYel RATED LIFE a 27,500INITIAL LUMENS.THE ASA/IES,TYPE MEDIUM,SEMI CUT-OFFrTYPE IIL
DISTRIBUTION SHALL BE USED FOR ALL LUMINAIRE
FUSED CONNECTORS SHALL BE USED IN ALL POLE LIGHTING DETAILS
}` BASES FOR CONNECTING SERVICE WIRES FROM THE
PULL BOX BASE OF POLE#7 `BASE OF POLE z#8 CONDUIT TO THE AWG NO. WIRES USED IN THE KAGY BOULEVARD
WIRING DIAGRAM STANDARDS.FUSES SHALL BE MIDGET FERRULE
TYPE RATED AT 6 AMPS. PLAN SCALE: I"=20'
STATE PROJECT NUMBER SHEET
MONTANA M-1212(6) E-6
POWER POLE TO BE REMOVED BY
MONTANA POWER CO. UNDER
SEPARATE UTILITY AGREEMENT.
LUMINAIRE & MAST ARM ARE TO EXISTING TYPE I CONCRETE PULL
BE TURNED OVER TO THE M.D.O.H. BOX TO BE REMOVED 8 REUSED
SHOP IN BOZEMAN.
20 AMP SERVICE & CONTROL ASSEMBLY %
&PHOTO-ELECTRIC CONTROL INSTALLED
PER TYPE"B' ELECTRICAL SERVICE DETAIL
ON A 30'WOOD POLE. RIW-
h
I"STEEL
R/W -R/W 2 OF NO.8 AWGIT
I
y�1 I
1 2•,STEELCONDU T
ti 10 i 2 OF N0.8 AWG
- - - - 12
1 I I
------------------------------------------------------------------ - -- -- ------ I
o� ❑- o
STEEL CONDUIT TYPE I CONCRETE LIGHT POLE TO BE REMOVED
R/W LIGHT POLE TO BE REMOVED 8 REUSED R/W 2 OF NO.8 AWG PULL BOX & REUSED AS POLE 0 10
AS POLE-*9,REMOVE FOUNDATION I I R/W REMOVE FOUNDATION
R/W--4
CEXISTING TYPE I CONCRETE)
PULL BOX TO BE REMOVED
AND REUSED
20 AMP SERVICE 8 CONTROL
-BASE OF POLE_#9 NO.8 AWG BASE OF POLE-YL II
4
2
9 11
NO.8 AWG
10 NO BAN p 4 MKINARY
N0.10 AWG fi•-
(TYP)
2
BASE OF POLE I#10 BASE OF POLE#12
NOTE'
INDICATES WATERTIGHT CONNECTOR PER
ELECTRICAL DETAIL DRAWING NO-106
WIRING DIAGRAM LIGHTING DETAILS
KAGY BOULEVARD
PLAN SCALE 11=201
4
STATE PROJECT NO SHEET
'I
/ MONTANA M-1212(6) E-7
I1
o � III
Q. I a
4��
m n (p Exist Light Pole
o IRIW
R/W
2 a 0 v m
oc / Connect New/"Steel Conduit/oExisf Conduit
~ E c I and Route to Alvw Type_YConcrefe Pull Box.
ro m R Provide 2New No 8AWG From Exisf Light
a a 3 to Pu//Box.,
,a¢Y
Exist Typel Concrete Pull Box to be
y o~ J Removed B Reused R/WEll
O \ o ^ / n
F8 *a // r(/(/ 4
z d
/
New l"'Slee/Canduil,2ofNo.BAWG i' F Ex/sl.Overheod/20/240V
� /, h E/BCtiico/Service
Typo-YConcrele Pull Box-- , TypelConc.Pull Box
/'SfeelConduit - ❑ ��� i /New 2"S),691 Conduit P pe I Conc.
R/W 2offt 8 AWG 2 of No.8AWG BOX
2"Stee/Conduit - --
11, x 2 of Ab.8AWG —
----- 1- - - - - -- ------------- ----- - --- � Exist.2"Steel Conduit 1 i �Exlsl./"SJeelConduit/o
1 2 of Mo.8AWG(New) Exist
56*29.09KA6Y= Exist.2 Slee1Condmt - - -
I 4 of No.8 AWG(New) -�
13 16 0f0000S.3RO= Connect New Conduit to Exist Conduit I I G
OI-00.00W/LLSON I
FG.-4906.26 =•: I I Exist lStee/Conduit,Remove2ofNo.8
AWG B Abandon Conduit.
_ I I
L -�2"S/eel Conduit =
For Future Use 1 2"Steel Condui7 -
Route Exist 1 Steel Conduit into Base of New Light Pok
Route Exist 2 No.B AWG info Pole Base B Provide % 2 of Na.B AWG
Watertight Connectors f
14 I i 2"Steel Conduit 1
1 2 of No.8 AWG I I _
2"S1L Conduit I I Exist./"Steel Conduit I
�2ofNo8AWG I I I
---- TOEx/st.Lihfa
- R/W Type Icon j ` /'Sias/Conduit Exist/'Steel Conduit
u//Box 2 of No.8 AWG(New) Exist TypeIConcre/e Pull Box
/'Steel Conduit �
/ �T
R/W eIConcrete Pull Box
2of No.8 AWG— yp
1201240 Volt
\�� _- Light Pole to be Removed 8 Reused as Pole-013 Overhead Service
\ Remove Foundation.
\ Photo Electric Contra/
'R/W AWG Na.B
Exist.Light ✓ ., AWG No./4
No.8 AWG 2 15 h
E Exist-TO Service 8 Control LUMINAIRE POLE SCHEDULE Lightning Arrestors i 1
New Type_Y Conc. J017 Exist.Light Pok MASTARM LUMINAIRE TI N
Pull Box N0. TYPE ITEM N0. STATION OFFSET p 30 O.P.ST. } � Auto
LENGTH MTG.HGT. D .X DE
No.B AWG NewTypeICone - Circuit Breaker I switch
Pull BOX BaseofExist.LightPole I 10-A-500-6 617183056 1+42 33'RT. 15' 40' 7X4X6'
2 3 3 3 ?
2 14+35 33'LT.
No10AWG(Typ.) a 3 15+10 33'RT.
SL-i 3 3 3 7 /
/3 4 28+11 3SLT.
No.8 AWG E E E 5 28+85 33'RT.
6 41+88 33'LT. Bare AWG No.6
7 Exist.Lights 10-A-500-6 617183056 42+61 33'RT. 15' 5/8'x8'Ground— AWG No.B To Luminaires
No.BAWG • 8 RESET 617731621 44t70 33'LT. 12' Rod
► 9 RESET 617731621 46+78 33'LT. 12'
* 10 RESET 617731621 48+85 33'RT. 12,
II 10-A-500-6 617183056 50+92 33'LT. 15' EXIS TING 30 AMP
No./OAWG(Typ.l ° j e 3 3 a z 12 10-A-500 6 617183056 51+59 33'RT 15' SERVICE WIRING DI GRAM
s i s 3 s a 2 ♦E 13 R E S ET 617731621 53+60 33'LT. 12'
/ 14 10-A-500-6 617183056 54+91 37'RT. 15'
New Typel Conc. Exist.Type Conc.
No.B AWG Pull BOX Pull Box 4 15• 55+39 92'RT.
55+60 33'LT LIGHTING DETAILS
17 IO-A-500-6 617183056 56470 35'RT 15' 40' 2'X06'
NOTE: INTERSECTION OF
1 '-♦= '.. - ---.
IND
WIRING DIAGRAM PER/CELECTRACAR 1 GH7 OFAW7NG POLES TO BE REMOVED Q REUSED.PROVIDE N£W LUMINA/RE ASSEMBLY 9 2 NO.10 AWG b'ROF KAG Y B LV D./S.3 R D AV E./WILL SON AV E.
NO/06 WIRES,REUSED L/GHT POLES TO BE PROV/DED WITH NEW CONCRETE BASE B ANCHORSOLTS. I =�ZO
ANCHOR BOLTS SHALL BE l A'40 WITH 4 HOOK. PROVIDE NEW BREAKAWAY BOLT
COUPLINGS G COVER FOR EACH REUSED POLE FOR A BREAKAWAY TYPE POLE BASE
PER SECTION 703.04(C)OF THE STANDARD SPECIFICATIONS.