HomeMy WebLinkAboutFederal Aid Project No. CM-STPU 1209(9) - S 19th & College DESIGN DATA
-L MEAI GLACIER roa E� —NICE VALLEY OAN S 1 PRESENT 2007 A.D.T.= 15 510
t A1,10D -I'L MONTANA DEPARTMENT OF TRANSPORTATION LETTING 2027 A.D.T.= 16 510
05EVEL DESIGN 2027 A.D.T.= 32 650
p RA , J OLAINE ---+ D H V.= 3290
t CH MEA{ RR;IA AND
l AM1ER5 F it Tom 9HM.lA's I C coN T.= 60
V.= 60 km/h U-1211
TO km/h U-1201
I LEWIS GARFIELD DAMSON
8 �\ C (IARR AuADe FERGUA. 80 kN ESAL'S = 67
W O •�Z. BA UTILITY PLAN OF
SWN 'At : GROWTH RATE = 3.5%
Q= OEAO ER KAT A oa S L5REt ROSEBUD
GRAM
""f NSTEP `"` FEDERAL AID PROJECT CM—STPU 1201(9) LETTING DATE
GARTER I
~•� 1OEAVER19A 'kN' y I RIVER
DIG HORN f RIVER S 19TH & COLLEGE BZMN
a
2 q
o¢ PLAN LEGEND GALLATIN COUNTY
CENTERLINE C ) OR PROJECTED LINE �--E-�q-t 0.3 Kilometers
PROPOSED RIGHT OF WAY LINE -- --
EXISTING RIGHT OF WAY LINE —
z RAILROAD RIGHT OF WAY LINE --- ---
�' EXISTING ACCESS CONTROL
z
o FULL ACCESS CONTROL AG 'G
_ LIMITED ACCESS CONTROL
_ OWNERSHIP BOUNDARY
SECTION LINE ——— SiA. SU+se IT
or —
a SECTION CORNER FOUND UNFOUND
OC7 I�q SECTION CORNER FOUND UNFOUND** TO FOUR CORNERS f
T. 2 S.
� RIGHT OF WAY MONUMENT •
PROPERTY CORNER PINIL
PARCEL NUMBERS O zo s ev
R R..I 1V.l.L
PRESENT TRAVELED WAY (P.T.W.) r— �w W ®-\• I,n Ln O �I 1DA _ win. j� f
APPROACH: EXIST.- PROPOSED r i wa + �� Im so,rw`sl`�"s'.°!'
FENCE LINE —_—•— oo p. e - `` - .K
GATE IN FENCE -----
A CATTLE GUARD: EXIST. PROPOSED
BRIDGES —i .- R I �� A .
FRAILROADS i +3 1098 " uAJNAceA� $ - :«'u An • ''
EXISTING GUARDRAIL �-� i _ I} arrntm.a -1201 "• Toil-90
PROPOSED GUARDRAIL —11——tt——II— JCT P-5o '' ' I.R N f otaaa u-t2ot+'+• U.12 012OIF
1l1.A.
EXISTING DITCH 3-0 �� F A 4 - - ,
CHANNEL CHANGES �N� lid �-8 .�..R
EXISTING CULVERT ______ (,� t—,'SAN IST "A.
.y 1tMIUM 1 .., •,. /I
PROPOSED CULVERT ______—• r', °A
OUTLET DITCH
INLET DITCH c�
W� a .K y ► ��. U' -,1_:I v,
POWER POLE IN PLACE- - _=-_ = - !
TELEPHONE POLE IN PLACE 00 " <N A• a. .c 4
LIGHT POLE GUY POLE
w aim4
PEDESTALS POWER® TEL
K rn h r
MANHOLES UNKNOWN@ ELEC@ STORM@ SAN@ TEL@ a O 5 -1 1 TO I-90
VALVES WATER@ GASH s s d t yj F (:Jli
,. .n
-- FIRE HYDRANT STA. 55�T1.53 -1 p . F
'm m m FIBER CABLE UNDERGROUND — FO ————— FO — 1 `': ��'• S P.
Ili GAS UNDERGROUND ----- A`-- ASSOCIATED PROJECT .st J •n - v''yo w
2 3 Y OVERHEAD PWR PWR— w o G. _
�W U POWER UNDERGROUND—PWR—————PWR— ID. '- �� to
1.0 r�09 0 m
OVERHEAD TEL T Q'
o TELEPHONE UNDERGROUND—TEL————— t-
TELEVISION OVERHEAD- Tv ——_ Tv — CM STPU 1201(9I P.E. W 0 0 0
UNDERGROUND— TV — — TV — T. 2 S. 0EXISTING W
WATER PROPOSED— W ——— ■ — ��
EXISTING—SAN—————SAN
o �� SANITARY SEWER PROPOSED—SAN———SAN— tmvH�n
ro +n
UTILITY POLES IN POSSIBLE CONFLICT
RELATED PROJECTS
void MI S 243(11, 5-243141 a�vm THIS CONTRACT wW O Z�
c.N FHWADT APPROVAL 5-30.06 R.P. 3.66 TO 3.46
2 MAP REVISED 5-2-07
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TABLE OF CONTENTS i N
NOTES
BASIS OF PLAN QUANTITIES RIGHT-OF-WAY ir
Q UTILIITY PLANS SEE RIGHT-OF-WAY PLANS FOR RIGHT-OF-WAY, EASEMENTS AND PERMITS. Lu m N
SHEET NO. (QUANTITIES FOR ESTIMATING PURPOSES ONLY) N
COMP. AGGREGATE WEIGHT 2200 kilograms per cubic meter
COMP. WEIGHT OF PL. MIX BIT SURF. kilograms p UNDERGROUND UTILITIES
TITLE T L E SHEET E E T U I Z
S = 2287 er cubic meter
ASPHALT CEMENT = 5.4 X OF PL. MIX BIT. SURF. NOTIFY THE OWNER OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION TO DETERMINE
EXACT LOCATIONS AND DEPTHS.
HYDRATED LIME = 1.4 X OF PL MIX BIT. SURF.
o = CONTACT ONE CALL FOR CONFIRMATION OF ALL LINES AND SERVICES BEFORE EXCAVATION
TABLE OF CONTENTS U 2 BITUMINOUS MATERIAL I.02 kilograms per Ilt er
BEGINS. THE PHONE NUMBER FOR ONE CALL IS 1-800-424-5555. F-1 O
DUST PALLIATIVE = 1.3 kilograms per liter F�i1 Z
NOTES U 2 AGGREGATE TREATMENT CONTACT MSU FOR UTILITIES ADJACENT TO MSU CAMPUS.
CALL 994-2107 FACILITIES SERVICES - WORK CONTROL. N o
DUST PALLIATIVE = 1.4 liters per square meter w
Z
BEARING SOURCE & LEVEL DATUM SOURCE AGG TACK = 0.23 liters per square meter (UNDILUTED, GRADE ADJUSTMENTS I 0
CENTERLINE COORDINATE TABLE U 3 1.8
SEAL per square meter TACK = 0 liters per square meter (UNDILUTED I THE GRADES OF NEW CURB AND SIDEWALK MAY BE ADJUSTED IN CERTAIN LOCATIONS AS
= I. W
DIRECTED BY THE ENGINEER TO MATCH EXISTING FEATURES.
$ CONTROL DIAGRAM COVER = 14.0 kilograms
ams per square meter
o� AND ABSTRACT TABLE U4 RADIUS a
CLEARING AND GRUBBING ALL RADII ARE CALLED OUT TO THE BACK OF CURB. a �/
CLEAR AND GRUB TO CONSTRUCTION LIMITS. INCLUDE THE COST OF CLEARING 0
OWNERSHIPS U 5 - U 6 AND GRUBBING IN THE UNIT PRICE BID FOR STREET EXCAVATION.
HAULINCLUDE COSTS U �
UNUSED
TYPICAL SECTIONS U 7 — U 12 APPROACHES E CAV TIONUMATER AL IATTAECONTRACTUNITIOR CE FURN SHEDID FORTREET S SITE. A PROVEDNBYOISPOSE THE ENGINEER. a�
z PROVIDE THE FOLLOWING SURFACII F+�4
z
CONSTRUCT APPROACHES TO THE WIDTH SHOWN IN THE PLANS.
Y DETAILS ASPHALT APPROACHES (PRIVATE) MAILBOXES 1-4
SUBEXCAVAT ION, CURB RAMP, MONUMENT BOX PLANT MIX BITUMINOUS SURF. DEPTH = 90MM REMOVE ALL MAILBOXES AND REPLACE. SALVAGE MAILBO%ES TO THE OWNER. PROVIDE
CRUSHED AGGREGATE COURSE DEPTH = 150mm T. I
BOULEVARD APPROACH DETAILS U 13 TEMPORARY MAILBOXES. INCLUDE THE COST OF REMOVAL, SALVAGE, AND TEMPORARY
Nv-
CONCRETE APPROACHES (PRIVATE) T"4
z WATER MAIN ADJUSTMENT AND STORM P.C.C.P. DEPTH = ISOmm MAILBOXES IN THE COST of OTHER ITEMS. �1
CRUSHED AGGREGATE COURSE DEPTH 150mm
DRAIN MISC. DETAILS 4 PUBLIC APPROACHES
STORM DRAIN MISC. DETAILS U 15 MATCH MAINLINE SURFACING SECTION AND SUBEXCAVATION REPLACEMENT SAW-CUTTING
4 THE CONTRACTOR MAY BE DIRECTED BY THE ENGINEER TO SAW CUT PAVEMENT, SIDEWALKS,
C1 ENTRANCE WALKS, OR CONCRETE SLABS TO MEET EXISTING FEATURES. NO SEPARATE PAYMENT
STANDARD DROP MANHOLE U 1 6 SHALL BE MADE FOR SAW CUTTING, BUT COST SHALL BE ABSORBED IN UNIT BID PRICE OF
RELATED ITEMS.
SYPHON PIPE DETAIL ' U 1 7
WATER VALVE OPERATION
STORM DRAIN DETAILS U I V U20 ONLY CITY OF BOZEMAN FORCES MAY OPERATE CITY OF BOZEMAN WATER VALVES.
SANITARY SEWER DETAIL U21 TEMPORARY EROSION AND SEDIMENT CONTROL
IF SITUATIONS ARE OBSERVED DURING CONSTRUCTION THAT MAY POTENTIALLY IMPACT WATER DUALITY, INCLUDING MONUMENTS AND MARKERS }
WETLAND AREAS. UTILIZE BEST MANAGEMENT PRACTICES (BMP) AND/OR TEMPORARY EROSION CONTROL MEASURES AS FURNISH AND INSTALL ALL MONUMENT BOXES. STATE FORCES TO STAKE THE LOCATION za
A PLAN & PROFILE NECESSARY TO PROTECT THE RESOURCE. AND SET THE PUNCH MARK IN THE MONUMENTS. NOTIFY PROJECT MANAGER BEFORE D O
REFER To SECTION 208 OF THE MDT DETAILED DRAWINGS FOR EROSION AND SEDIMENT CONTROL BEST MANAGEMENT
MAINLINE U22 - U23 PRACTICES. DISTURBING EXISTING MONUMENTS. } U_ o
SOILS INFORMATION ~ z N
ADA RAMPS J ~J
H- a
THE SOILS INFORMATION ON THE PLAN AND PROFILE SHEETS 15 A BRIEF SUMMARY OF PROVIDE ADA RAMPS AT ALL PEDESTRIAN CROSSINGS. INCLUDE PAYMENT FOR THE = J
THE SOILS CLASSES. TO OBTAIN THE COMPLETE SOILS INFORMATION CONTACT THE RAMPS IN THE UNIT PRICE BID FOR CURB & GUTTER AND SIDEWALK.
MDT GEOTECHNICAL SECTION AT 1406) 444-6281. (.D
WETLANDS
SKEW DIAGRAM
ONLY WETLANDS WITHIN THE PROJECT LIMITS HAVE BEEN DELINEATED.
WETLANDS MAY EXIST BEYOND THE PROJECT LIMITS AND ANY ACTION AFFECTING o
SUCH WETLANDS IS THE RESPONSIBILITY OF THE CONTRACTOR.
® DELINEATED WETLAND AREAS SKEW SKEW ~ Z
LEFT RIGHT L O
IMPACTED WETLANDS Q
Q ~
MITIGATED WETLANDS W O
$ Q
4 V)
W Q Z
mmm Z Q
Q Q Q cr
z:kz W — ROADWAY 2
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SKEW SKEWtrj
!4+N RIGHT LEFT
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LINEAR AND LEVEL DATA ~ tn
W �'
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co
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Q
S Z
LENGTH OF ROADWAY 4 LANE URBAN 336.00 m N
LENGTH OF BRIDGE 4 LANE URBAN 0.00 m
Yo TOTAL LENGTH OF CM-STPU 1201(9) 4 LANE URBAN 336.00 m z
N o
F4z
Z
I 0
BEARING SOURCE W
G3
o WESTERLY LINE OF SEC.12 T.2 S.,R.5 E.AS SHOWN ON
e
o COS 349-A,BEING N 00 0 48'19"W
a �-
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U �
LEVEL DATUM SOURCE
Z
z BENCH MARK = 4805.10 CITY DATUM ON TOP OF NW CONSTRUCTION BOLT OF THE
Y I �
FIRE HYDRANT (STAMPED "332")ON THE SW CORNER OF MAIN ST.& SOUTH 19TH AVENUE.
_uAl
BENCHMARK HAS BEEN DISTURBED. �
ESTABLISH VERTICAL CONTROL FROM CONTROL POINTS - SEE CONTROL TRAVERSE ABSTRACT (�
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CENTERLINE COORDINATE TABLEzo
00
}
A N OR Y E OR % REMARKS 0
STATION DESCRIPTION COORDINATE COORDINATE } („)11
0+00.00 POT 3.599.4553 626.6009 _ S. 19TH AVE _ _ o
Z
6+82.05 POT 4.281.4637 619.4134 u
15+49.54 PC 5.148.9220 611.7697 J <J
H au
15+67.33 PI 5.166.7114 611.6130 _ 7 :51N
I5+85.12 PT 5.184.4951 612.0891 _
16+47.12 PC 5.246.4703 613.7482 O
16+67.52 PI 5.266.8701 6142944
16+87.92 PT 5.287.2753 61;0078
24+32.40 POT 6,031.67T2 603.5531
0
49+80.00 POT 5,214.8321 245.5853 _ W. COLLEGE ST.
50+58.87 PC 5.215.9349 324.4503
51+00.63 PI 5,216.5188 366.2063 Lu Q)
51+42.36 PRC 5,214.3145 407.9062 ZZ
1-- ~
51+84.78 PI 5.212.0752 450.2722 _ Q Q
52+27.10 PT 5.212.7133 492.6905 _ QQz
53+62.48 POT 5,214.7484 627.9T73 _ _
54+28.92 PC 5,215.7810 694.4081 _ ui
54+64.69 PI 5 16.3370 730.1787 �
55+00.44 PRC 5.219_4477 765.8182 zt
Z
Q 55+36.00 PI 5,222.5400
W 801.2471 _ cr
Q
W 55+71.53 PT 5 223.1076 836.8061
ze U
W 56+40.09 POT 5,224.2022 1 905.3561
Z
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CONTROL TRAVERSE DIAGRAM ~ W
o"' N
SCALE = 1 s 3000
r
w w V
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CONTROL TRAVERSE ABSTRACT
g To
POINT NORTHING FASTING STATION GROUND LOCATION DESCRIPTION
NUMBER ELEVATION ELEVATION
s~ WEST SIDE SOUTH 19TH AVE., 21.95 m SOUTH OF SOUTH CURB ON MAIN
c
p I-A 6091.4825 591.8699 1463.985 STREET. ON BACK OF SIDEWALK, 3.96 m SOUTH OF FIRE HYDRANT
16 mm REBAR WITH 50 mm ALUM. CAP MARKED "1-A" AND "1996" Z
NW CORNER OF OLIVE ST. & SOUTH 19TH AVE.. SET IN ASPHALT M
2-A 5912.1175 596.0588 1466.192 1.52 m WEST OF WATER VALVE, 1.83 m SOUTH & 3.05 m EAST OF FIRE HYDRANT Frl
16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-A" AND "1996" ~
SW CORNER DICKERSON ST. & SOUTH 19TH AVE.. SET IN ASPHALT IN SOUTH 19TH AVE.. Z
2-B 5451.0072 602.8554 1473.111 0.61 m EAST OF EDGE OF ASPHALT. 2.13 m SOUTH & 4.57 m EAST OF BARB WIRE FENCE CORNER I U
16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-8" AND "1996" W
SET IN TURF ON NEST SIDE OF SOUTH 19TH AVE. DIRECTLY ACROSS
Q 2-C 4990.7470 606.3941 1479.820 FROM CENTERLINE OF BRANIGAN CT, 2.13 m WEST OF EDGE OF ASPHALT
O 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-C- AND "1996' �111
2 Q SW CORNER LINCOLN ST. & SOUTH 19TH AVE.. 10.36 m WEST OF WEST EDGE ASPHALT OF SOUTH 1�1
d V 2-D 4410.8683 601.6811 1487.814 19TH AVE., 1.52 m SOUTH OF SOUTH EDGE ASPHALT ON APPROACH, 3.05 m EAST & 0.91 m a
NORTH OF POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-D" AND "1996" r,
WEST SIDE SOUTH 19TH AVE.. 31.39m SOUTH OF CENTERLINE KAGY BLVD., 11.89m WEST OF WEST
3-A 3971.1925 605.9517 1494.002 EDGE OF ASPHALT ON SOUTH 19TH AVE., 1.22 m EAST & 1.22 m NORTH OF TELEPHONE RISER. !�I
16 mm REBAR WITH 50 mm ALUM. CAP MARKED "3-A" AND '1996"
SE CORNER OF BABCOCK ST. & SOUTH 19YH AVE.. IN ASPHALT, 2.74m SOUTH OF SOUTH EDGE O Ls Rp Q�
Z
2-W 6022.9394 611.9279 1465.039 ASPHALT OF KOCH ST. AND 2.44m EAST OF EAST EDGE OF ASPHALT OF S 19TH AVE., 2.T4m SW
ap 914
OF POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-W" AND "1996" ���...111 C�
z NE CORNER OF KOCH ST. & SOUTH 19TH AVE.. 0.94 m EAST OF EAST EDGE OF ASPHALT OF F
2-X 5694.2303 613.2136 1469.121 SOUTH 19TH AVE., 5.03 m NORTH OF NORTH CURB OF KOCH ST.
=O-o' 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-X" AND "1996"
SE CORNER OF COLLEGE ST. & SOUTH I97H AVE.. Z.13 m EAST OF EAST EDGE OF ASPHALT OF
Z 2-Y 5202.0005 620. 1250 1477.238 SOUTH 19TH AVE.. 7.62 m SOUTH OF SOUTH EDGE OF ASPHALT OF COLLEGE ST., 0.30 m SE OF
w CORNER OF SIDEWALK 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-Y" AND '1996' ='r'
O Fug SE CORNER OF GARFIELD ST. & SOUTH 19TH AVE., 10.06 m EAST OF EAST EDGE OF ASPHALT OF
2-Z 4812.2976 629.7667 1482.505 SOUTH 19TH AVE., 4.27 m SOUTH OF SOUTH CURB OF GARFIELD ST.
<O 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-Z" AND '1996'
O
1 5194.1634 370.9325 1476.698 SET 50 mm ALUM. CAP 0.3 m NORTH OF SIDEWALK, BURIED 50 mm '1
1 Z�
SET 50 mm ALUM. CAP 0.6 m NORTH OF LIGHTPOLE
2 5207.3811 829.3803 1476.302 3RD POLE WEST OF CHAMBERLAIN DRIVE
' l
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OWNERSHIP
TOTAL AREA GROSS R/W AREA EX.EASE.AREA NET AREA REMAINDER
CONS T.PM T. AREA EASE. AREA SHEET <w I�
PARCEL NAME ADDRESS LEFT RIGHT
METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH NO. O= N
an
I ADVANCED TECHNOLOGY. INC.. 1711 WEST COLLEGE. BOZEMAN. MT. 59715 23876 m' 257004 ;F — 23876 m' 257004 SF 63 m' 678 SF U22 — -
A MONTANA CORPORATION _ _ —
— U22 Of �
2 BNSF RAILWAY COMPANY AND HEIRS & 12749 m' 137225 SF 12749 m' 137225 SF 12749 m' 137225 SF W to
_ — U22 2 j
a 8 DEVISEES OF MARGUERITE KIRK AND Z
i
FARMERS CANAL COMPANY _
U22
N A CORPORATION _ _ a0
a/o BILL TATARKA 19 LAKE ROAD, BOZEMAN. MT 59716
a~ U22 o
0 3 JOHN ROSA & BETHANY ROSA 204 SILVERCLOUO, BOZEMAN, MONTANA 59715 OWNER NOTIFICATION ON Y IHyV� Z
O
4 JOHN ROSA & BETHANY ROSA 204 SILVERCLOUO, BOZEMAN, MONTANA 59715 383 m' 4125 S F 383 m l 4125 Sf 363 no 4125 SF M Of
U22 F+1 r
Z
5 BROOKSIDE PARK 1. L.L.C.. 2055 NORTH 22nd AVENUE, BOZEMAN. MONTANA 59718 07 m' 90490 SF 214 m' 2303 S O
L
84 j
A MONTANA LIMITED LIABILITY COMPANY W
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Q26 BROOKSIDE PARK I, L.L.C., 2055 NORTH 22nd AVENUE, BOZEMAN, MONTANA 5971E 766 m' 8250 SF 766 m' 8250 SF 766 ms 8250 S
2 U A MONTANA LIMITED LIABILITY COMPANY , ^
U22
7-4
7 DAVID M. & CHERYL A. MACDONALO 804 NORTH 19th. SUITE 2A. 3731 m' 40157 SF 03 m' 893 SF 0 0
BOZEMAN. MONTANA 59718 —
U22,U23
fln fl 6 DAVID M. & CHERYL A. MACDONALD 4011 BLACKWOOD ROAD, BOZEMAN. MONTANA 59718 383 m' 4125 SF 3B3 m'E4125]SF, 383 m' 4125 SF
C=
fh 9 BROOKSIDE PARK I. L.L.C., 205S NORTH 22nd AVENUE. BOZEMAN. MONTANA 59718 4047 ml 43560 SF 92 m' 990 SF
Il— I uzz [�
C= A MONTANA LIMITED LIABILITY COMPANY
O 10 BROOKSIDE PARK 1. L.L.C.. 2055 NORTH 22nd AVENUE, BOZEMAN, MONTANA 59718 383 m' 4125 SF 3B3 m 4125 SF 383 m' 4125 SF
U22
A MONTANA LIMITED LIABILITY COMPANY U
11 MARVIN R. COWDREY & JUDY G. COWDREY 32300 FRONTAGE ROAD, BOZEMAN. MONTANA 59715 4035 m' 43429 S 27 m' 291 SF 85 m' 915JU22
12 MARVIN R. COWDREY & JUDY G. COWDREY 32300 FRONTAGE ROAD. BOZEMAN, MONTANA 59715 592 m' 6375 SF 592 m' 6375 SF 592 m' 6375 S13 MONTANA STATE UNIVERSITY, A UNIT OF 204 MONTANA HALL, BOZEMAN. MONTANA 59717 TO BE ACO IRED ON PR JECT STPU 1201(131. ABCOCK TTHE MONTANA UNIVERSITY SYSTEM
14 SWAN FALLS, LLC, 716 SOUTH 2Oth AVENUE, SUITE 101, TO BE ACO IRE PR JECT STPU 1201I131 ABCOCK TO KAGY - 80 EMAN, UPN 4952 }
Z~
A MONTANA LIMITED LIABILITY COMPANY BOZEMAN, MONTANA 59718 Q�o
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15 SWAN FALLS, LLC, 716 SOUTH 2Oth AVENUE, SUITE 101. TO BE ACO IREO ON PROJECT STPU 1201(131, BABCOCK TO KAGY - BOZEMAN. UPN 4952 U22
F Z 0
A MONTANA LIMITED LIABILITY COMPANY BOZEMAN. MONTANA 59718
Jaa
16 EDWARD W. ANACKER & 1905 WEST COLLEGE. BOZEMAN. MONTANA 59716 TO BE AC01 IRED ON PR,)JECT STPU 12011131, BABCOCK TO KAGY - BO EMAN UPN 4952 U22,U23
STELLA E. ANACKER
U23
17 EDWARD W. ANACKER & 1905 WEST COLLEGE. BOZEMAN, MONTANA 59718 TO BE ACOI IRED ON PROJECT STPU 12011131. BABCOCK TO KAGY - BO EMAN. UPN 4952
U23
STELLA E. ANACKER
0
18 HEIRS AND DEVISEES OF MARGUERITE UNKNOWN TO BE ACO IRED ON P JECT STPU 1201(131, BABCOCK TO KAGY - BO EMAN, UPN 4952 U23
KIRK, DECEASED
U23 Lu 0
19 MONTANA STATE UNIVERSITY, A UNIT OF 204 MONTANA HALL. BOZEMAN, MONTANA 59717 TO BE ACO IRED ON PROJECT STPU 1201(13), BABCOCK TO KAGY - BO EMAN, UPN 9952 _
THE MONTANA UNIVERSITY SYSTEM U23 Q
20 CITY OF BOZEMAN 411 EAST MAIN STREET, BOZEMAN. MONTANA 59771 TO BE ACO IRED ON LLJ Q)
-PR JECT STPU 1 0111 ABC CO.K TO KAGY BO€MLN UPN 4 52
Q Q,
21 PATRICK BRIAN ROGERS & 2910 COLTER AVE.. BOZEMAN, MONTANA 59715 TO BE AC IRED ON PR JECT STPU 120111311 ABCOCK TO KAGY - 60 EMAN, UPN 4952 U23
z a
pp KRISTINA K. ROGERS U23 Q
WWI
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V 22 FIRST SECURITY BANK OF BOZEMAN. 208 EAST MAIN, BOZEMAN, MONTANA 59715 TO BE ACO IRED ON PROJECT STPU 12011131. ABCOCK TO KAGY - 80 EMAN, UPN 4952 ~
In W U23 0 lL
W V A MONTANA BANKING CORPORATION Q
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23 BRUCE WIEGAND & MAUREEN WIECAND 625 SOUTH 19th AVENUE. BOZEMAN, MONTANA 59718 TO BE AC IRED ON PROJECT STPU 12011131, ABCOCK TO KAGY - 80 EMAN. UPN 4952 _ ill I
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�i NOTES: 1. ALL MEASUREMENTS ARE METRIC EXCEPT AS NOTED BACKSLOPE LIMITS INCLUDE ROUNDING m
m ¢ 2. THE PROPOSED R/W LINE WHERE A SPIRAL CURVE CONSTRUCTION LIMITS:
v O v 3 TRANSITION
RANSI IO C 1CURVED IS A CHORD RATHER THAN A CUT SECTION
C\b TOE OF FILL -----/ ri
O N 2 3. THE ENGLISH
ONLY.
ARE FOR INFORMATIONAL FHWA/DOT APPROVAL 8-30-06
PUR
OSES
u.jv 4. ALL STATIONS AND OFFSETS FOR R/W BREAKS ARE MAP REVISED 5-2-07 $
IN REFERENCE TO THE R/W BASELINE. -
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OWNERSHIP
TOTAL AREA GROSS R/W AREA EX.EASE.AREA NET AREA REMAINDER
CONS T.PM T. AREA EASE. AREA SHEET Q Ln
w I`r)
ui
PARCEL NAME ADDRESS LEFT RIGHT NO. 0 2 N
METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRO ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH ~ CA
24 ROY V.WIEGAND,FAMILY TRUST. (1/2 INTI 625 SOUTH 19th AVENUE, BOZEMAN. MONTANA 59716 TO BE ACOI IRED ON PR JECT STPU 1201(131, 3ABCOCK TO KAGY - 80 EMAN, UPN 4952 U23
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25 PATRICIA M. MCKENNA, (13% INT1, 1711 WEST COLLEGE, BOZEMAN. MONTANA 59715 3954 ml 42558 S 13 m� 140 S 13 m� 140 SF 3941 m� 42418 SF w m
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A MONTANA LIMITED LIABILITY COMPANY,
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26 PATRICIA M. MCKENNA 1711 WEST COLLEGE, BOZEMAN, MONTANA 59715 OWNER NOTIFICATION ONLY Fsryl Z
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27 OAKWOOD - 7, L.L.C., 5400 S. 19th AVE.. BOZEMAN, MONTANA 59718 9470 m' 101930 SF 9470 m' 101930 SF 38 m° 409 SF MM O
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S j NOTES I. ALL MEASUREMENTS ARE METRIC EXCEPT AS NOTED BACKSLOPE LIMITS INCLUDE ROUNDING w
0 2. THE PROPOSED R/W LINE WHERE A SPIRAL CURVE CONSTRUCTION LIMITS
TRANSITION IS USED IS A CHORD RATHER THAN A TOT SECTION`„o,dzi
v o 7 3 CONCENTRIC CURVE. TOE of FILL �� D
'c Nip 3. THE ENGLISH AREAS ARE FOR INFORMATIONAL FHWA/DOT APPROVAL 9-750-ob
o N PURPOSES ONLY. MAP REVISED S
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4. ALL STATIONS AND OFFSETS FOR R/W BREAKS ARE l
IN REFERENCE TO THE R/W BASELINE. y
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TYPICAL SECTION NO. 1 ~ "
14+51.00 BEGIN PROJECT
14+51.00 TO 15+85. 12 f-2%1
S. 19TH AVE. 15+85.12 TO 16+00.I2 (TRANS. TO -1%1
16+00.12 BEGIN TYP. NO_ 2 r- w
LU
'^ z
ki
Wo 11.28 m _ - 11.28 m
II.73 m AGG. TREAT. •TACK
m 7.53 m AGG. TREAT. 6 TACK -
r -
ti 0.3 in 1.53 m _ 3._44 m I 7
c SDWK. BUFFER 1 7.53 m SEAL & COVER _ I_ _ t 1,i3 m SE AI 6 COVER 3.qq m },00rn 0. ��jy �
1.53 in 3.6 m 3.3 IA 1.2 Is II"^^ _ 4.2 m 3.3 m 3.6 IS 1.53 m BUFFER PATH S z
BIKE LANE TRAVEL LANE TRAVEL LANE MEDIAN LT TURN LANE TRAVEL LANE TRAVEL LANE BIKE LANE NFMM J
F+q
PROFILE GRADE= FI o
VARIABLE* FINISHED GRADE �I v
CUT DEPTH AT 4 W
SLOPE STAKE
Q O 60 mm PL. MIX BIT. SURF. / Q�
= u - 100 mm CONC. SIDEWALK 120 mm PL. MIX BIT. SURF. 150 mm CR. AGG. CRSE.
- 60 mm CR. GRAVEL BASE
200 mm CR. AGG. CRSE.
U
1.5% _ CROSS SLOPE _ CROSS SLOPE .,. _1.5/.
U
Z ao QUANTITIES SURFACING SECTION DESIGN BASED ON FI
O 4F CONSTRUCT CUT AND FILL THE TOP 0.6 METERS OF SUBGRADE
3:m SLOPES AS FLAT As PRACTICAL AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE of so 1�
ay!VEe (SEE CROSS SECTIONS) �i
Z UNIT UNIT PLANT CR. ACC. ASPHALT SEAL TACK DUST AGGREGATE V
W COVER MIX COURSE CEMENT PALLIATIVE TACK
o
Q AREA square meters 2.311 4.512 square meters PER STATION 1926 1926 1926 192E
o cubic meters PER STATION 231.1 451.2 tons PER STATION 28.54
3.54 3.51
tone PER STATION 528.5 Itters PER STATION 231 443
FILL SLOPES BACK SLOPES cquara meters PER STATION 1926
0 - 3m 6:1 0 LSm Srl o
o_
_:!• i... 6 9m 31 3 - 4.5m 3:1
ER OV 9 4.5 - 6 m 211
OVER 6 m 1.51 1
AL SECTION NO, 2 }
TYPICAL izo
16+00.12 TO 16+32.12 (-I%I a0o
A S. 1 9 T H AVE. 6+32.12 TO 16+4T. 12 (TRANS. TO -2%1 U
16+47.12 TO li+B7.00 1-2%I } 0
17+8T.00 END PROJECT o
F J V
_J In
1 _
11.28 m
1.28 m (�
11.73 m AGE. TREAT. & TACK �{I II-_ T.53 m AGG. TREAT. & TACK
0.3 In 1.53 m 11.73 m SEAL 6 COVER _ I h 7.53 m SEAL &COVER 1.53 m .5 m
SDWK. -'1
1.53 m 3.6 m 3.3 m 4.2 m 1.2 m 3.3 m 3.6 m 1.53 m SDWK. o
BIKE LANE TRAVEL LANE TRAVEL LANE LT TURN LANE MEDIAN TRAVEL LANE TRAVEL LANE BIKE LANE
PROFILE GRADE= FILL HEIGHT A LLI O
VARIABLE* FINISHED GRADE SLOPE STAKE
VARrABI � Q
CUT DEPTH AT Ee Q
SLOPE STAKE
100 m CONC. SIDEWALK Q Q-
100 mm CONC. SIDE ALK 120 mm PL. MIX BIT, SURF.
60 m, CR. GRAVEL BASE Q Z
60 mm CR. GRAVEL ASE - 200 mm CR. AGG. CRSE.
W W W CROSS SLOPE 1.5% �(
�3 U 1 5% CROSS SLOPE
OC V 17+82.00 TO 17+87.00 0
c
TRANS. TO 1.53 m BUFFER LT
b SURFACING SECTION DESIGN BASED ON �11� *
h #:CONSTRUCT CUT AND FILL THE TOP 0.6 METERS OF SUBGRADE 35
Q m SLOPES AS FLAT AS PRACTICAL
cS a (SEE CROSS SECTIONS)
HAVING AN R-VALUE OF 50 Q
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vo�3
Q%a 2 C
FOR QUANTITIES SEE TYPICAL NO. 1 s
y
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TYPICAL SECTION NO. 3 _ N
50+58.81 BEGIN CONN. ON PTW U-1210
TO SO+BB.37 TRANS.
P O
W. COLLEGE STREET 55+71.53 END CONN. ONPTWU-1210
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L
Lu
az
7.1 Z
m S.05 m
s
5.73 m AGG. TREAT. & TACK 4.45 m AGG. TREAT. & TACK °D
4 �
4.90 m SEAL &COVER 4.45 m SEAL &COVER
,5
o o
1.24 m 3.66 m 3.66 a1 1.24 m Z
SHLD TRAVEL LANE TRAVEL LANE SHLD MNM O
wl �
PROFILE GRADE= FILL HEIGHT AT p
FINISHED GRADE SLOPE STAKE I L�
VARIA84E VARI4BLE* rWrkk
Q CUT DEPTH AT V
Q q0 SLOPE STAKE ^
ZU 2.2 In - 120 mm PL. MIX T. SURF, a
200 mm CR. AGG.I CRSE. O C)
CROSS SLOPE = -27. CROSS SLOPE _ -2% U
1 QUANTITIES
rn SURFACING SECTION DESIGN BASED ON
O CONSTRUCT CUT AND FILL THE TOP 0.6 METERS OF SUBCRADE
x2v SLOPES AS FLAT AS PRACTICAL AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF 50 �y
, R_', (SEE CROSS SECTIONS)
Z 7"-' UNIT PLANT CR. ACC. UNIT ASPHALT DUST AGGREGATE
COVER MIX COURSE CEMENT SEAL TACK PALLIATIVE TACK V
o
y AREA square meters I.1T2 2.293 square meters PER STATION 975 I018 1018 1018
M c9 cubic meters PER STATION 117.2 229.3 tons PER STATION 14.47 1.72 1.85
O
tons PER STATION 268.0 liters PER STATION 122 234
FILL SLOPES BACK SLOPES -square meters PER STATION1 935
0 _ 3 m 469,1 0 - I.S m Stl o
0
6 - 9 In 3-1 3 - 4.5 m 3i1
OVER 9 m 2c 1 4.5 - 6 m 2s I
OVER 6 In
TYPICAL SECTION NO, 4 i}o
A z
50+BB.37 BEGIN TYP. NO. 5 d Oo
W. COLLEGE STREET
}
z o
Jaw
F J,
8.5 In 6.45 m C9
7.13 m AGG. TREAT. & TACK 5.05 m ACC. TREAT, & TACK
6.30 In SEAL &COVER 5.05 m SEAL &COVER 0.5 m
2.4 m 3.3 m 1.2 m 3.3 m 2.4 m
0
SHLD TRAVEL LANE MEDIAN TRAVEL LANE SHLD
f+ Z
_PROFILE GRADE= FILL HEIGHT AT Z
FINISHED GRADE W Q
� 1 SLOPE STAKE
V4RIABt E Q
6: j i V4Rg8LE4t CC
CUT DEPTH AT /77 Q
SLOPE STAKE
Q
2.2 m - 120 mm PL. MIX IT. SURF. V1
QIk 200 mm CR. AGG. CRSE.
Q Q
z3 cl
Y CROSS SLOPE _ -27 CROSS SLOPE _ -22 I�
62 W Z
uj Lu
b OLIANT IT IES
N !CONSTRUCT CUT AND FILL SURFACING SECTION DESIGN BASED ON �qi I' VI
Q THE TOP 0.6 METERS OF SUBCRADE
SLOPES AS FLAT AS PRACTICAL
AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF 50
(SEE CROSS SECTIONS) 4
UNIT COVER PMIXT CR. AGG. ASPHALT
UNIT CEMENT SEAL TACK iPALIATIVE UST AGGREGATE
3
n
N AREA square meters L.308 2.853 square meters PER STATION I215 Ina I298 1298 0
b N Z cubic meters PER STATION 150.8 285.3 tons PER STATION 18.62 2.23 2.36
tons PER STATION 344.9 liters PER STATION 156 299 Qi
C
square meters PER STATION 1215 S
N
N
J a7
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La
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IT"ICAL SECTION NO* 5 " N
SO+88.37 TO 51+23.68
51+23.68 TO 51+81.16 TRANS. TO TYP. NO. 6
W. COLLEGE STREET
r
W W
Q V) Z
S6.45 m ILL, 6.45 m
c i 4.80 m AGG. TREAT. & TACK 4.80 In AGG. TREAT. & TACK !-a
o+
0.3 m 1�
c
4.80 m SEA) 8 COVER 4.80 m SEAL & COVER 11��1I
c .5 m x-1 p
2.1 m 3.3 m 1.2 m 3.3 m 2.4 m z
SHLD TRAVEL LANE MEDIAN TRAVEL LANE SHLD
PQ
YARIAB(Es FINISHED GRADE FILL HEIGHT AT I U
SLOPE STAKE r,
CUT DEPTH AT_- _- YARIIA CEO W
SLOPE STAKE
p V 7120mm . MIX T. SURF.
200 mm CR. AGG.,CRSE.
�^ CROSS SLOPE = -2•L CROSS SLOPE _ -2% `•/
U vnnn(/
Y� OUANT IT IES SURFACING SECTION DESIGN BASED ON EI
p O o" !CONSTRUCT CUT AND FILL
_ SLOPES AS FLAT AS PRACTICAL AGGREGATE BITUMINOUS MA AGG THE TOP 0.6 METERS OF SUBCRADE
TERIAL . TREAT. HAVING AN R-VALUE OF 50
.6 (SEE CROSS SECTIONS) _ -
Z UNIT PLANT fCR. ACC. UNIT ASPHALT DUST AGGREGATE U
w COVER CEMENT SEAL TACK PALLIATIVE TACK
O MIX URSE
4 AREA square motor's 1.152 2.580 eQucre meters PER STATION 960 960 960 960
0 cubic meters PER STATION 152.2 258.0 rc-,s PER STATION 14.23 1.T6 1.75
= tons PER STATION 263.5 iR,r. s PER STATION 115 221
FILL SLOPES BACK SLOPES
1' s o motors PER STATION 960
1 0 1.5 m S 1 0
/// 1 Ac o
6 - 9m Jsl 3 - 4.5m 3:1
OVER 9 m 2.1 4.5 - 6 m 2:1
OVER 6 m 1.51 1
}
TYPICAL SECTION NO* 6
zo
rA 51+81.18 TO 52+21. I8 TRANS. TO TYP. N0. 7 FaJ-Z o
W. COLLEGE STREET �
u r w
�1 JQa
B.75 m 8.75 m
4.80 m AGG. TREAT. & TACK 4.80 m AGG. TREAT. & TACK
0.3 m 3.00 m VARIES
- 4.80 m SEA) &COVER 4.80 m SEAL & COVER 0.5 m
PATH
2.4 m 3.3 m 3.3 m 2.4 m o
SHLD TRAVEL LANE MEDIAN TRAVEL LANE SHLD
YARIABCErt fRNI)SHED GRADE OFILE GRADE= f ILL HEIGHT AT � OO
SLOPE STAKE
- --- ---
r1D'_1,___ZU_TD_EPTH AT
SLOPE STAKE _--------- Y'�lAB(E4
7C Q
�'ir\\\\ Q
60 mm PL. MIX BIT. SURF.
t, 150 mm CR. AGG. CRSE. 120 mm PL. MIX BIT. SURF.
Q Z
m -200 mm CR. AGG. CRSE. Z Q
Q
2 W W i.SZ CROSS SLOPE _ •2Y. CROSS SLOPE a -2% O
LL
W W Z Q
O Q:U
OUANT IT IES SURFACING SECTION DESIGN BASED ON �I y
N fnA<CONSTRUCT CUT AND FILL THE TOP 0.6 METERS OF SUBGRADE
Q °i SLOPES AS FLAT AS PRACTICAL AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF 50 4
(SEE CROSS SECTIONS) ZZ
UNIT PLANT CR. AGG. UNIT ASPHALT SEAL TACK DUST AGGREGATE
uo COVER CEMENT PALLIATIVE TACK 3
MIX COURSE
v o h AREA square meters 1.152 3.500 square meters PER STATION 960 960 960 960 p
e N io wb1 meters PER STATION 1 15.2 350.0 tons PER STATION 14.23 I.76 I.75
ov�ia liters PER STATION IIS 221
tons PER STATION 263.5 C
U N a l Isouare motors PER STATK)N 960 S
m
M
J�
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r w
o w CV
TYPICAL SECTION NO* 7
52+27.18 TO 52+80.51 (-271
52+80.51 TO 52+8T.IS (TRANS. TO -1.5%)
W. COLLEGE STREET 52+87. IB TO 53+27.I8 (TRANS. TO 1.5% LT r 1r C-)
53+27.IB TO 53+36.10 (1.5% LTI w w
ituJ
53+36, 10 END CONN. x
Z
ti
4 8.75 m. _ 12.46 m .--
S13.13 m AGG. TREAT. & TACK _ !-aCn
z 4.80 m ACC. TREAT, b TACK
0.3 m 3.00 In 6.15 m I� 13.13 m SEAL &COVER
4.80 m SEAL &COVER �J Q
C PATH - - 0.5 m Z
2.4 m 3.3 m (.2 m 4,G m_ 3.3 m 1.53 m 3.6 m I.O m
SHLD TRAVEL LANE MEDIAN LT TURN LANE TRAVEL LANE BIKE LANE RT TURN LANE SHLD
M O
w �
VARIA PROFILE GRADE= I 0.BLE, %FINISHED GRADE FILL HEIGHT AT t)
SLOPE STAKE r,
VARIABIEs k
CUT DEPTH AT V
SLOPE STAKE -
Q7S\-\X--
2 p
� o
2 ¢ 7
60 mm PL. MIX BIT. SURF. v
U
p 120 mm PL. MIX BIT. SURF.
- - 150 mm CR. AGG. CRSE.
200 mm CR. AGG. CRSE. �
U �
1.5% CROSS SLOPE �, CROSS SLOPE _y
nnn +K CONSTRUCT CUT AND FILL "v
Z := SLOPES AS FLAT PRACTICAL
QUANTITIES (SEE CROSS SECTIONS)
4 SURFACING SECTION DESIGN BASED ON
_ AGGREGATE THE TOP METERS SUBGRADE
u 'J BITUMINOUS MATERIAL AGG. TREAT. HAVING ANN R-VALUE OFF so ICI
�-I
UNIT UNI ASPHALT DUST AGGREGATE (n U
T CR. AGG.
COVER MIX COURSE SEAL TACK FILL SLOPES BACK SLOPES
PLAN
CEMENT PALLIATIVE TACK
inAREA square motors 2.152 4.246 square motors PER STATION 1793 1193 1793 1793 O 3 m 6:1 0 1.5 m St
o cubic meters PER STATION .2 424.6 tons PER STATION 26.5B 3.29 3.26 3 6 m 4:1 1.5 • 3 10 4:1
215
= tons PER STATION 492.2 liters PER STATION 215 412 6 - 9 m 3z I ! 4.5 m 3:1
squaro moters PER STATION 1793 OVEfl 9 m 2:I 4 OVER
• 6 m 211
OVER 6 m I.St 1 0
0
FILL SLOPES BACK SLOPES
}
1 0 - 0.5 m 5z 1
OVER 0.3 m 2:1 OVER 0.5 m 3:1 Z
TYPICAL SECTION NO, 800
53+58.68 BEGIN CONN. d=)0
53+58.68 TO 54+28.92 U-,
W. COLLEGE STREET 54+28.92 BEGIN TYP. NO. 9 �Z-
J Q
s
11.48 m _ _ 7.88 m
3.23 m AGG. TREAT. b TACK 1.57 m I.51 :n 3 m
12.13 m AGG. TREAT. & TACK ►{ SDWK.
0.5 m 1.53 m 1.53 m 12.13 m SEAL & COVER 3.93 m SEAL & COVER
SOWK.
I.SS m 3.6 m 3.3 m <_.6 m 1.2 m 3.3 m I.53 m o
SHLD FIT TURN LANE TRAVEL LANE LT TURN LANE MEDIAN TRAVEL LANE BIKE LANE VAR�g(,E
PROFILE GRADE= CUT DEPTH AT W 0
FILL HEIGHT AT
FINISHED GRADE i SLOPE STAKE g
SLOPE STAKE ._. Q
VARIAQz
BLE -
ICD mm CONC. SIDEWALK W (J
CO mm CR. GRAVEL BASE O Q-
100 mm CONC. SIOE ALK 120 mm PL. MIX BIT. SURF. Q Z
i m 60 mm CR. GRAVEL ASE 200 mm CR. AGG. CRSE. Q Q
C61
-c 1.5i CROSS SLOPE = 1.5% 1.5% O {�
wpRt!
QUANTITIES SURFACING SECTION DESIGN BASED ON
THE TOP 0.6 METERS OF SUBGRADE a
to AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF 50 4
UNIT PLANT CR. AGG. UNIT ASPHALT SEAL TACK DUST AGGREGATE
r.Q COVER MIX COURSE CEMENT PALLIATIVE TACK ;
1.927 3.872 square meters PER STATION 606 1606 1606 1606 0
1
AREA square motors
\in cubic meters PER STATION 192.7 387.2 tons PER STATION 23.80 2.95 2.92
tans PER STATION 440.7 liters PER STATION 193 369 .0
0 1 square motors PER STATION 1606 S
N
Vl
:.; �� i
tA
a II„ rn
�
=
TYPICAL SECTION NO. 9 N
54+2B.92 TO 54+74.92 TRANS. TO TYP. N0. 10
W. COLLEGE STREET
W W
W to
Q ( N Z
ti W
t L
d� 11.48 m 7.88 m
04
= &TACK 7.28 m AGG. TREAT. & TACK 1.53 m 1.53 m 0.3 m Co
i 10.88 m AGG. TREAT. - SDWK,
3 m 7.28 m SEAL d COVER
0.5 m 1.53 m 1.5
10.88 m SEAL & COVER Q
Q c SDWK. -_. O
1.53 m 3.6 m 3.3 m 5.8 m 3.3 m 1.53 m Z
li
SHLD RT TURN LANE TRAVEL LANE T.W.L.T.L. TRAVEL LANE BIKE LANE J
V ARIAOLE
Z
PROFILE GRADE= CUT DEPTH AT I v
Flll HEIGHT AT FINISHED GRADE
SLOPE STAKE
SLOPE STAKE
W
VARI LE
ICO mm CONC. SIDEWALK W _
6�O mm CR. GRAVEL BASE Q�
2 V 100 mm CONC. SIDE ALKT r1lomm PL. MIX BIT. SURF. v
60 mm CR. GRAVEL ASE -200 mm CR. ACC. CRSE.
U
v� 1.57 CROSS SLOPE = 1.5% I.S% w�
z F.+
Eli x
N OU A N T IT IE S SURFACING SECTION DESIGN BASED ON
_ AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. THAVNGPAN R VALUES OFF50UBCRADE 7F7-I
z UNIT UNIT ASPHALT PLANT CR. AGG. ASH SEAL TACK DUST AGGREGATE U
W u COVER MIX COURSE CEMENT PALLIATIVE TACK
Ui o�=
AREA square meters 2.179 3.872 square meters PER STATION 1816 1816 IB16 1816
ocubic meters PER STATION 217.9 387.2 tons PER STATION 26.90 3.33 3.31 -
0 tons PER STATION 498.3 Itters PER STATION 218 418
FILL SLOPES BACK SLOPES Isquore motors PER STATION 1816
• 0 - 0.3m 1 6:1 1 0 - 0.5 m IStl
0
F_
TYPICAL SECTION NO, 10
�Zo
54+74.92 TO 55+38.42 TRANS. TO TYP. N0. II d O o
A W. COLLEGE STREET 154+80.44 1.5% LTI }Z
155+2 .44 -1.5% CROWN)
155+27.II -27 CROWN)
Q
F-J�
7.88 m _ _ _ r,88 In
7,28 m AGG. TREAT. d 1.53 In 1.53 m 3
TACK 7.28 m AGG. TREAT. & TACK m
SDWK.
0.5 m 1.53 m 1.53 m
SDWK. �, 7.28 In SEAL d COVER 7.28 m SEAL & COVER
1.53 m 3.3 m 5.8 m 3.3 m 1.53 m o
SHLD TRAVEL LANE T.W.L.T.L. TRAVEL LANE BIKE LANE VAµlAOLE
FILL HEIGHT AT I `PROFILE GRADE= CUT DEPTH AT kl O
FINISHED GRADE ..A SLOPE STAKE
SLOPE STAKE _ � Q
V pg5Ae4E Q Ct
ICD mm CONC. SIDEWALK
7110mm PL.
EO mm CR. GRAVEL BASE Q
100 mm CONC. SIDE ALK ¢ Z
60 mm CR. GRAVEL ASE MIX BIT. SURF.
>->- 200 mm CR. AGG. CRSE. Z Q
mmCO Q
3 W 1.5% _ CROSS SLOPE _ 1.5Z I�
c�wI O
wwi O
0�U
OUANT IT IES SURFACING SECTION DESIGN BASED ON �I IV
i� THE TOP 0.6 METERS OF SUBGRADE
so
AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF 4
UNIT PLANT CR. AGG. rz
UNIT ASPHALT SEAL TACK DUST AGGREGATE
COVER PALLIATIVE TACK
MIX COURSE CEMENT j
a o 0 3 AREA square meters 1.74T 3.152 square meters PER STATION 1456 1456 1456 1456 O
N tons PER STATION 21.5T 2.67 2.65
ca,blG meters PER STATION 174.7 315.2
v7N 2 11tors PER STATION 175 335
tons PER STATION 399.5 C
N O square molars PER STATION 1456 S
GI
y
C:
�� I
J �
a ` M
r w
o"' N
TYPICAL SECTION NO, 11
55+38.42 TO 55+55.00
55+55.00 BEGIN TYP. NO. 12
W. COLLEGE STREET r � N
W W
LU
i r in
t
g5.34 m 5.34 m
i 4.74 m AGG. TREAT. & TACK 4.74 m AGG. TREAT. & TACK 2
� 0.3 a
4.T4 in SEAL & COVER 4.74 m SEAL &COVER 5
Q� m
O
1.53 m 3.66 m 3.66 m 1.53 m Z
o
SHLD TRAVEL LANE TRAVEL LANE SHLD M cr
J
AR PROFILE GRADE= FILL HEIGHT AT O
V
uBLFm F WISHED GRADE - SLOPE STAKE I u
CUT DEPT�AT VAR148L£rr W
SLOPE STAKE �k
V
Z U T'O mm PL. MIX T. SURF. IMF--Ii v
3
200 mm CR. ACC. CRSE. O �
CROSS SLOPE _ -2% CROSS SLOPE = -2Y. `�•y/ II�----��
z
Z a
Y OUANT IT IES SURFACING SECTION DESIGN BASED ON L,
to THE TOP 0.6 METERS OF SUBGRADE F
p 4t CONSTRUCT CUT AND FILL
_ SLOPES AS FLAT AS PRACTICAL AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF so
WR (SEE CROSS SECTIONS)
z UNIT PLANT CR, AGG. UNIT ASPHALT SEAL TACK DUST AGGREGATE U
COVER MIX COURSE CEMENT PALLIATIVE TACK
p F
Q� AREA square meters 1.138 2.136 squoro meters PER ST AT10N 948 94$ 948 948
op cubic meters PER STATION 113.8 213.6 Ions PER STATION 14.06 I.74 I.T3
= tons PER STATION 260.3 liters PER STATION 114 218
FILL SLOPES BACK SLOPES
s ucre moters PER STATION 948
/1% 0 - 3m 611 0 1.5m 5�1 0
U m : 0
31 1 m 3:1
OVER 9 m 21 1 4.5 6 m 2s 1
OVER 6 in 1.5:1
}
TYPICAL SECTION NO* 12
Zo
A W. COLLEGE STREET 55+55.00 TO 55+71.53 TRANS. TO TYP. 3 J=o
a0-
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r^, } - 0
1-�W 0
J Q
j 10
7.4 m 5.34 m U
6.03 m ACC. TREAT. & TACK 4.74 m AGG. TREAT. 6 TACK
5.20 m SEAL &COVER 4.74 m SEAL 6 COVER 5 m
1.54 m 3.66 m 3.66 m 1.53 m
SHLD TRAVEL LANE TRAVEL LANE SHLD
PROF0.E GRADE= FILL HEIGHT AT Q
�FIN"D GRADE SLOPE STAKE
VARIABLE 6:11 VAR�BIfr C Q I\
�CUTPTH E
SLOPE STAKE LLJ
Q
2.2 m 120 mm PL. MIX I T. SURF.
Q Z
m m -200 mm CR. AGG. CRSE. Z
Q
LU 3W Lu CROSS SLOPE _ -2% CROSS SLOPE _ -2Y. Z h
OLQU Q
OUANT IT IES SURFACING SECTION DESIGN BASED ON I' VI
"T M &CONSTRUCT CUT AND FILL THE TOP 0.6 METERS OF SUBGRADE
Q BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF s0
I1 SLOPESSEE AS
SFLAT S PRACTICAL AGGREGATE
b^ It COVER COURSE
UNIT COVER PLANT CR. AGG. UNIT ASPHALT CEMENT SEAL TACK PAL 111ATIYE TACK TE 3
o 0 3 squoromotos 1.243 2.411 squore moters PER STATION 994
tons PER STATION IB.50 1.82 1 1077
AREA 1071.96
IOff
r
cubic meters PER STATION 124.3 241.1
v h N liters PER STATION 129 246
.,one PER STATION 284.3
squoro rnetars PF.R STATION 994 $
rn
rn
DETAIL a in
W
o = (V
I W m
to
z
SUBEXCAVATION DETAIL
COND IT ION A z
c USE WHERE DEPTH TO NATIVE GRAVEL STRATUM z
("d" - SEE CROSS SECTIONS) IS 1.2 m OR LESS
1.5 m TRANSITION SECTION
_ FROM EXISTING CURB TO z
---------- / LAYDOWN CURB o
~-
E v
a STABILIZATION E
a o GEOTEXTILE-
o CONTRACTION JOINT
Zt
U EXPANSION JOINTS COMPLETELY 0 0
AROUND SIDEWALK SECTION (�
SUBEXCAVATION DETAIL
pip CONDITION B CONTRACTION JOINT
z LJ USE WHERE DEPTH TO NATIVE GRAVEL STRATUM
N ("d" SEE CROSS SECTIONS) EXCEEDS 1.2 m
N ATPCURB RETURNS E-4 171II
_� 1I BACK OF CURB
u . 1.68 m TYP.
z
ors=
N 1.53 m TYP. -
o
50 TO 63 DIAMETER BRASS CAP
m WITH ROUNDED TOP, SET FROM
I� TOFMARKCE POINTS.MONUME T POINT IN CAP STATE ES PLAN VIEW 0
o_
AFTER INSTALLATION.
STREET PAVEMENT
T V 3 mm TO 6 mm BELOW PAVEMENT 1.53 m 1.68 m
—RAMPS, FLARES & LANDING AREAS SIDEWALK DRIVEWAY APRON Z
I50 mm CONC. 128 MPo) REINFORCED 150 mm TO 225 mm, BUT Z o
STATION & OFFSET OF i WITH 0.7 Kg/ml FIBERMESH OR NO DEEPER THAN 13 mm STREET J
A CURB RAMP CALLOUT / i Cam\ SLOPE VARIES 15X SLOPE SURFACE a o 0
152.4 x 152.4 x W5.26 mm'
WWF ABOVE BOTTOM OF BOX.- o �-�
FULL HEIGHT i' TOP BACK OF LAYDOWN CURB lam/ �' o�� � O� - }Z o
CURB ♦� Q - - /Xy� y J F J
ELEV. + 155 mm Q Q ��Q Q 90 mm PL MIX-
150 Ju
GRAVEL BASE V�'Q 150 mm CR AGG CRSE- 150 mm CONCRETE GUTTER 7
63 mm INLAND FOUNDRY CO. 150 mm CR AGG CRSE
PATTERN NO. 1034 MIN. OR APPROVED EQUAL. SECTION VIEW
�ti OQ
1 900 mm FOR VDRAINAGE.E GRAVEL EXPOSED
1.5 m F I 100 mm CONC. SIDEWALK MIN.
....... .'.'.'.'• c
FLARED SIDE t.,.,.:. O �•Q i------ CL "D" CONCRETE
POURED IN PLACE OR PRECAST ~
! AND SOLIDLY PLACED. BOULEVARD APPROACH w O
TRUNCATED DOMES I
0.75 m LAYDOWN CURB _ ! BACK OF CURB
ROUN-_Z ---� NON REINFORCED 150 mm MIN., Q ~
1.5 m CHAMFDEREDSQUARE CORNERSI OR TH 13 mm
FLARED SIDE _
- REINFORCED PRECAST 100 mm
-- SQUARE WITH 13 mm Q 2
> CHAMFERED CORNERS AND 2 Q
Co m m FULL HEIGHT CURB 4 NO.6 REBARS. q Oc
i 3 W Z ~
LWV
NOTE ALL DIMENSIONS mm UNLESS OTHERWISE N �
'�` CURB RAMP DETAIL MONUMENT BOX DETAIL
SUBEXCAVATION DETAILS
U CURB RAMP DETAIL c
s zi MONUMENT BOX DETAIL 3
a,aw BOULEVARD APPROACH
G
u�N2
Nn 0�
y
J N
DETAIL ~ W M
ow N
I ~
wi m
2.0 m MIN COVER WITHOUT INSULATION
I.5 m MIN COVER WITH INSULATION o o NEENAH R- A
�ZI 392 R WITH TYPE V
z 'Im�'p DIAGONAL REVERSIBLE '^r m
6.0 m MIN. z ' �I GRATE OR EQUAL = Z
of z
45' DUCTILE IRON BENDS. 0 16 mm DIA. SMOOTH ROD
a a DUCTILE IRON PIPE I u' (THREAD EACH END)
°a SIZE TO MATCH EXIST. MJ WITH 19 mm TIE RODS _______
3.0 m MIN. IN EVERY OTHER AVAILABLE
CURB FLOWLINE m
BOLT HOLE. m
a CUT OFF CURB HOOD AS NECESSARY FOR ADJUSTMENT v
M3 1 GR.60 BARS WITH o
$o BITUMINOUS COATING o z
r ,� ; COMBINATION
<' • ^ 762 mm DI . OPENING MANHOLE AND CURB N o
r o I1 " ", " INLET ROOF SLAB z
u: ° I e. z
v � o
�% r I •a V
r,
1200 mm'TYPE 3 MH T. W
MIN. r
a CONCRETE THRUST BLOCK
i BEARING AREA PER TABLE • i ..,� a
NEW STORM DRAIN RCP PIPE 1.2 m WIDE x 5.4 m LONG ° V
x 50 mm THICK RIGID
�^ "BLUE BOARD" INSULATION 0.75% MIN.
VrJ 150 mm BELOW WATER MAIN
nnn FLOWLINE '
z LJ _ _ �ELEVATION1 a
aia= WATER MAIN OVER STORM DRAIN SEDIMENT CATCH •*•>K STANDARD UNLESS OTHERWISE [�
STORM DRAIN ^ I BASIN NOTED ON PLANS
LATERAL ALL CONCRETE 15 CLASS "DD"
r r ! ► ' • OR APPROVED EQUAL
a
NEW STORM DRAIN RCP PIPE
m o I.2 m WIDE x 5.4 m LONG
"BLUEmm THICK RIGID BOARD" INSULATION DUCTILE IRON PIPE
150 mm ABOVE WATER MAIN s1zE To MATCH EXIST. COMBINATION MANHOLE AND CURB INLET
o
I 0 m o
/ MIN.
(2) 25 BARS
EOUALL410.1
o }
r
" M31 GR.60 BARS z o
' W/ BITUMINOUS COATING 150 MAX. J0o
A FLARED
DIA.
dpo
FLARED END U= �
r r 45' DUCTILE IRON BENDS.MJ WITH 19 mm TIE RODSTERMINAL SECTIONIN EVERY OTHER AVAILABLECONCRETE THRUST BLOCK BOLT HOLE. jBEARING AREA PER TABLE 3.0 m MIN. 25 BARS aS
6.0 m MIN. DITCH FLOWLINE INLET CASTING
NEENAH R-3238HINGED C
-- OR EOUAL
WATER MAIN UNDER STORM DRAIN
0
NOTE: NOTE:
ROMAC "DUCTILE LUGS" OR APPROVED EOUAL MAY BE USED TO FACILITATE ENCASE NEW DIPIPE WITH 2-PLY I�
TIE ROD INSTALLATION. MEGALUG OR UNI-FLANGE JOINT RESTRAINTS MAY POLYETHYLENE PIPE WRAPPING. " Z
BE SUBSTITUTED FOR TIE RODS. J
o STORM DRAIN I500 DIA. 1 5
M LATERAL FLARED END {� ~
TERMINAL SECTION- � Q
E ~
DIMENSIONS FOR THRUST BLOCKING Q �
REDUCERS & mLE
0.75% MIN. GR. TRASH GUARD o �FITTING TEES & PLUGS 90• BEND 45' BEND & WYES 22 1/2• BENDSIZES 2
m
�> ,• " mm A B A B A B A B
m m O o 0 e G
ooc C 100 0.5 m 0.4 m 0,5 m 0.5 m 0.5 m 0.3 m 0.5 m 0.2 m EE Q
2 Y o 1Q o m I50 0.6 m 0.6 m 0.7 m 0.7 m 0.6 m 0.5 m 0.5 m 0.3 m E " ALL DIMENSIONS IN mm 2 ~
UNLESS OTHERWISE NOTED
W W 2 0 " a SEDIMENT CATCH m _. O
N 200 0.8 m 0.8 m I.0 m 0.9 m 0.7 m 0.6 m 0.5 m 0.5 m BASIN a 750 R.C.P. CLASS 2 <L
o Lu z s WALL 'B" (AASHTO O
4 0 250 1.0 m 1.0 m I.2 m I.2 m 0.9 m 0.8 m 0.7 m 0.6 m o r • . r ; r M 170M)
a 63 oQ 300 1.2m 1.2m 1.4m 1.4m 1. 1 m 1.0m 0.8m 0.7m °' ,_ .:" ° :. • -° WATER MAIN 11 a
m y 350 1.6m 1.2m 2.0m 1.5m 1.4 m 1.0m i.0m 0.7m
Q .ti P ADJUSTMENT DETAILS a
- 152.4 x 152.4 x WIB.it mmcz
g NOTE: WIRE MESH
m a THIS TABLE IS BASED ON 1030 kPo MAIN PRESSURE FLOOR SLAB '3
STORM DRAIN
poo3AND 9800 kg/m' SOIL BEARING PRESSURE +IINtNOTE:
�;^ STANDARD UNLESS MISC. DETAILS
bn- WATER MAIN ADJUSTMENT DETAILS FIELD INLET OTHERWISE NOTED
\o I ON THE PLANS. NO SCALE S
NOT TO SCALE
h
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A
f
J�
DETAIL
o w N
r
w w LC)
EXISTING GROUND = c
s 'A Z
-i I I I z o
I II w Z
N ir
wI� 392TRENCH WIDTH � zI I �o
CURB FLOWLINE W
tn II PIPE BEDDING COMBINATION MANHOLE W
"� CONC. COARSE I '� AND CURB INLET ROOF SLAB i••.
450 AGG. NO. 2
i o II I I 450 N I — .�
U a _II M I 150 O o
:III1nnn F _ _ I MANHOLE RING & COVER
Z LJ z x F a� I—I • •� •�•n•�-Ve l . e . e . .r .a I � CONCRETE ADJUSTER RINGS F �
Y III 1
_ 100 mm MIN./200 mm MAX.
.,aw..^ on. •^ o I II TYPE 3 MANHOLE ROOF SLAB
Z III . _ a ,, a ., • SEAL ALL JOINTS W o x
• •• • �--- STORM DRAIN
—I I I - 458 r CONCRETE PIPE
- . .. .�.•�.�.:•. •• •• •. . I I PIPE I I w p1 EXTENSION WITH
'III 9nnn • •n . a°o • •ae • e9. • . 9 • —
�� I—I .. .•.. . :. .�:.•.• • . _ '-�-----------I i NOTE;FLAT TOP OP
:II
=° °^°°_° _) I ¢ USE ECCENTRIC T z
IIIIIII—IIIIII—III IIIIII—III—III—III— I I m MANHOLE WHERE ADEOUATE o
PRECAST TEE SECTION HEIGHT IS AVAILABLE.
o WITH 1.200 m RISER
0
- �- - -----I o MANHOLE STEPS
STORM DRAIN TRUNKL INE/LATERAL BEDDING DETAIL 1.=_ — = Joo
A -------- ----- ------ ------- - ----
--I--- � �� .\ ate-
n } - o
\ ~Z W N
I w JQ�
cr o
a
o v" PRECAST TEE SECTION
a WITH 1.200 m RISER
/ FLOW N
MANHOLE OFFSET
CALLOUT FROM
v 1 ROADWAY CENTERLINE
•22 5 SECTION A �
I /
/ Q
SEWER RISER OFFSET TEE MANHOLE DETAIL o
Q
W W 2 I / I ALL DIMENSIONS IN mm ♦`
�W u I I I UNLESS OTHERWISE NOTED 0
o
1 1)00
b II I m
I .
s =, STORM DRAIN
MISC. DETAILS 3
0
MITER BEND DETAIL NO SCALE
b�N2 .S
\b 1
N
DETAIL a W M
o = N
r of (Jo
W W
LA z :D
cn
�Nm
z FLAT SLAB COVER � Q
s I mm ADJUSTING RINGS,
o OPENING 51 mm MIN.. 305mm MAX. z
Lq
z
cr
NOTE: ALL JOINTS BETWEEN MANHOLE Z
SECTIONS, MANHOLE RING AND TOP u
SECTION, AND AROUND SEWER PIPE INTO
MANHOLE SHALL BE WATERTIGHT. W
JOINTING MATERIAL SHALL BE "RAM-NEK"
OR EQUAL FOR ALL JOINTS EXCEPT MANHOLE STEPS
a oo BETWEEN SEWER PIPE AND MANHOLE W
ti ¢ WALL. AT 406mm CENTERS FF'��711 v
O U
0 0
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nnn I 0�
z
LJ (I524mm MIN.
z FLEXIBLE GASKETED JOINT
o GASKE TED TEE y�y
z - - _j m U
0
PIPE RESTRAINT
0
c�
A
!• o
GASKETED 90' ELBOW CAST INTO BASE
CH NEL = DIA. OF PIPE
A Qzo
A 00
a
PRECAST OR CAST-IN-PLACE BASE
F CAST-IN-PLACE MIN. 203.2 THICK Z- o
PRECAST MIN. 152.4 THICK STANDARD DROP MANHOLE
F J V
MANHOLE WALL
STAINLESS STEEL
ALL-THREAD ROD,
12.7mm DIA.
SEWER PIPE ~ 2
RADIUS OF Lu O`
MANHOLE
E f�
� Q
> 0- Oc
STAINLESS STEEL
:. • PIPE CLAMP O Q_
I.
DIA. OF SEWER PIPE EPDXY
m ' ' _'.' '_ ' 76.2mm GROUT ROD
WALL 2 Z
2 ~
Oz
1,n
u SECT ION A-A SECTION B-B NOTE: ALL DIMENSIONS mm p
au UNLESS OTHERWISE NOTED. O
Z STANDARD DROP MANHOLEN=32NO SCALE-
N
f
'A
DETAIL a W
rn
o= N
� m
~ w �
w m
W
W g Vf Z
WY 4
p N m
R c
S ELEV."B" ' T 1- LEV."E° FL OWL h"1 Z
INE — — — �—y
-7 FINISHED GRADE - �°` u
Q L "A` K S�OP� — — — I-- ( SyQpEy I INVERT EL.= F.
IN W
?r r — — — —
ti MIN. 0.30m MIN. 0.30m
2 c — _
C ELEV."C" o ELEV."0" = Q O
— U �
cli
U LJ
z x F
W >n
MINIMUM SLOPE=0.005 m/m I
z U
PROFILE VIEW
0�
0
0
}
NOTE: PROVIDE PRECAST BENDS ~
A zo
USE WATERTIGHT JOINTS AND GASKETS 0.O o
MEETING THE REQUIREMENTS OF d O
SUBSECTION 603.03.3 f B I OF THE U
STANDARD SPECIFICATIONS.
ALL DIMENSIONS ARE SHOWN IN MILLIMETERS W
UNLESS OTHERWISE NOTED.
F-J cai
TYPE CX-4 =��
RUBBER GASKET JOINT
0
HIGHWAY DIAMETER TYPE 0 DIMENSIONS (m) END INVERT ELEVATIONS fm) QUANTITIES ~ Z
m�/s SECTIONS INLET A 8 C D E DUTLET F TRASHGUARD TYPE 4 BANK LU
D L K C W C' K' S S. PROTECTION REMARKS ti Q
STATION
INLET OUTLET INLET OUTLET INLET OUTLET Q
52+12 750 RCP 0.89 5I.0 2.5 3.0 36.0 7.0 2.5 1.27 2. 19 FETS FETS 1474.78 1474.37 1473.51 1471.BB 1473.66 1474.07 1 I - - 24° SKEW RT WO
Q Z
coca
Q Q
2 W W
U — I1
O�U Q)
u L = TOTAL PIPE LENGTH OR K+C+W+C'+K'
QUANTITIES INCLUDED IN CULVERT SUMMARY ARE FOR ESTIMATING PURPOSES ONLY.
,L
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vo`=3
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y
STORM D IN DETAIL J~ 'n
aW
o= N
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Wm
F.- N O v 00 — I „11 p w
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I II u u u u u I
04 PI =51+84. 78 -
�� A =3° 53' 15" (LT) r i o a w i 11 ' -- v
N R =I.250 m Z I 'Lb+91 Od M;; z
T =42. 42 m N
3_ 'I u11
II II 0
L =84.81L�m -
GAS
GAS
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ti Q - POT
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a I u v
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n'O +� +O ^mO +20 +O= +iJW +�W +�W +O +O� In+0
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1475 EXfSTA c &Ra o Q Q
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1474 — N o k
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tn STORM DRAIN DETAIL ~ W "'
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r+ �, --- r 1 II L =71. 10 m U
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m 1 I
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m
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