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CITY OF BOZEMAN
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WEST COLLEGE STREET REHABILITATION
(S. 8TH AVE. TO S. WILLSON AVE.) J
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QUANTITIES
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WEST COLLEGE STREET REHABILITATION
(S. 8TH AVE. TO S. WILLSON AVE.)
BOZEMAN, MONTANA
e ae j ITEM BID DESCRIPTION AS-BUILT ITEM BID DESCRIPTION AS-BUILT ITEM BID DESCRIPTION AS-BUILT o
N0. OU ANTI
TY --- QUANTITY N0. QUANTITY
QUANTITY NO. QUANTITY QUANTITY o
1 3735 L.F. CONCRETE CURB REMOVAL 4023 L.F. 8 64 L.F. 6' ODE CONCRETE VALLEY 29 L.F.
GUTTER (EXCLUDING FILLETS), 15 13 EA. REMOVE AND REPLACE WATER 13 EA.
2 2480 S.F CONCRETE SIDEWALK REMOVAL 1621 L.F. IN PLACE
VALVE BOX FROM MAIN UP
ATERING X
.16 3 EA ADJUST EXISTING W
REMOVE AND REPLACE F.•
3 8100 S.Y. UNCLASSIFIED EXCAVATION ABOVE 8100 S.Y. 9 15 EA. CONCRETE DRIVEWAY APPROACHES 17 EA. VALVE BOXES TO FINISH 3 EA. Q
SUBGRADE: MILL EXISTING PAVEMENT GRADE Z C
PLACE AND COMPACT RECLAIMED AS- REMOVE AND REPLACE _ W
10 9 EA. CONCRETE ALLEY APPROACHES 9 EA. — O N
PHALT MILLINGS TO RESHAPE SUBGRADE _—_ _ 17 6 EA. REMOVE AND REPLACE MANHOLE 6 EA.
_------- —_
11 1464 S.F. STANDARD 5' WIDE SIDEWALK, 1464 S.F. GRADE RINGS, RING k LID W__ J
4 32 EA. REMOVE EXISTING 32 EA. IN PLACE STORM DRAIN INLETS 18 10 EA. ADJUST EXISTING MANHOLES 10 EA. J ~ UJ-------- — _ TO FINISH GRADE O J O
5 14 EA, STORM DRAIN INLETS, IN PLACE 14 EA. 12 21 EA. HANDICAP RAMP, IN PLACE 21 EA. ---- FJ m
19 1474 TONS HOT PLANT MIX ASPHALT 1472.28 TONS Q >
fi 410 L.F. 12" DIA CLASS IV RCP STORM 410 L.F. 13 3 EA. RELOCATE FIRE HYDRANT SETTING, 3 EA. CONCRETE SURFACE COURSE
DRAINAGE PIPING, IN PLACE INCLUDING NEW FIRE HYDRANT, 6" TYPE S-3, IN PLACE v! W Q
----- -- -- AUXILLARY VALVE AND VALVE (3 INCHES THICK) w CC
7 3735 L.F. INTEGRAL CURB k GUTTER, 4023 L.F. BOX, EXTENSION OF EXISTING
IN PLACE
LINE, AND THRUST BLOCKING 20 3820 S.F. ROADWAY STRIPING, 4" WIDE DELETED 00
-- YELLOW THERMO PLASTIC—
14 1 EA. REMOVE AND REPLACE DELETED FIRE HYDRANT 21 1 L.S.. CONSTRUCTION TRAFFIC CONTROL I L.S.
-- — r PROJECT NUMBER
22 1 L.S.. REMOVE AND REPLACE SHRUBS DELETED 417.022 010 0310
k TREES O S. 3RD INTERSECTION SHEET NUMBER
417\022\0RAWNGS\1.DAC, 1/4
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SHEET NUM�BER
2/4
PROTECT THE
NG TALL SHRUBS AND
MIZE
PROVIDE
AMOUNT F STALK DAMAGEDURING REMOVAL LAND THE NORTH OF THEREPLACED SIDEWALKS. COST OF PROVIDING,
E Legend SCe�@
NOTESSOIL N
CONSTRUCTION F THE NEW SIDEWALKS. PLACING, AND RESEEDING THE TOPSOIL SHALL BE INCLUDED IN THE
S' CONCRETE SIDWALK BID ITEM.
I. CARRY SLOPE OF GUTTER THROUGH INTERSECTION, 5. THE ELEVATION OF THE NEW SIDEWALK WILL BE 9. H EXISTING WATER VALVE BOX TO BE REPLACED w (Before Reduction)
AND SHALL BE DETERMINED IN THE FIELD BY THE ►i
EACH SIDE OF STREET. SEE INTERSECTION DETAIL AT OR ABOVE THE NEW TOP OF CURB ELEVATION " ALL WORK
ON SHEET 4. OUTSIDE THE PROPERTY LINE SHALL BE CONDUCTED IN EXISTING WATER VALVE TO BE ADJUSTED
"'^^"" '^ ^^^ ^� T WATER MAIN Vern 1"�rJ�
ENGINEER. ACCORDANCE WITH THE CITY OF BOZEMAN'S AGREEMENTS w ss — _ N 2. REMOVE ALL EXISTING DRIVEWAY AND ALLEY E 6. REMOVE EXISTING TALL SHRUBS AND REPLACE WITH THE RESPECTIVE PRIVATE LANDOWNERS. pQ EXISTING WATER VALVE TO REMAIN HOrIZ� 1°�rJO� o
Z
WITH 5-GALLON COTENEASTER SHRUBS "
PROACHES AND REPLACE WITH NEW CONCRETE O 16 O.C. SANITARY SEWER UNE
APPROACHES. 10. CONCRETE AT THE NEW SIDEWALKS AND RAMPS SHALL BE • EXIST. MANHOLE GRADE RINGS/RINGS&LID TO BE REPLACED s
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING 7 AND VE EXISTING EMBANKMENT MBANKMENT ISALL SHRUBS AND REPLANT COMPLETED. CONTRACTOR ISTER SIDEWALK BE 4"RESPONSIBLE FOR SHALL INCLUDE COS OF THE SIDEWALKOTHERWISE. THE AND
• EXISTING MANHOLE TO BE ADJUSTED GRAPHIC SCALE
WITH THE OWNERS, UNDERGROUND UTILITIES SUCH AS STORM DRAINAGE LINE
POWER, TELEPHONE, CABLE AND GAS COMPANIES AS TO MAINTAINING THE HEALTHY CONDITION OF THE SHRUBS DURING REMOVAL RAMPS THE REMOVAL AND DISPOSAL OF EXISTING
THE LOCATION OF THEIR UNDERGROUND LINES. THE AND REPLANTING. THE REMOVAL AND DISPOSAL OFEXISTING CONCRETE. ® EXISTING MANHOLE TO REMAIN
CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE 8. REMOVE EXISTING BOULEVARD TREES ( 4 TOTAL ) AND REPLANT AFTER NEW FIRE HYDRANT
DONE TO THESE INSTALLATIONS DO TO FAILURE TO SIDEWALK AND EMBANKMENT IS COMPLETED. CONTRACTOR IS RESPONSIBLE FOR `GAS LINE 1 IN FZET m
LOCATE THEM OR TO PROPERLY PROTECT THEM WHEN MAINTAINING THE HEALTHY CONDITION OF THE TREES DURING REMOVAL FIRE HYDRANT TO BE RELOCATED 1 Inch= 60 fL
MONTANTHEIR LOCATION IS KNOWN. AND REPLANTING. J
A ONE CALL SYSTEM 1-800-424-5555 FIRE HYDRANT TO REMAIN
U.S. West
MATCH LINE WITH SHT. 2 SEE NOTE 9 PROTECT EXISTING m
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR STA. 12+48 BURIED TELEPHONE CONDUIT
■ NEW STORM DRAIN NLET CITY STREET LIGHTING BURIED a
MAINTAINING ALL EXISTING STREET SIGNAGE AND REMOVE AND REPLACE WATER CONDUIT, 6" BELOW GRADE,
SHALL REPAIR OR REPLACE AT HIS EXPENSE ANY REMOVE AND REPLACE VALVE BOX, FROM MAIN UP ❑ EXISTING STORM DRAIN INLET TO BE REMOVED LOCATED BEHIND BACK OF CURB €
SIGNAGE DAMAGE DURING CONSTRUCTION. REMOVE EXISTING VERTICAL CURB 173' OF SIDEWALK, NOTE 5 REMOVE AND REPLACE 15' 1 PAVEMENT CORE SAMPLE
AND REPLACE WITH NEW CURB AND RELOCATED AND REPLACED OF EXISTING SIDEWALK m STA. 23+32
GUTTER, TYPICAL END CONSTRUCTION, �'63-3 FIRE HYDRANT EACH SIDE OF STREET, SEE NOTE 5 _'iX N'j q
1.l ALLEY APPROACH, SAWCUT AND TACK EXISTING ASPHALT
FIRE HYDRANT III I I I I TYPICAL I I I I I I I < COST TO BE INCLUDED IN OTHER ITEMS
m TO BE RELOCATED ; a 15' TYP. REMOVE AND RE L
01 ��SEE NOTE 6 SEE NOTE 7 TREE T 100' OF SIDEWA o, REMOVE AND REPLACE WATERZBE RE VED SEE NOTE 5 VALVE BOX, FROM MAIN UP I H I a I io p
AAeAAA BY C A.B. INLET EL. 4842.77 I INLET L = 4 4 .83 rn a,
— — — 14"w I • • 1•w 4 �_. 14"w — — — —A — — — — — — — —BVf6m �'[
-+ -+ I 14"wr—
—11+00— — -32+00- i13+00— U.S. West—7 4+00. +5�14"ss —1 3 . '— —_ 1 T+ 0 0 14`ss — —18 00 019+w- �. — — —21 f90 — —{ RY Ofi—
- - — — — — — — - - - - - - - - — INLETEL._ 5.17 INLET EL. —4845.11- - - - - - - _ - -gM — — — _- - - - - BEoa
REPLACE EXISTING SIDEWALK RAMP INLET EL. = 4843. REMOVE AND REPLACE WATER 6
I T EL = 4843.48 A.B. I 1
� FIRE HYD A.B.
� REMOVE AND REPLACE MANHOLE
¢ I I SEE DETAIL ON SHT. 4 TO BE RELOCATED s I I I ; VALVE BOX, FROM MAIN UP
¢ i� r TYPICAL AT EACH CORNER �Q GRADE RINGS, RING AND LID `� s
II I �I I I fE 16+22 W. COLLEGE ST. I I I I I I III CL 23+30 W. COLLEGE ST.
'^ REMOVE EXISTING VERTICAL CURB < 14+45 W. COLLEGE ST. n INTS. W/ S. 3RD AVE. 19+98 W. COLLEGE ST.
AND REPLACE WITH NEW CURB AND (A RELOCATED AND REPLACED INTS. W/ WILLSON ST.
INTS. TO CL SIDEWALK,
AVE. FIRE HYDRANT < INTS. W/E S. GRAND AVE. g
GUTTER, TYPICAL PAVE TO EWALKALK, EACH
SAWCUT EXISTING PAVEMENT BACK OF CURB
SIDE REMOVE AND REPLACE WATER o
AT END OF NEW CURB AND TACK VALVE BOX, FROM MAIN UP a
WITH EMULSIFIED ASPHALT, TYPICAL
REMOVE AND REPLACE WATER 0 O
HIGH POINT ELEV-45.40 VALVE BOX, FROM MAIN UP GO W F
NIGH PANT STA 15+71.54 LOW PANT ELEV:44.15
PIA STA-15+72.04 LOW POINT STA-201+05.15 V 1
P'A ELEV-45.70 PM STA-20+18.W �� N
A.D.3 0.79 PM ELEV-43.93 F-�I
K>•380.07 A.D.--0.92 f w S
300.00' VC X-zta.00 n w _
— I 200.00' VC
4850 _ - -_ - - --_ - •a - - - _._ &
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T._EwWAL W W _ _ _ RDO
PROJECT NUMBER
- 417.022 010 0310
- SHEET NUMBER
3/4
lz o0 1 oO a oo N 15 Do16 00 17 00 18 00 0 20 00� 21 00 22 o0 23 00 24 OO
MILL PAVEMENT AND RESHAPE CROSS m
STREET AT INTERSECTION AS REQUIRED TO o o
MAINTAIN THE WEST COLLEGE TYPICAL SECTION z z o
M
GRADE BREAK, CARRY WEST COLLEGE z m z
TYPICAL SECTION THROUGH INTERSECTION o a J
z N a VW D. MATCH EXISTING ASPHALT, SAWCUT o
a z N >w EXISTING ASPHALT TO PROVIDE cn
NORTH HANDICAP RAMP WHERE SHOWN ON I a A BUTT JOINT FOR THE NEW PAVING, 5
PROP, SOUTH PLANS, SEE DETAIL ON THIS SHEET a z? i_ I TACK WITH SS1 EMULSIFIED ASPHALT
LINE PROP. FOR RPT I <a z
LINEAM , CURB AND INLET DEAILS I <W v, s I PRIOR TO PAVING, SEE NOTE 1
REMOVE EXISTING STORM DRAINAGE
C A C I� ICI PIPING LATERALS AS REQUIRED TO
PLACE NEW PIPING OR AS DIRECTED
I ___ BY THE ENGINEER, SEE NOTE 1
1' 5' B B 5' PKI ABANDON EXISTING STORM DRAINAGE
PIPING WHEN CONSTRUCTION OF NEW mj
1 I FACILITIES DOES NOT REQUIRE REMOVAL, w
SEE NOTE 2
��1 l I I 1 REMOVE EXISTING DRAIN
T VARIES I 8' 6' 32 I INLETS, TYPICAL
EXISTING POWER POLE ( A.B. A.B. A.B. I I
TO REMAIN 1 _ —
4 ( PROVIDE DOUBLE I i �
I1 CENTERLINE STRIPING, ALL TREES WATER MAIN, SEE PLANS, NOTE 3
3" BITUMINOUS ASPHALT TO REMAIN, Pc p EXISTING STORM DRAINA E 2
1 EA. LINE 4" WIDE YELLOW �� MANHOLE, SEE NOTE 2 a
SURFACE COURSE, SEE NOTES 2,3
THERMO PLASTC W/ 4" I EXISTING SIDEWALK
EXISTING SIDEWALK COMPACT TO 958 FY _ o
TO REMAIN, UNLESS SPACE BETWEEN LINES I MARSHALL I I STREET
TO REMAIN, UNLESS
SHOWN OTHERWISE I SHOWN OTHERWISE
I y� I ---- ----- ----------- US WEST CONDUIT (7TH TO 4TH), NOTE 3
37t: - --
VARIES B. A.B. NEW CURB &GUTTER e
8%MAX 32• 12 `RCp s o,
REMOVE EXISTING I
NEW CURB & GUTTER A.B I MILL EXISTING PAVEMENT VERTICAL CURB q-p w a N
TO A 6" MIN. DEPTH OR TO yY�
REMOVE EXISTING I THE TOP OF EXISTING GRAVEL _____ _ _
VERTICAL CURB SUBGRADE, REJUVENATE AND -
PLACE MILLINGS TO RESHAPE IV j
NOTES: SUBGRADE 3" BELOW FINISHED —_----- -- _--__
GRADE, AS SPECIFIED. 4W
I 4
NOTES: I NEW STORM DRAINAGE INLET(CURB STYLE)
1. PROTECT EXISTING TREES AND ROOTS 1. PAYMENT FOR THIS ITEM SHALL II 1 I I I INSTALL AT CENTER POINT OF CURB RADIUS
FROM DAMAGE DURING CURB REPLACEMENT, LOCATION A B C I INVERT OF INLET SHALL BE STAKED BY v ?
2. COORDINATE CURB EXCAVATION METHODS BE INCLUDED IN OTHER ITEMS. I I
I I z
WITH CITY OF 802EMAN FORESTRY 2. PROVIDE A WATERTIGHT CONCRETE ENGINEER IN THE FIELD I I I I I I
SUPERINTENDENT TO MINIMIZE8TH TO 7TH 32' 16' 14' PLUG AT ALL ABANDONED/REMOVED
IMPACTS ON EXISTING TREES. DRAINAGE PIPING.
15.5'
3. CONTRACTOR IS RESPONSIBLE 7TH TO WILLSON 29' 14.5' 3. PROTECT EXISTING UTILITIES AS I I REMOVE EXISTING DRAINAGE PIPING AT b
FOR MAINTAINING THE HEALTHY SPECIFIED IN THE SPECIAL MANHOLE AND CONNECT NEW PIPING
CONDITION OF THE EXISTING PROVISIONS. UTILITY LOCATIONS AT SAME LOCATION, ENLARGE EXISTING �~
TREES AND ENSURING ON PLANS ARE APPROXIMATE AND MANHOLE OPENING AS REQUIRED (WITHOUT y l
THAT THE TREES HAVE ADEQUATE SHALL BE VERIFIED BY THE CON- DAMAGING MANHOLE). SEAL CONNECTION N a %
SUPPORT IF ROOT CUTTING IS TRACTOR. NTH A BETWEEN THE NEWPIPING ANDMLE IANHOLE
TYPICAL SECTION INTERSECTION DETAIL M-O--I
NT
REQUIRED.
w
NOT TO SCALE NOT TO SCALE
7-1
CONTINUE SLOPE OF 7]0
GUTTER TO DRAIN INLET TRANSITION
A EXPANSION JOINT AT P.T, TYPICAL
SEE PLAN FOR TOP OF
CURB ELEVATION AT P.T.
B VARIES 5• TYP_ VARIES I -t
j1 a 3
`,, � 1;12 SLOPE 5•_0"
it
�`\ ----- / 0 CURB DEPRESSION 4" Q
�\ f NOTE 2, TYPICAL AT EACH RAMP 1:1 MAX, III%
STORM DRAINAGE PIPING I �lij� •( TURNED DOWN CURB _
I WITH GUTTER, SEE
DEPRESS ASPHALT TO D GRADE BREAK, TYPICAL
1 �i y SPECIFICATION STANDARD VARIES MATCH EDGE OF GUTTER �� s. DRAWINGS 4" CONCRETE TAPER SLOPED CONCRETE
AND INLET I "P
1 C C 6" GRAVEL 3" GRAVEL NEW OR EXISTING SIDEWALK, SEE PLANS PER PLAN VIEW
STORM DRAINAGE INLET, SECTION A-A SECTION C-C (A Z
SEE PLAN FOR LOCATIONS B
------ AWCUT CONCRETE AT EXISTING NOT TO SCALE
TRANSITION SLOPE OF SIDEWALK, SEE NOTE 1, PROVIDE NOT TO SCALE W O
GUTTER TO INVERT OF EXPANSION JOINT AT ALL LOCATIONS 0
INLET GRATE A I A J _
REVEGETATE ALL VARIES
DISTURBED AREAS DEPRESS ASPHALT 7-\ J
WITH APPROVED SOILS g MATCH EDGE OF GUTTER
AND INLET 2'-0" O J Q
AND LAWN SEEDING C �—NORMAL CURB &
A U m H
--
3" R �` GUTTER SECTION W
I
SLOPE TO/FROM INLET TRANSITION 1'-0" MAX. SLO ED I NOTES: I + / 2
U1 ^ = 0
AS REQUIRED TO MATCH EXISTING SLAB 0 CURB E 1. PAYMENT FOR THIS ITEM SHALL BE INCLUDED co W
PAVEMENT IN COST OF HANDICAP RAMP INPLACE. 1" R o W
5-0" Q Sao -0"
MATCH EXISTING TOP OF VERTICAL 2. RAMP SURFACES SHALL MEET DETECTABLE WARN- TOP OF CURB .00 o�Oo,�°moo$�o
CURB, END CURB &GUTTER AT ING REQUIREMENTS OF R OF H A SECTION 4.. TYP- O�o0o0b6
SAWCUT PAVEMENT LOCATION ICAL COLOR OF RAMP SHALL BE BLACK. --------- -
EXISTING VERTICAL CURB PLAN I_ o0ogo
-----------
NOT TO SCALE
EXPANSION JOINT 0
DRAIN INLET TRANSITION FLOW LINE
EXPANSION JOINT 0-7
PROJECT NUMBER
HANDICAP RAMP DETAIL SECTION e—e SECTION D-D 417,022 010 0310
SHEET NUMBER
NOT TO SCALE NOT TO SCALE
417\022\DRAWINGS\4.DWG 4/4