HomeMy WebLinkAboutSID 499, 500, & 501 DESCRIPTION UNIT S I D. S. I. D. S. I. D.
499 500 501
Excavation C Y 2.O&Z 1340 -5- 3
Fi// Material (in place) C. Y NA NA. NA 6"-0"" 40 -OWidth use 7"Parabolic Crown___ Varies S"-O
Water APBlied A-/ Gal
36=0"
_ 2f0 9"
3 AsPha/tic Concrete Surface Course
Storm Drain Manholes (in P/ace) Each41
p th __6 Aspha/tic Concrete Base Course
Extra Depth of Manholes Vert Ft — _ 4 per foot_ r (P/ace in 2 3"Lifts)
e - -
Storm Orain Inlets (ih P/ace) 0
Each 00 0 0 o000000000 00 0
0
� R Curb:'`Gutter
Storm Drain (in P/ace) L F —subgrade
/2"R C Pipe C/ass IZI 48 — — 6"Crushed Grave/ Subbase Course
/5"R C pipe C/ass Ill 84 —
Trench Excavation C Y NA NA. NA
TYPICAL SECTION NEW CONSTRUCTION
Culert DraI49X72 CV1W PlpenA she) L. F — 90 -- ASPHALTIC BASE , S. I. D. 499, 500 & 501
Water Main Extensions(i 9p/ace) L F.
6'CI P/Pe Class 2S0 — 25� — YTµIS WO¢K WAS vLIMIN4TED
8 C I Rlpe Class 2SO — 25, FROM FROJECT HY C4AAI(6E oeDE2
AMD WORK WA5 ACC OM PL-lS1EED
Bedding Material C. Y — S 151I CITY FOeces.
Asphalt Header Removal L.F 66 33 —
AdJust Manholes to Grade Each — — /
Subbase Course Material(inp/ace) C Y 1,170 40/ 26S
Asphaltic Concrete Base Course Tons 1,614 S77 373
(/n P/ace)
Bituminous Prime Coat (in p/ace) Ga/s- /,GBH 5610 380
%
Bituminous Tack Coat (in P/ace) Ga/s. 435 /Z5
i
Asphaltic Concrete Binder eSurface Tons 969 346 224
Course (in p/ace) �1`%
a.bm/Y Lo<ancn
Asphalt Cement Ga/S. 33200 /2259 7,Z48
Combined Curl f Ou/ter (/rl place) L - 3,036 662 727
Concrete In/et Apron (irn place) Sq. Yds 9
Concrete Header (in place) L- F — —
Asphalt Curbing (inP/ace) L L- 56 —
Cast Iron Monument Box e Base Each 3 2 2 NA.c.nT/r.
Cu+b!G"//ram
in p/ace) ]yp"c.FPMS ua
Guard Rai/ (in P/ace) L. F — /00
Street Sign Relocation Each — —
TYPICAL INTERSECTION LAYOUT
-- REVISIONS Februar /g7/ G N /4- 7/ THOMAS. DEAN & HOSK INS INC. S. 1.D. 499, 500 & 501 PAVING SECTION & ETO
BT .IAc DATE IZ-Z�l Z� oESCR A5-Bu-T `O/J"im'-�-ZION PI&fAt--. GATE y ORAwry - LOB NO.. 5
er DATE DES -. — (' DEsicrvs0 W l/V F B.NO. /S2 ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEM AN MO N TA NA SPECIAL DETAILS ,�EETs 2
PATE DESCR. SCALE NO rCa/e APPROVED %�v FILE N
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NEST ND
/n nn - REVISAIONS P. /4_7/ THOMAS, DEAN & HOSKINS INC. S.I.D. 499 NORTH SEVENTEENTH AVENUE
RvC,L /DgrEL-EeCI97/. DESCR. .41-CM.! ATE February /97/DRAWN G.N. —No /S2
DATE DESCR. /—/O Vert DEswNEO W W F.B.NO ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN, MONTANA PAVING sla EE rs
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NORTH
TH AVENUE
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REVISIONS THOMAS, DEAN & HOSKINS INC.
BY DATE DESCR. - __ DATE Fe bi-u�ry/971 DRAWN G.f/. roe ND. /4-7/ _ S.I.D. 4 9 9 NORTH S E V E T E E N T H A V E U E G SHEET NO.
DATE DESCR__ /"=/0'Vert DESIGNED w w D -F.B.NO_.-/s2 ENGINEERING CONSULTANTS GREAT FALLS, MONTANA BOZ E M A N, M ON TA NA PAVING SHEETS3
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S. I.D. 500 S.I. D. 499
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e r/o C�u/ owrE.f�Gc���oesREVI ONS y C SHEET NO.
/97�
����r�� � � ArE Eebruar �PAw� GH oa„o /4 7� THOMAS, DEAN & HOSKINS INC. S.I.D. 49 9 a 500 WEST BE A L L STREET
BY DATE oE. a /"=lo"l%rf DESIGNED WWo. P e no /S2 BOZEMAN, MONTANA PAVING 4
BY GATE sins / SO'Hari Z. APPROVED .?J, ✓- I.L.no ENGINEERING CONSULTANTS GREAT FALLS. MONTANA
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S. I. D. 500 S.I. D. 499
-
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4770
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0 1 2 3 4 5 6 89 10 I 12 13
REVISIONS
DATE DESCR, DATE February-/97/ DRAWN G.H. oBNo. /4 7_/_ - THOMAS, DEAN & HOSKINS INC. S.I.D. 499 & 50a > WEST BEALL STREET
DATE DESDR. / /O'!/ert DESIGNED w w __ F.R.NO. /S2- — ENGINEERING CONSULTANTS GREAT FALLS. MONTANA BOZEMAN MONTANA PAV I N G
DATE DESCR. SCALE /"-SD'HOr/Z. APPROVED FILE NO. 7
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Wes t Co//e9e E'S S/.rteenfh ° v a ° �, S. I.D. 500 INLET D E TA I L
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- - - INTERSIE•CTION DETAIL INTERSECTION DETAIL
- - - -- S.I.D. 5 01 S. I. D. 499
— — -- -
_ - SCALE:I" = 10'-0" SCALE I = 10 -0
3 4 _
R�(!i/DTE/ /9�/ DEsREVI$lQN /r�f� /J3 Dn,EFebruary /97/ DR�wN G// JD9NO 14-7/ THOMAS, DEAN & HOSKINS INC.
�!� f O S. LD. 501 SOUTH SIXTEENTH AVENUE �r� SNEET NO.
DATE DES— t DESIGNED W_wo.^, F.a.No /sz BOZEMAN, MONTANA PAVINGI BY _NJETs eJ
DATE .— sine / =SO APPROVED j� � t _ E No ENGINEERING CONSULTANTS GREAT FALLS. MONTANA
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West College ¢ S INLET D E TA I L
E/e✓ =4d462S o ; oU�v �� � � � � � � �
S.-I.D. 500
V) k'° F Lnroo o a" v S.I. D. 501
64,73
4840 484
26L.F New Asphalt
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Relocate Stop 0
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INTERSECTION DETAIL INTERSECTION DETAIL
- - S.I.D. 5 01 S. I. Q. 499
- -
- SCALE;I 10'-0° SCALE I"= 10'-0°
3 4
REVISIONS S.I.D. 501 SOUTH SIXTEENTH AVENUE cj
q. ogrE DEscq ogreFebruary /97/ GH /4-7/ THOMAS. DEAN & HOSKINS INC. „EErN
y I. OggWN Jo!No.
By DATE DE.—SCR /'=/O'vB/'/. DESIGNED w wo.. F.e.ND, t sz BOZ E MAN, MON TANA PAVING cj D
ev DATE ❑Escq. scqLE/ =SO:S'Or/Z. gnvgoveD — 111E ND.— [ENGINEERING CONSULTANTS GREAT FALLS. MONTANA Ers