HomeMy WebLinkAbout02- 19th and Main MDT
.
. .
. .
~----
,~~~~#J~~-~ Montana DepartlTlent of TralJ~e()-'!il!~on _ _ [Javid A. Ga/_t, [)!!!clor
_ng __ wlthpr/dr 2701 Prospect Avenue Judy Martz, Govemor
PO Box 201001
He~na MT 59620-1001
l\pr i t 14, 2003
Steve Kirchhoff, Mayor
City of Bozeman
ATTN: Robin Sullivan,
Clerk of Commission
411 E, Main Street
P.O. Box 1230
Bozeman, MT 59771-1230
Subject: CM 50-2(37)88 [4179i
19'fH & Main --, Bozeman
Letting Da te:c : April 24, 2003
Ref: 65-WS
Due to a pending highway construction project, a portion of your
water facilities and sanitary sewer facili tic;, are 1.n conflict
and will have to be adjusted.
The anticipated utility work is 1 P.eset Fire Hydrant, 6 Adjust
valve boxes, 2 water main adjustments and 1 sewer line
replacement for approximately a total project cost anticipated
to be $16,150.00. please provide any requirements you will
require for adjustment of sanitary sewer manhole and water
valves.
For minor relocation work the~ Department of Transportation will
design the adjustment of the water or sewer facilities in
conflict at no charge to the City of Bozeman, hereinaf te;cr
referred to as OWNER, provided t_he work is not In excess of
$25,000.00. We anticipate that the total cost will be
approximately $16,150,00, however, if the total cost of work to
adjust the OWNER'S facilities 1 c' $25,000,00 or more, the OWNER
-.:>
will be charged for 2 ,- u of the total cost of the work and an
,,) -6
additional 8't of the OWNER'S share for traffic control and 87; of
the OWNE.~R' S share for mobilization, There will be no charge for
construction engineering and contract administration, If the
final cost of work to adj u;:, t the water and sewer facilities is
less than $25,000,00, there will be no charge to the OWNEr<.,
Provided you agree, please sign the following certification and
return this letter to us. We will incorporate the work in our
construction contract.
-----~~~~~---~~-~~-----~-~~-----~-~---~-~--~-----------~~---
The City of Bozeman certifi",s that the wate-;r and sanitary sewer
facilities are a public owned facility, and further agrees to
pccrmit the Department of Transportation to desiqn and the
Department's contractor ie. to adjust the faci lities in conflict
.,
with the construction project.
Ulflfty Section, Right of Way Bureau EnglflOcnrlg Divls,on
PhonG: (406) 444.-6080 TrY: (800) 335-7592
Fax: (406) 444-6091 An Equal Opportunity Employer Web Page: wwwmdtslate,ml.us
--- --- -- -- --------.- --- --.---
-- - --------
p .
. .'
OWNER'S 25% share to be billed by the STATE and paid by the OWNER
in accordance with the STATE'S Accounting Bureau
billing procedure. The billing by the STATE'S Accounting Bureau
will be for the OWNER'S share of actual construction cost based on
actual bills as furnished by the contractor for all water and
sewer line project work including the 8% charge for Traffic
Control and 8% charge for Mobilization of the OWNER'S share,
The OWNER agrees that if the final cost of the work 1S $25,000,00
or more, the OWNER will pay the State 25% of the total cost of
work and an additional 8% of the OWNER'S share for traffic
control and 8% of the OWNER'S share for mobilization.
If the final cost of work to adjust the water and sewer
facilities is less than $25,000,00, there will be no charge to
the OWNER,
The STATE will stake and OWNER will inspect the installation of
the new water line and sewer lines. The STATE'S contractor will
chlorinate and pressure test the new water line,
It is understood that the OWNER agrees to inspect the adjustment
of the facilities during the work. Upon completion of the work
and acceptance, by OWNER, all responsibility of the Department of
Transportation ceases,
~ ~ \ - Ci ty Manager Apri 1 21, 2003
Owner Signature and Title Date
LJwJJ~
Walt Scott
Supervisor-Utility Section
WS:kap
cc: District Administrator - Butte
Rob Bukvich, Utility Agent - Bozeman
Suzy Althof, Contract Plans - Helena
Dave Jensen, Financial Management - Helena
Engineering Officer, Utility Section - Helena
Date: March 1, 2002
Approval of agreement content by MOT Legal Section
2
. Montana Department of Tranportation
. < .
~ . . ~..' .1..', ,...\1' ,..
Preliminary Estimate
Project Title: 19TH AND MAIN ~ BOZEMAN __ Prepared by: ,JRF -.".
---- .__._...._----~- --- ,. ----------- ---
Project Number: CM 50~2(37)88 Date J;:muary 29, 2003
-N/A--- ...-.--.---,.. BOZEMAN
Project length: location:
------. ---...----.. --- -.-..--- -----.-...--- .---
Des, Super. Approval: -----. - ___ Type of Work: -.-- -----... ----. ---.-..-
Project ConL Number: 417Q _ DA Approval.:
.------ - ---.----.-.. _....___..._"._ ___n_.. '.____.._.____...___
",., ,...<' : ,...',.',.,"...... ",' ,;.< .,..,;:':!..,.c:;.'<;. ,'.,,'.'" .,...,..,',"., ,'" . Average Bid ~rices .,.' ',"','.,',.,',., .,District Unit Prices' ,.,',
. <.lteJ1l.,,::'I.' Quantities "'.'':'> """,'...i. ."'Unit" Unit Prices . Amount. 'UnitPric:es -- .', ,Arhount'
Number. "i'-:'>"".,".",.. ,',"'<C:" ',",', '.' ".'..,'"... Dollars .,' :Ooll;Olrs' I"" Dollars --, "<Dollars'
' "
10;;100000 0_9 tJU.JcTOP STAKING CR Kf.1 $1,50000 $1,350_00 . $1,360_00
203120000 5094 F.XCAVATION-STREET MJ $1R-30 $93.220_0~ $9.1,2~'2:.QQ
2072Ciilooo -
2445 EXCAVATION-TRENCH M1 $10,00 ~24.450,OO $24,450_00
20nooooo f.1-3 $1750 - $8,08.5_00 ., $8,085;,'2Q
462 BEDDING MATERIAL
:\0 1250000 1420 BASE COURSE GR SA M:I $1.1.S~.~ $/15,401_00 $115.40100
r----1!J 1440000 _ /115.7 GOVER MA TERIAL GRADE 4A , MT $21,70 $2~5'1600 $2.~(1)_00
$lJsq. ._-~
JO 1 (110000 /871 SPFCIAL I:JORRUW fv13 $15,904,00 ~. $15,90400
401llROOOO 1773 p"LAI<n MIX BIT SURF GR S MT S 13AO $23,758,00 --~~
HYDRA TED Llfv1E MT $lO~,OO $'2.59200. --
401200000 24 ... - - ,,- __~E.~
402097000 106, '/ ASPHALTC~MENTPG70~U MT $22-3.00 $23,660_00 $23.660 00
-.- 402200000 EMULSIFIF.D ASPHALT SS-1 $238_00
1lJ9U L $0,14 $238,00'
---402225000 EMULSIFIED ASPHAL T CRS-2P $22000 $3,718_00 ,--
16,9 MT $3.718_ 00.
--41iOUQooo 322:; COLD MILLING M2 $0,90 $2,903.00 $::,903_00
fo02010000 189 F~EMOVE PIPE CULVERTS M $[;000 $9.450_00 --~'.450,00
60-3'~430JO 124 F,CP IRR JOO MM CL 3 M $150 00 ~ 18,6QO,00 $18,9~~
61l14445-30 35 RCP IRR 450 MM CL 1 f.1 $155,00 $5,42,'i,00 _~~4~
'"
_9034460_~2 15 RCP /RR 600 MM CL 3 M $/7000 $2,550,00 $2.,~50,OO
60:)518530 220 RCPA 1855 MM CL 3 M $'JOO 00 $198,000,00 ~-_& $198.000_ 00
, --" - $18,000_00
604040000 3 MANHOLF-SPECIAL DESIGN EACH $6,000,00 -~-~ $18,000_00
DQ'-/260000 2 INLET-DROP-SPECIAL DESIGN FACH $2,500,00 $5,000_00 $5,01J0_00
-~(jOOO SIDEWALK-CONCRETE 100'MM $-3800- $22.576_0~~, ---
594,1 M2 -- $22,676_00
-~OOOO '14_2 SIDEWALK-CONCRETE 150 MM M2 $40,00 $1.768_00 - -$1.768_00
--, fl09000000 CURB ,'\, GUTTER-CONCRETE - $64,00 $31,4/5_00
491_8 M $31,475_0q
G0010001l0 1466_2 <;:~RB.CONCRETE MEDIAN TYPE M $14,00 $20,527_00 $20,527_00
G lOJOOOOO 1545 SODDING M2 $220ij- $33,990_00 $33,990_00
614000000 60 RETAINING WALL M $12000 $7-,-200,00 $7,200_00
620001000 2.51 STF~IPING-WHITE EPOXY SOLID KM $35;; 00 $891.00 $~~
620002000 1,29 STRIPING-YF:LLOW EPOXY SOLI KM $3/1l00 $477.00 $477.00
--li;>0002100 STRIPING.YL EPOXY BROKEN R $90,00 --- $129_00 - $12900
1.43 KM . , ..-
62001OIjOO 130 STRIPI~IG-WHITE PAINT L $2,10 $273.00 $273_00
G20020000 55 STRIPING-YELl_OW PAII<IT L $2,10 __!116-00 $116cqQ
--8%0.,0000 - ~~-'~
224 ,':"I(JPDS 8',:iYMROI S-WHITE PAI~I ,.._._ 1_ --.- ',lfi 00 $3584 00 , $3,584,OU
----- ---".. 'C-- "-~~ .~
__o}OO4ilOg,0 2.11 CUREJ MARKING-YELLOW $9,00 $2,079_00 ,- $2,07900
li21030000 1 HEMOVF. DROP INLETS F:ACi-1 $800,00 $800_00, $600_ 00
621 2-3U'OQO -, RESET FIRE HYDRANT
1 EACH $800,00 - $800_00 !~
b21412000 -6 ADJUST VALVE_BOXES ." EACH $225_00 $1.350_00 ... $1.350_00
1--. 6214-30000 3 AD,IUST MANHOLES EACH $475,00 $1,425_09, $1.425.00
401100000 /3_1 OUST PALLIA T1VE MT $90_00 $1.179_00.. $1.179_00
I) INLET,CURB-SPECIAL DESIGN EACH $2,500_00 $15,000_00 $15.000_00
1----- 2 INLE-T.FIELD-SPECIAL DESIGN EACH $2,500_00 $5,000_00 $~~
126.5_3 CONCRETE MEDIAN CAP M2 $38_00 $18.081_00
60 RAILING M $1?,0_01J $7.200_ 00 -.. -
134 RETAINING WALL BEHIND SIW M $80_00 $10,720_00
--- 1 1Q55x 11<15 RCPA FE TS & TRASI-I RACK EACH $I~~OOO _S,!,!90 00 ,-- --~,._.
---
2 AD.JUST eXIST INLET t:ACH $600,OIJ $1,2UO,1J1J -
2 CONNECT TO EXIST MANHOLE EACH $800_00 $1,600,00 --
1 SEWER REPLACEMENT LSUM ,- $8,000_00 $8,000_00
189 REMOVE AND DISPOSE OF EXIS r SO M $60~00 $11.340_00
2 WA FER MAIN ADJUSTMENT LSUM $3,000,00 $6.000,00 $6,000_00
1-----" Subtotal $721.760_00 $632.519,00
.~)C1^J .. Mobilizrltion $36.08B,OO $J 1.625" li7;
Subtotal $7:j7,848_00 .-- '- $604.144_05
0% .- fraffic Control $0,00 $000
0 Traffic Control Device" Urllt5 0_00 $0,00 $O,(j(j
Fli1( ,nen --- ..'------
0 Hours 000 $0_00 $000
0 Pilot Clr rlours 000 $0,00 $0,00
~-" 5% C(H'I~tn..l;;lion Enqineerinq -- $37,802.40 ~.,.~'_. _~30,20,(25_
--_h 5% Cantinqcncv $37:89240 .'?~~ $13.207,25
Total $R33',63280 $730,S:',8A'j
Pllqe 1 of 1
DESIGN DATA
MONTANA DEPARTMENT OF TRANSPORTATION A,O.T.= 1e99~ moo
A.O,T, = 21100 = 2:!,6oo
- A.D,T, = 2020 = 36,400
D.H,V, = 3,6MJ
"" FEDERAL AID PROJECT NO. eM 50-2(37)88 D = 50/50%
~ ~ T. = 1.5%
~j..,
Ii: '< v. = 70 KPH
~~ GRADE, GRAVEL, STORM DRAINAGE AND PLANT MIX SURFACING ALL TRUCKS =
. ~ ;:; Kg ESAL'S=
i~ 19TH AND MAIN - BOZEMAN LETTING DATE-
~ GALLATIN COUNTY
PROJECT
J' J'/, LENGTH 0.8 kilometers
('-1,.-~ ('-1,.- ~
s' s s S SCALES
0, Ox 0, 6'x
<? 0 <?, 00 VERTICAL: 1: 1
'..T;> c: 0 J> . 0 HORIZONTAL: 1: 10
./ 0 ./6' 0
6'6' -1,.-, 6' 1t., CROSS SECTION - HORIZONTAL & VERTICAL: 1: HI
'11V 0- RED un D PRI NTS 0 N E-HALf OR I GIN At S GALE
J' J' /' ALL SCALES ARE APPROXIMATE
/' THIS PROJECT P 1-90 CONTRACTOR FURNiSHED SURFACING SOURCE
R. p, 87+9. B4 TO R. p, 88'0,2 i
'-j, R: ) C;-IARLT; \, Vo ::-,1 \ I:, ,::! -:.:, @ ;\ J-
\ x, _ I "I I,'.-'L, ,,,I I" 90 '-
\ ': ST. ':,:' I::V :::1 I:: '
~ ,~~__~~,~~~~~-~~~~_~~~~~~ ~~~ ~ F,',U 1204 ",I I.,' ",I I:, FAU 120~ PEACH
1'::- - - - - '\- ~',',' , ,,_' DLF5T8j, .~ -:------.---"R:JAD --- - - "W r'c' I
I,', " ,,'I I,,' >---' -
" 'w ._ I..JJ .. Ll.. <( l.Cl
1,0' I "I I". > '; W > ec > f------=- ~f- f----
1": .. ::'1 :::' ~ <( ~ ~ l.L.2 LW W <: 2=
i-:' J '.: I'" 0 ~ ~::: ~ ~ ~ ~ Z l..O ~
;:" I "I , ~ -=:=. ~:- <( Z ;;
I," >I a: O. ", {"'.." N ~ ~ .I.:r: - VILL Me:;. z '
I.,' ,11,1 a! 1", a -- ~ ~ ~ ~
I'" I 0.,1 ' ,. Z Z NZ ~ - - Lfl TU' I I-
I.:: ,;-:=--~:l-~:~' I,' VI Z Z Z - ~ ~:; B",',LL
",.,,'1 I' .f!;: ;,,' BULL ST we
" ~'<( I,,' / ;; LAMME z
;,':1 l ;E I::" 0 I r-
STA. 13+50.00 19TH AVE "'/ { X] I,,' I :::' ~ Z Z 2 :;; ~ !eENCENHA L , ~
~CM50-2(37)88 :::;:, /w ~ \ I,:,:: !: '1.1'\ z 'lJ~,_;og, Z ::;:FAU1206 .;:JL
<=> "" " II >- I , FA P rv MAIN 5 T W k-J_" "'-
I- -+ II I I i./1I
U . _ __::: / \<' !::, '2 I _, 2: '.~
w,,-: ---: ,,/ 'Ii F~L'~Loa N BA:lCCC, L2 U
PLANS ?RfPA'lED BY, ~ ~ III:, ,,;'c-,;-::I, :.-,' X1'~::--:~ '/ I /0 p, ~ ~ w:owe W "c
L..L _ /, ,I ,I" w::'-J > -<:(> >
I 0.... ... J I." "'I I. ~.- -._ _...1_:> 0 <;( <C <( ....... -<( <;(
TD&~' ,~ V1 ~ II I:: l' ':,1 fPl,:'-- - ~ II 1/1 l "'\ :::' W O~IVE W w
_ _ 0 , 'I ' ~ ~ >- >-
, I + ':: ',~ I:: I ~ :2 ~ w CUR T! S ~ <( v)
I r !- . /" " ,0 ( '
THOMAS,OEAN & HOSKINS,INC, "-: STA '0 80 00 19TH A"E (- :,:15 :', /~ [KYh 5T '0; ~'~ :;' > N
1100 25TH STREET SOUTH "'. , + , v' 0, ~'w '- ' '"' '"' "'-" 'Ii K JCH "'-
GREAT FALLS, MONTANA CM 50- 2 ( 37 ) 88 I ' ':: ~ :' '" ~>:, we = I I COCP"R e:
:.w-6761-J010 __--',', ',", a \ > 6~ ~ ~.~RX. MONTANA
I ' , , , '" , - - - co \ . < D E PAM T M : N T D F T RAN S P 0 ~ TAT 10 N
:;: ~ \ 'II S JR....
< !>.., ;3 N', il,.....t:. ArPAO'....::D
i:; 'OJ R E LA TED PRO J E C T 5 @ Vi . , LJ 'Ii, , htrKERCCN
~>-~6J 101:~ II I I ':...c:. ~I~ II 20_
wCC:'-'JQ .....) _ \. u.. r- I- ~ I--- I--- .- I--- 0::-
___ ~!" 0 j > 'Q'" I"J '----' ,..... I";:'L'1 ""T" rr: DAV'DAGALT
~<::Q::; cr:: < - - . .
- '" Ct: -, ,Q I , I I ~ W AL ",J E R 5 IN ",-U-1- OIRECTOR OF TRANSPC"TA110N
1:".....--<:(0....1,'- Cr-~---,," ~I--- 1-= ,.....--:~~..... r::';
~g;,~d:! UU 121:' \ L',"~' I V' OJ)~' c, - ,'" '"'N ~_ ,-,DE
" - - - 'h u.. - eeL E'J:' ::; ~::::;. f( BY
i~ W ... ,:JL_E:E 5T FAJ 1210" TRAFFIC ANO SAfE'"
o i ENGI~EER
'" ~ rarme~ I Ht.R c:ntoJ
~ I u_s. DEP.ARTME~T OF TflANS-POATATlON
g _' 1 ;:; ,_ fEDEPAL hiGHWAY ADMINISTRAnON
""t)~ Q:.f1 C' ' - L'J CL ::Vt-' ,~.ND
~!......._;:; ASSO:I.ArED PROJECT ~ ,I R. 5 E.
. ::':1O - 3 A G R E EM' N r N U ... . E , s (I) " . 'C", - "", I. _ 'T', " APPROVED
-1'-[.. Y I .--- " " ",'" 'N l<H ~'!r
" ...,!"~ 2 ! 0 - T 'TE
~ ~jQ H /'N & I.e. eM s.o-2':37I&8: 0 J ,oJ, '1
',,-''l t : I' B ZEMAN '~I""'~~I~Y '-'OF" --- --
~ C:!Q P. -::. eM 5O-2!37:.BB J I '-' ,~c.... - . ',"" ".... '": ! n -:ElliS.ON ADMINiSiR.ATCR OATE.
CONT ROL N.D. 41 1!!-
I ST ATE I PROJECT NUM8E R I SHEET NO,
I MONT ANA 1 eM 50- 2 (3 nBB I 2
TABLE OF CONTENTS
NOTES
~~ ROAD PLANS SHEET NO. PLAN & PROFILE SHEET NO.
"...
~~ BASIS OF PLAN QUANTITIES
~<t:
~:t TITLE SHEET i MAINLINE 2 1- 22 (QUANTITIES FOR ESTIMATING PURPOSES ONLY)
'"
. "''''
"''''
"'''
So'- TABLE OF CONTENTS 2 COIof', AGGREGATE WE1GHT , 2200 k1l0~roms per cubic mete~s
S...
'" COIof'. WE IGH T OF PL. 1oI1T. BIT, SURf. ' 22 B 7 kllo~~ oms pe~ Cubic me t er
NOTES 2 ASPHAL T CEloENT , 6, OZ OF PL, 1oI1X Blr, SURF,
BllUloIINOUS .....1' L ' 1. 02 kilo~~oms per liter
LINE AR & LEVEL DATA 3 HYORA lEO l'loE ' I, ~7. OF PL. 1oI1X alT. SURF,
DUS T PA.LlIA liVE :. 1. -4 Eitel"' 5 pel"" SQuor-a meta....
TACK: 0.23 Kt-e1"'S per &QuOr'e me-ter
CENTERL INE COORD INA TE TABLE 3 SE....L : I. B I1te....$ pel'" sQuare meters
COVER = 14. 0 xiloQl""oma per- SQUore meter- 5
CONTROL TRAVERSE DIAGRAM 4
TYP ICAL SECTIONS 5-8 APPROACHES
SUMMAR IES 9 - 1 1 ALL APPRO ACHE S Wit. L aE PAVE 0 WITH gOmm PL. 1oI1X, BIT, SURF, ANO
oj ISOmm CRUSHEO aASE COURSE F ROlol BACK OF S IDE WALK FOR F UL L LENGTH
:;;
cn~
:;;<( wnER fJAIN ACJUS',~ENT
"'... MONUMENTS AND MARKERS
UlZo aLJElCP 5TM ING 9
~~~ CURB 9 FURNISH AND INS TAll ^LL lo()NUloE NT BOXE S. CONTRAC TOR'S REGiSTE RE 0 LAND
~tr.i~
-'r-- UTILITY PLAN SURVEYOR TO STAKE TH€ L OCA T ION AND SET THE PUNCH ~ARK IN THE
z~- ~C ,'!'.-\1 ::CNCRE TE CLR8 9
<(u..~ r.(JNUloE N T S, NOT IFY PROJECT E NG INEER BEF ORE 0 IS TURB ING r.(JNUloENTS.
w ... S I,JE HAL':;
0...-
-<(
Ulw CITY Ui IL ITIES ~
<(0:: PLAN UI
::;;'"
0 PA'IEfJENT MARHNGS 3
:I: MISC. ITEMS TO BE REMOVED
... _~ET..l,-NNC WALL ~
ifl... saoc NG 10 r.(JVE OR RESET CITY Oll'NEO SIGNS, loED'AN CURBS. GU1DE POSTS. AND OT HE R
Gf":t.DING 10 1oI1SCELLANEOUS ITEUS NOT SHOWN ON THE PLANS WITH TH€ APPROVAL Of
-g,- THE ENGiNEER. NEATLY STOCXPILE CITY OWNED SAL VAaL E ITEt.IS
CClL 0 MIL LING 10 A T THE BDZEW,N PUBLtC WORK S C OIof'L EX. DISPOSE Of NON- SAL VABL E ITEt.IS
ACiD IT 'ONAL GRAG-N-;:' In AT CON1RACTOR EXPENSE. WIlH THE ^PPROVAL OF THE ENGINEER,
SAL VAGE RE r.(JVED DROP INLE 1 GRATES TO THE CITY OF BO~E""'N AND HAUL
~ 'S TOR ~ 'JR A IN 10 TO THE PUBLtC WORKS COt.f'LE X.
SAnCUT ASP't-IALT '" ELECTRICAL PLANS CITY OF BOZEW,N CONTACT' STEVE ROaBINS SB. - 3200
~ SEWER REPLACE~t~T 1C
~ SL;RF.ACIt-..-G li PLANS E 1 -E 10 CURB RAMPS
AGO IT ICNAL SURF ~C ING ;1
PROV10E CURB RAIof'S AT ALL PE DE Sl R IAN CROSS tlGS A I STREE T CORNERS. INCL UDE THE
COST OF CURB RAIof'S IN THE UN IT PR tCE BID PER SOUARE loE TER OF CONCRETE SlOE WAL K.
SAW-CUTS
.....KE ALL SAW- curs SHOWN IN THE PLANS. OR AS OIRECTED BY THE ENGINEER.
DETAILS 12-20 INCL UOE COS IS Of SAW- CUTS IN THE UNIT PR ICE BIO PER T ON OF PLANT 1oI1X
B ITUloIlNDUS SURF AC ING.
I CROSS SECTIONS
11 UTILITIES
I MEOIA~ CETAL 19TH STREET 1 - 16
CONTACl UT IL ITY COIof'AN IES FOR CONF IRloIA T ION OF ALL LINE 5 AND SERVICE S BEf ORE
.'lETA:N'NG .,'L. CET,'-iLS 12 EXCAVAT ING. THE PHONf NUl.IBER f'OR ONE CALL IS 1-800- ~l4-5555. ALL CLEARANCES
DR DEPTHS PROVIOE 0 fOR UTlLlllE S ARE ,ROlol THE HIS T ING GROUND UNE,
S T CRM OR ~ N BE 00 :NG G~ T,!. ;L- ~ 3. MAIN 17-22
AO.~ ,::;:AMP JE H.lL "
6:;1 >- R IS, R M'-~'IHO,-E DEl A L 13 TEMPORARY EROSION AND SEDIMENT CONTROL
CC'" REF ER TO SE CT ION loa OF THE r.(J T DE TAil DRAWINGS 119~~ lot: TR IC EDIT ION)
~s~; CJR6. JRJP &. ;= D_D INLET eEl ~ILS 14 WA T ER POL LUT 'ON CONTROL )'ND S TREAloI PRES€RV AT ION
<: ~L.... t.,~IA R ....,~lP 0::: s IGr~ I S, IE
~~Q::~ CLEAR ZONE
........, '" CL ::,. MEGIPl '__~"":::L T CET_~.llS I 7' ~ i'~
~ ~f~ 2c STO::;:t...I OFi...l,I:--.! :;C THE CLEAR ZONE OF THIS PROJECT IS 5.0 meters FRO~ THE EDGE Of TRAVEL LANE. TREES
'" F PRACTICAL, LOCAlE UNSH~LOED OBSTACLES BEYOND THE CLEAR ZONE. NOT 1ft THE ENG 'NEER BE> ORE D IS TURB ING ANY lREES.
"-'
0
g;
c: COLD MILLLlNG
CON 1 RACTOR TO DISPOSE OF ALL ~IL LINGS.
I
T STATE I PROJECT NUMBER ISHEET NO,
r MONT ANAl Ct.l 50-2 (37 188 I 5
TYPICAL SECTION NO. 1
1 SOUTH 19TH AVE.
"'",
....1 I
>-., u'
~Q ..,1
-', 4,05 m .1
>->- ~I'
",,,
...>-
..", 11,16 m [L, ,I, II. 16 m
~:r ;1 I ,
In I I
..., 10.56 m 10,56 m
"" I -l 1
..'" o. 51ri~,~J: I DUST P....LL AT IVE & TACK 1,00 m
';0>- DUST P....llA T IVE &. TACK, I L 53 m
'i~ SIDEw....lK , I SIDEWALK
1. 7 I m 3.30 m 3.30 i-n 2.70 m I 2, 70 m 3.30 m 3.30 m 1. 7 I m
, ISHlD. DR IV ING LANE DR IV ING L tNE TWO W....Y LEFTI TURN lANE DR IV ING lANE DR IV ING LANE SHlD]
5: I ;
i I 1 L/rROf IlE GRADE' !
I ' FIN ISHED GRADE I 2%
2%' 2% ; I j 2%
6: I
~ i'--."'- I t '-. <-. j L 100mm OR 150mm AT DRIVEWAY
'," . '.":' .'.:: .'..... :.....::...', :'.:',: .'.:' '. :-,::'. .:,:'. .:.',:: >.'.: ::1:,'. :'::', :':.,'.:J:'f.:: ':':'.:: ::,:.':': :::'.': :':;.':': :':'.:. '.:':::":':':: :........': :... ':'.:: ':':'.:: '::'.:: >.',:: :'.':: :.... '. :'::',', "':',' '.'.'.' . ....' '. '. ','.::'. .', '.:' .'.' . ,'.' '.
~ I.... .... ....: .... L~m ~~ ~;:~~o~i~X~~ 5ed. .. .. . . .. ....... .......>>1 - 50mm CRUSHE 0 TOP SURF AC ING
""Cl
h<<
<:u
~
'--- 2% I 2%
t I r 1 r STA, 10+80.00 TO 10+82.75
I
SURF AC ING SE CT ION DES IGN BASED ON I STA, 10+82,75 TO 11+09.89 TRANS. TO TYP. 2
U THE TOP O. 6 ~TE RS OF SUB GRADE I
:.:. HAV'NG AN R-V/,lUE Of 3D
ui~ QUANT IT IE S
:.:.<>:
"'>--
"'20
00-
:J::Eg AGGREGATE B ITU~INOUS MATER IAL
o(S u) ,:;
-" ~ UNIT UNIT I
z<.- COVER PL ANT CR, BASE SPEC IAL ASPHAL T oUSJ SEAL TACX
~~~ l.IlX C OUR SE PORRO" CE~ NT PAL LA T IVE
0>---
-<>: AREA squore meters 2.5]' 7.6G4 10. 37B squQr" a meters PER 'S 1 II. T ION 2112 2112 ~ II ~
"'w
<>:a: cubrc metal'" 5 PER S r,6, HON 253. , 166.4 lon.8 tans PER S TI. TlON 34,71 3.02 3.88
::;'"
0 tans PE R STAT ION 2S.6 579,5 liters PER STI. T 'ON 4a6
:I:
l-
if!"-
-g3- TYPICAL SECTION NO. 2
o>j
Q SOUTH 19TH AVE.
E-4 .....1 I
'UI I i:
w' 2.81 ....
dl. m .1 a:
II. 18m g:i pt. I 1,92 m 1
10.58 I ,I, I t. 32 m E
m '1 '"
" DUST PALLA T IVE &. TACK VAR IES d
O. 50 m 1.53 m DUST PALlATNE &. TACK I~ ' I E 1.53 m t. 00 m;
4.09 m ,I ;;;
SIDEWALK i~ , SIDEWALK
1.35 m 3,33 m 3.32 m 0 I ci 4.39 m 3,75 m -rrl
SHlO. DR IV tNG L ....NE OR IV ING lANE T I i DR IV ING lANE I DR IV ING lANE . SHLD'I ' .
5: I ; 1 i
! I i /~~N~~~lD RAOE~ I
i I RAOE I I I -2% ]
2% 2% 1 r, . " -2% ! -2% 6: I
, ' ~ .. ". L 100mm OR 150mm AT DR IVEWAY
I':':: :...,:'-.:. :......:.:.: ::'.:.:::: ~', ': :':::<:.:::....:::': :""-;'.: :"::".: ': '.: :'.':: "::-"'. :':::, : ':':'.,:....<': :!':' .::: ::<::. :::'.': :.::::..:':::....f'.::.:..'.':..:: :...:-:.:: "":'.:,,:: ::':'.:': ::':...:: ::':'.:: :.::...: :>:'.: :':::, ...:.:::.....:.:::..:>': :....:...:: :,,>.': :":':'.:: ::'.:.:: ::':..': ': '.::,..: :'-::::". !
i ' " . , ; j- 120 mrr Plant l.Iix Bit, Surf. ------50mm CRUSHED TOP SURFACING
, I L-- 3~5 mm Cr. Base Crs,
>- >- LL 465 mm Special Borrow
c:a :::::::J).....
I ,~ 2% I .1, 2%
~~l-~.; " .
~ ~j5-~ I I
~r ' SURF AClNG SECTION OESlGN BASED ON
C:;.q:-~l:;::
Uj a:: '---i-cJ THE lOP 0, 6 ~ TE RS OF SUSGRAOE
Cl Cl ,<,0: HAVING AN R'VALUE OF 30
~CC) QUANTITIES
'"
cr; STA. I 1+09. 89
:0 I AGGREGATE BITUMINOUS MATERIAL ST A. 11+09.89 TO 11+39.26 TR....NS, TO TYP. 3
c: I
-i5 ~-v: UNIT ! UNIT
ci! "--"-- COVER PLANT CR. BASE SPEC IAl A SPHAL T DUST SEAL TACK
~ '. ~tX COURSE BORROW CE~NT PALL AT NE
~l6~ :3 AREA 5~ucre mSTers , 2, 028 7.933 10.742 square mater-s P'E.R S i AT lON 2 r 90 21S0 ~Iqo
--,......... .. I
~166 2 cubic meters P'E.R S TAT ION 262. 8 793, 3 t074.2 tons PER STAT ION lG.OG 3, 13 '.0 1
,.-........ .. tons P~R STA nON 30, 7 Gel. 0 I liters PE R S TAT ION ,04
./-Ji'r', _j
L....J.2&
PROJECT NUMBER SHEET NO,
CM 50-2 (37 IBB 6
TYPICAL SECTION NO.3
SOUTH 19TH AVE.
!i;..
~~ I ~
5: ~ I 0::
;:0:
:!!a> , 10.44 m ,'. 16.50 m , i
:: ~ 9, 84 m I 15,90 m ~
~ :: 0, 50 m I. 53 m I' DUST P ALL A T II'E &. TACK E' I' E OUS T PAL L AT II'E &. TACK 'I 0 00
~.. 0 0 I'ARIES I 1.53 m ,1. m
Q SIDE WAL K '" I '" ' SIDE WAL K '
1.35 m 4.14 m 3.60 m 0 1.20 m' 0 3.60 m 3,30 m 3,30 m 3,60 m 1.35 m
SHL D. DR II' ING LANE DR II' ING LANE L T TURN LANE DR IV ING LANE 0 R IV ING LANE RT TURN LANE SHL 0,
I Ii PROF IL E CRAOE'
, , ,I FIN ISHED CRAOE
'2% 21.' , .
I , '.' . ,'. - 2% - 27. - 2% 6: I
100mm OR 150mm AT DR IVEWA Y ----= ':: '. ':",::', :'.:: '::',,: :'.:.::: :.:...: :':::.'. :.:::....:.:': :":'.:,: :::':'.:: :::'.... ::.:::': :':::. .,....:..:..:. :}::':.,:.: ::':..':: :::':: ,:':::.:::'::J.","":: ::...:::: :::'::.: :::',:.:: .:.:'::: ::.,:,':': ::.:::: ::::'<:"::': :':::. '.:::::. '::':: ::.:.:.': ::. ':'.::'. ':'.:: ':'.::: ::.: :': >.'.:: :,:.'. '.:: '.'. :'.: '.' .....' ,','.,.'. >,:',',::. .'." .'.
50mm CRUSHED TOP SURFACING . '. ..,.,..... ' '. . . " , 120 mm Plant MixlBit. Sud. . "".', '. " '. ."..,.....'...'..:'....,.'....:....:'.....:':...,
345 mm Cr. Basel Crs. I
465 mm Special Barraw
2% 21.
I '
SURF;,CING SECTION DESIGN BASED ON I 51,0,. 11+39,26
~ T~fvl~~P A%' ~_~~I~~S O~f 3~UBCR;'DE STA. I 1+39,26 TO I 1+19,37 TRANS. TO TYP. 4
'<(
~~ QUANTITIES
"'ZO
0_:;:)..--
:I:::;; 7 AGGREGA T E BITUMINOUS MATER IAL
0:5 '-
z ~ ~ UN IT UN IT I
-< <( <0 COVER PL ;,NT CR, BASE SPEC ';,L ;,SPHAL T DUS T SE;'L TACK
w "- ~ ~IX COURSE BORR". CE!.ENl PALLATlVE
01-- .
.<(
~ ~ A.REA squar--a meters 3.0.139 '3.2'56 12.521 sQuare meters PER ST"TION 2'5104 2514 2'514
::;: '" cubic meters PER STATtON loa,9 925. a 1252,1 tons PEA STATION 4,.l9 3.6B 4.13
~ tons PER STATION l6. , T06.5' liters PER STATION 592
f--
,,-:1-.
1,,~, _
~
~ TYPICAL SECTION NO.4
E=: SOUTH 19TH AVE.
'"
"-
c::
14. 75 m 16.50 m
14,15 m 15.90 m i.!;
0,50 m I. 53 m DUST PALLATIVE & TACK .;.; I DUST PALLATIVE &. TACK VARIES 10 1,53 m 1.00 m
. SIDEWALK '" '" SIDEWALK
I 1. 35 m 8. 45 m 3. 60 mol. 20m 3. 60 m 3, 30m 3. 30m 3. 60 m I, 35 m
I I I', sHLD. DRII'ING LANE DRIVING LANE: , L T TURN LANE OR IVING LANE DRII'ING LANE RT TURN LANE SHLD.
I, 1 PROfiLE CR;,DE'
S: I I : 1 'I ! I ' ,LNJSHEO CR ;,DE 1
21. 21. I ,~" I -2% -21. -2"
-, " 6: I
j'.'.' ,'.
IOOmm OR 150mm AT DRIVEWA y.J i":,, :-..:',:,: : .:.'.:: :.....: >:.'. :':: ','::'.: '... ',':::'. :".:: .:.:' ':: ::,,:: : ::::'. :':::. '.:::: :::':::: ::::"':: :::'..':: :::...<:::.:?J"'.:".: ::.::..,;: ':'.:.:': :::','" }:.:: :':::.,:.:::,::.:,::: ::'. """: ::.::..': :::':'::'. ::':',: ': ::':'.': ': ::~.::: ::'::': ':':"::': :':::, '::'::::''':':: ::':"''; ::. :'",:: ':':'.: : '::'. : : :'.'. :: :',',: : :,:.', :':: '.: :":'.' .'.:' . ..... ,', ',' ::. ,
50mm CRUSHED TOP SURf ACING- ,'.'."'''''.:-.,''. """.'" '" '. ..... '. '. " " , 120 mm Plant Mix Bit. ,Su~f. . '. '. , " ','.. ......,... .,.....:"....,'.'..:....
I ~ 345 mm Cr. Base Crs.1
i;; in >--. I 465 mm Special B orraw i I
d>- G C!J 2Y. i 2Y.
L...['J:J lu c:::. r a I I
:<;:~<:: ,Sl.t.J
sei", ~ <,::1 SURHC ING SECT ID~ DES IGN BASED ON I
::T,<: Q. ~ THE TOP O. 6 ~ETERS OF SUBGR ;,DE
"",:':; "ct: HAVING ;,N A-VALUE OF JO
'"
~ QUANT IT lES
'S STA, 11+79,37
c: AGGRE GA TE B ITUMINOUS MATER IAL
'" ::;;11", UN IT I UN IT
0.. Q. COVER PL ANT CR. BASE SPEC1Al ASP HAL TaUS T SE;,l TACK
1- ~IX COURSE BoRROW CE!.ENT PALLAHVE
O'J"I''''""'!~3
'::: ~I:':,~l:,.,.,',',',",.".,'_ AREA square meta, rs 3. 606 ~ 4.531 squcre meters, PER STA TrON .3005 3005 3005
::: 6:'6 :-2- cub:c meter-s PER S TAT iON ~ 60. 6 14 '5.3. I "!'ons PER S TAT leN .:I '3. 48 4. 29 '5. '52'
I . .........;.. l tons PE.R STATION 42.1 824.7 liters P~R STAilCN ed2
:~:6i I!
PROJECT NUMBER SHEE T NO.
CM 50-2 (37166 7
TYPICAL SECTION NO. 5
NORTH 19TH AVE.
tt~
'lI-
......
0: -<
o:t: 15.07 m 14,55 m
~~
'" 1
-<0: 14,47 m 13,95 m
;,:-< I' 'j' '1
~~ 1.53 m DUST PALLA T IVE &. TACK E E DUST PALLATIVE &. TACK 1. 53 m 1,00 m
0.50 m I a
ll"- . , . I <D a
c SiDEWALK <D SIDEWALK
1,35 m 3.50 m 3. ~O m 3. ~O m 3, ~o m 0 1.20 m 3.60 m ~. 32 m 1,35 m
SHLD. RT TURN LANE DRIVING LANE DRIVING LANE L T TURN LANE DRIVING LANE OR IV ING LANE SHLD.
I PROF IL E GRADE~ I I
~Omm MILL &. FILL F IN (SHED GRADE 50mm MI L &. FILL I i
2% 2% ..~.. ! I 2% 2% 6, I
, .
I:... I t .-. .
,
':'''':', :':: ::', :::: ::: ':'.: : "::'.~::: ':'.: :':~:" 10,06 m I 9,21 m I':: ~.'. ': :':::. I, ':':: .i'" t':: :,.: :,::: :.': ::.: :.... ':'.: : ',' :',.::, :,' ....:: 100mm OR 150mm AT DRIVEWAY
mm Plant Mix Bit. Surf. I 120 mm Plant Mix Bit, Surf. I ~ 50mm CRUSHED TOP SURF AC ING
mm Cr, Bose C rs, I 345 mm Cr, Bose Crs, , ,I
mm Special Borrow I 465 mm Special Borrow ~
i 2% 2%
" 'j'
SURF ACING SECT ION DE SlGN eASED ON
u THE TOP O. 6 '-IE TERS OF SUBGRAOE STA, 12+06.29 TO 12+2T.42
~ HA VING AN R- VALUE OF 30 STA. 12+27.42
u1~ QUANT IT IES
~<(
"">-
"'Zo
00-
:c~g AGGREGATE BITUMINOUS MATER IAL
o::ivi1i; UNIT UNIT
~ ~
'-<{- PLANT CR, eASE SPEC IAL ASP HAL T OUST
~~~ COVER ~IX COURSE BORROW CElolENT PALL A TlVE SEAL TACK
Of--
.<( AREA square meteis 2, 2S~ 3.5J5 ~. ~ 13 sQuare meters PER S T A nON 2842 I 2842 915
"'w
<(<C cubic meter's ftER S TAT ION 225. ~ 353.5 ~8 I. 3 tons PER 5TAT ION 30.93 4,06 I 5.22
::;:'"
0 tons PER STATION 3~.a 515. , liters PER S TAT ION 211
I
f-
I?~"
-sr-
~ TYPICAL SECTION NO. 6
~ NORTH 19TH AVE.
~
15.24 m 12.08 m
----~ m~l -I '53. '00.
14.64 m 11.46 m
0.50 m 1.53 m i' OUS T PALLA T IVE &. TACK E E OUS T PALL AT IVE &. TACK
. , , I 0 0 ... ...
SIDEWALK <D '" S IDEWAL K
1,35 m 3,51 m 3.50 m 3. ~O m 3,33 m I. 26 m 0 3.42 m 4.40 m 1,35 m
SHLO. RT TURN LANE DR IVING LANE OR IV ING LANE l T TURN LANE DR IV ING LANE I DRIV ING LANE . '. 'SHLD, .! 1
I PROF IL E GRADE' ; I
I l I F INISKED GRAOE I:
2% 2% 60mm MILL &. ,ILL ',. .-' ,GOmm MILL &. FILL 2% G: I
]
I SAW CUT 150mm AT DRIVEWAY
4., '4 " 10.OG m I 9.21 m
~ ~ '. 4
i ' ,. ~ ~ ,4 50mm CRUSHE 0 TOP SURF AC ING
! Plant Mix Bit. Surf. I I 20 mm Plant
mm Cr. Bose Crs, I
>- >-., mm Special Barrow
! QJ "'k
a).....Q~ 2% ,I, 2%
CJ QJ ,--. "-l , .
'" "--cJ 1
~~~~ SURF ACING 5ECTION DE51GN BA,ED ON
V100::(Q.::::::.. THE TOP 0.6 ~TERS OF SUeGRADE STA. 12+58.22
ltJct:Q...iJ HAV ING AN R- VAL UE OF 30
c)G<r:::::
co QUANTITIES
co
'"
0',
;0, AGGREGATE BITUMIN OU S MATERIAL
"
UNIT PLANT CR, eASE 5PE C IAL UNIT OUST
COVER ~l~ COURSE BORROW PALL AT IVE SEAL TACK
~:;;c :~~~:s mp~tRarsSr AT ION l 1.978 2, 74 I ). 743 sQ',jcre meters PER S TAT lONI 2612 2612 685
1'31.e. 214.1 314.3 tons PER STAT IGN i 27. lo!l ! 3. n 4,80
to,.....s P'E.R STA710N ~ 36,6 452. o!I ;["'er5 PER ST.b. TICN , !58
PROJECT NUMBER SHEET NO,
CM 50-2(37188 8
TYPICAL SECTION NO. 7
NORTH 19TH AVE.
!it ~
~Il
li:':;c
~l;: 10,49 m 10,19 m
:!j~
'"
,,~ 9.89 m 9,59 m
"" 'I' E
"0: , OUST PALLA T IVE &. lACK E " :fl
!it'- "1r- DUS T PALLA T IVE &. TACK
i~ SIDEWALK ' 0 0 SIDEWALK
! '" '"
3.66 m 6.80 m ,0 1.20 m 0 3,60 m 3.92 m
2% 2% , I DR IV ING lANE I DR IV ING LANE i ~ I I DR IV ING lANE DR IV ING lANE
60mml Mill &. FilL PROF LL E GR AJE' ~ L I~ 60mm Mill &. Fill
FIN ISHED GRADE : 1 2% 2%
PAVEMENT 9.67 m 9.30 m EX 1ST ING ~
I j 50mmCRUSHED TOP SURF AC ING
mm Plant Wx Bit, Surf, I 120 mm Plant Mix Bit. Sur f,--J i
mm Cr. Base C~s, .I. 345 mm Cr. Base C~s.~
mm SpeclolBar~ 0.... 2% 2% 465 mm Special Ba~ra....
STA, 12+93,80
SURF ~C ING SECT ION DES IGN eASED ON
u THE TOP 0.6 YETERS OF SUBGRAD€
~ H~W~G AN R-WALUE OF 30
ui'~ QUANT IT IES
~<(
"'>-
"'20
00-
::I:~~ AGGREGATE BITUMINOUS MATER \Al
<<:5 en {i; UNIT UNIT
-''''
~~~ COWER PL'N T CR. a.SE SPEC,^l ASPHAll DUSl SEAL TACK
~f-.::!. .m C OUR SE ~,ORR OW CEt.tENl PALL AT IVE I
-<( AREA square meters I, I g~ 0.554 0.195 square mete~s PER STATICN 1~4a 1 g4a 51
"'w
<t", cublc meters PER S T.... T ION I 19.9 55.4 79.5 ions PER STATION 16.45 2.7a 3.5a
::E",
0 tons PER SH r ION 27, ) 274.2 Itt-ers PER STA.TION 12
::c
>-
I?I..
gJ
_.U 1,_
, -j
~ TYPICAL SECTION NO. S
~
~ MAIN STREET
I VARIE S. .
I-. eus T PALLA T IVE &. TACK
,
!
I
60mm MilL &. Fill
I 6' \ 2%
PAVE~NT
~:: .~. " .::::, ': ',:.": ::....:.: : ::':',.:: :.~ .:., ': :....:::,,0:,:::. '..:..:: :.... :,'.:: :, . .. ',C : .: :',: ': :::. SAW CUT
! ' . ,., '120 mm Plont Mix Bit. Surf=- I
i 345 mm Cr. Base Crs.~
I~ I 465 mm Special Bo~~ Ow
6:: ::J).... L
~",'" 2%
~O::..J..JQ
<- ~lL.:
S2~~'~ SURF AC ING SEC T ION DES LGN BASED ON
trJo:::(Q..::..
CJO::G.."- THE TOP 0.6 ~ETERS OF SUBGRADE
QQ"O:: HAV,NG AN R- VALUE OF 30
Co QUANT IT IES
'g; STA. 53+60,44 TO 54+33, 12
c: AGGREGATE BITUMINOUS MATER IAl
""
~'......., UNIT Pl ANT CR. BASE SPEC IAL UNIT 'SPHALT
"-"- COVE R PRIt.tE SEAL lACK
"'X COURSE BORROW CEt.tENl
AREA sQuore met8~s 0, 2B2 1.000 i. 372 square meters PER S TAT IOt-i 235 235 235
cuoic me"; ars PER S T A HON I 28,2 100.0 , 31,2 tons P'E.R ST AliGN 3.87 0.3< 0,43
tons PER STATION ; 3.3 64.5 lit-a.. s PE R S T A. T ION 54
~ OUANT ITE 5 BASE D ON 2. 9 5m '~;OTH
PROJECT NUMBER ShEET NO,
SUMMARY eM 50- 2<3 7)88 9
';;'" CURB MED IAN CONCRETE CURB
~Q
ii':< meters me1ers 5C1iuore
...... me1 e(' s
..0:
1!;:~ S TAT ION CONCRETE REMARKS ST AT ION I.IEOIAN CONCRETE REMARKS
VI REr.(]VE
.. '" CURB AND GUTTER CONCRETE CURB I.IEO~AN
'" .. I.IE01AN
"'0: CAP ..
';;... CURB
5:"- FROt.! TO LEF'T RIGHT FROt.! TO lYPE A lYPE B 100 mm
c I 0+B2. 75 I S. I INCL. (II 7.5m R INCL. III I. 7m R & (I I 0, ~m R
10+BO.00 I I 'O~. 59 . 11.7 I. 3B IH.2 B I. B
I O+BO. 00 I 0+B4. 72 16, 4 INCL. (11 7. Sm R 12+16. II 13.S I. 67 27l.6 8~.6 INCL, (2 I O. 3m R
I 1+06. B5 I H67. l8 B5. B INCl. III 1.5m R & (II 6, ~m R 13 +63. 17 14+4 I. ~2 I S8. 4 47. 3 INCL. (2 I O. 3m R
II +05. 89 1 I +6B. 42 5l.2 INCL. {I I 1. 5m R & 11] lSm R
12+17,2B 12+5l, BO 57.3 INCL. (II 15m R 50+6l. DB 53+0 I. 6~ 480.3 S74.5 tNCL. 12 J 0, ~m R
12 +29. 15 13+02.24 59, I INCL, (II 13, Sm R 53+55.05 54 +91. 17 275, I I I a. 3 'NCL, I I I O. 3m R & (I I 1. 1m R
53+60.44 54+l2.57 72.7 55+03.69 55+63,9B 131. 6 359.4 INCL, {II 1,2m R, (I I II. 7m R & II I I. 5m
.,
13+54.04 I ~+66, 23 12,2 A T CURB OPEN'NG
.
.
u
~
...:
~~
"'f- SUB TOTAL 2B3. , 208, 1 TOTAL 1265.3
"'zo 1466,2
00-
:I:~~ TOTAL 49 1.8 .. INCLUDES CRUSHED BASE COURSE
~ {/j(Ci
-'~
z<-
<iLL~
w .... RE T A INING WALL
Of-- .
...:
"'w BLUETOP STAKING
":a:
::;;'" SIDEWALK meters
" STATION
J: REMARKS coul'" se
f- KE YS TONE RA lUNG kilometer 5
<<I... square metsf" 5 mete....! BEHINO
COIS'AC .. S IOElIIAl K STA T ION
FRail 10 REMARKS
-~- S TAT ION CONCRETE SIDE WAL K RE MARK S 12+20 12+80 60 60 LT BL UET OP
1'50 mm WIOTH STAK INC
'/ 100 mm
10+82. IS 10+50.25 5 AD. RAIS' l T fROll 10
fROll TO lEfT RIGHT LEFT RIGHT 10+84. 12 10+92.22 10 AD. RAI.I' RT 10.80. 00 12+98. 14 0.2 SUBGRADE - 19TH
~ 10+80. 00 I Ot62. 75 25. 6 1.53 INCL, {I I 7.5m R I 1+00. 19 11+74.8B 71 ADA RAIS'S AND BETWEEN LT I O+BO. 00 12'98, 14 0.2 BASE COURSE - 15TH
10+60. 00 10+64.72 22,8 1.5l INCL. III 7.5m R I 1+02, 19 11'05.85 II ADA RAW RT 10+80.00 ~ 2 +'3:13. I oI!I 0.2 SPEC IAL BORROW - 19TH
II +07. 52 II +62,31 Ill,l l. 5~ ~NCL. ( I I 7. 5m R &. (I I 6, 1m R 11'13,02 11+77,52 6 ADA RAIS' RT
~ I I '05. B5 I '+68. 4 B 142.2 1. S3 'NCL. EXTENS IONS
12+17,28 12+53, BO 1]7,4 13,0 I, 53 INCL. '11 15m R 1 1 +80. B6 II +B 1.97 5 AOA RAI.I' RT 53+60.44 54+32.97 O. I SUBGRADE - lIAIN ST
~ 12+29.15 13+02.24 134.6 13.0 I. S3 INCL. (1] Il.5m R 12 +04, 10 12+05. l6 4 ADA RAI.I' L T 53 +60. 44 54.32.91 O. ~ BASE COURSE - MA IN S T
12+ I O. I B 12+ I 4. 86 S ADA RAIS' LT 53+60,44 ,4+32,97 O. I SPEC IAL BORROW - !.lAIN S1
l] +54, 04 13+66,23 16. 2 l. S~ ~NCL, III 15m R 12'IB,32 12+20.64 1 AOA RAr.f' RT
10Hl 0.9
SUB TOT Al 60 60 IH
TOTAL 60 60 '34
.. SEE DEl All S I SPEC IAL PROVIS IONS
CITY UT IL 1T IES
eccn
SUB10HL 29.. 5 299. 6 31.2 13.0
S TAT ION AOJUST ADJUST AOJUST REMARKS
TOTAL 594, I 44. 1 ~ MAN HOC E n TER VAL VE BOX f IRE HYDRANT
LEfT RIGHT LEFT RIGHT LEfT RIGHT
10+95. 11 I TEL. 6.70 RT
12+64.63 I Te. 5.31 RT
PAVEMENT MARK INGS 12+BO,26 I -, 0.61 L T ,0 .It
WATER MAIN ADJUSTMENT (Lump Sum)
10+B6.63 I 3. 66m L T
UNIT INTER 11.1 FINAL TOT AL EACH I l +00. 64 I , I 8. 14m L T
IHI.l APPLlCA lION APPL lCA T ION, S.3Bm RT
1 l +01. 7B
S5 ss REMARKS I 1 +05, 06 I 4. S2m t T
YE, LOW PAINT L STATION 13. 12m Ll
i 1+13. B5 1
.~'t-IITE PAIN"! l \30 LJO ....OJU5 T WA TE: R IoU.IN 4. ~Gm L 1
<<CRDS & SYMBOL 5 - WH ITE PAINT L % ,2B 224 12+24,92 I
I
Km I. 2~ I. 29 11 fOl, 27 I It+5B.25 I 1 J. 92m LT
tEL LOW EPOXY - 100rT'm SOL IG URBAN
WH ITE EPGXY 10Gmm BROKEN URB.N Km 1. 43 l..n 12,.-1 1< '31 I IF NECE5S .Rt
WI< ITE EPOXY . 100mm SOLID URB.N Km 1,51 1.51
SUB TOTAL 2 5 l
131 211 -- !
tEL L OW CURB PAlN:- L TOTAL 3 6
,
TOTAL 1
PROJECT NU~BER SHEET NO,
SUMMARY eM 50- 2<3 7)88 10
SODDING
sQuCl"'-e meter"s GRAD ING SAWCUT ASPHALT .
';;.. STATION
~Q REMARKS cubtc meters
li:!< SOD
...... fROt.( TO S TAT ION INCLUDED IN ROADWAY S TAT ION
~~ REMARKS meter-s REMARKS
VI 10+47 [0+32 310 RT Er.t!. .
... .. 10+80 ~0+32 ~O LT S TREE T EXCESS .
..... E XCAH liON 6
"'0: 11+]0 : 1 +68 360 RT FROt.( TO FROt.( TO I
';;...
~... 12+05 12+20 125 LT I L +0 I 1 I +68, 48 4897 !63 ~'31H AVE. 10-.r47.00 10+BO,00 i 106 S ~ 9TH AT
<> 12+20 13+00 ~50 RT 10+90. 20 ~0+99. 70 10 S 19TH LT BABCOCK
53 +%. 70 54+32,97 197 3 t.(/,IN Sf. 10+92.60 11 +0 1.30 l7 S 19TH RT BABCOCK
53.60 SH33 260 LT 12+04,5~ 12+93. 70 89 N 19TH LT
12+07,70 13+02.24 ~~ N 19TH RT
12+93. /0 13+02.2~ 21 N-19TH END
SHOO, 66 27
5J+55, 36 27
SUBT OTAl 53 +00. 00 53+55.36 56 M/,IN ST RT
5094 166 53+0',44 53+18.24 17 MAIN ST Lf
SUBTOTAL 15~5 . F OR ~NFORt.(A T 10NAL PURPOSES ONl Y 53+38, 12 S4+32,90 S5 MAIN 5T LT
6 DISPOSE OF EXCE SS TO S H ISF ACT ION Of ENG1NEE R
TOTAL 1545
<.i COLD MIL LING. ADD IT IONAL GRAD ING. TOT AL 559
~
-:1)'<( squOr"e met ers . F OA INFORMATIONAL PURPOSES ONLY
ZZ
~~ Cubic meler- s
-t.1 Z 0 S TAT ION
oo~ REMARKS S TAT ION INClUOEO IN ROADWAY
I~~ COL 0 t.(IL LJNG
~ viG r....e.. REMARKS
--'c- SlREEr E XCE ss . SEWER RE PL ACE ME N T (Lump Sum)
Z;i- FROU TO 50 mm EXCAVATION
<(u...~ FROt.( TO
ill ... 12+06.27'
0>-- ',+98. 14 3<25 SEE Pl AN EACH
-<( 12+~3,84 12+52, 'B 20 APP. RT
"'w
<a: 12+85.03 12+9J.10 5 API'. LT
:;;,,,,
0 13+5....0~ l3"'66..2~ 10 API'. LT S TAT ION RE PL ACE REMARKS
I 53+85.00 53+97.07 '0
>- APP. LT SEIlER LINE
if'''' I '0+91. ~S INCL. 6.' m 200mm PIPE. TRENCH E xc. .
-gJ- BACH iLL. BEDD ING. CONN. TO EXIST. PIPE
,)! TE S T lNG. BYPASS PUUP ING. REl.IOV AL ANO
DJSPOSAL Of EX IS T. PIPE. AND TRAFF IC CONTROL
SUB TOTAL 3225 ,
~ SUBTOTAL .
TOTAL l225 TOTAL
.. INCU10EO IN MAlNL INE GRAD ING
~ ..cONTRAC TOR TO 0lSP05E Of MIL LINGS
E-4 STORM DRAIN
mete..-s eubte meters -each meters
ST AT ION RCP IRRIGATION HTS AOJUS TEXIS T.
CL ASS 3 1855 x BEOO IHG TRENCH REI.lOVE WITH OROl' INLET.. CURB INLEU fiELD INLET. leSS x COliNE C T. l55::. )( RE I.lOVE A NO 0 ISP OS E ()f REMARKS
1 l~5 RCl'A ),LA TER ~AL E XCAVAT ION DROP TRASH CURB INLET 114S RCPA TO EXIST. , 145 RCPA EXIST. 1803mm x 119~mm
INLET RACK RISER iii WoNH\lLE 22'1, BE NO STORM DRAlN PIPE
fROIol 10 lOO mm ~50 mm 600 mm LEfT RIGHT LEft I RIGHT LEfT RIGHT LEfT RIGHT
10+58, n 10+82. 00 23 70 180 I i I I F. E. T. S. &. TRASH RACK AT 10'58. n
10+8 L 50 22 30 I I
10+82. 80 S 5 I I
10+85. 39 ) 10 --
I
10+82, 00 I 1+80, 00 98 172 1050 2
I ,+62, 90 24 ,5
11 +67, 12 4 5 I -
II +72. 16 6 5 I I
II +704 I I RT
11+80.00 12+ 19. , I 39 70 420
>- '1+B5.01 20 25
"+13.12 26 30 -----
12+20.62 3S 15 REPHCE E X 1ST. PIPE LT &. RT
12+ 19,21 12+B,20 60 l50 6S0 I I
12+80,00 I 2 , I , I
I
52+~8. 00 8 10 ~ , A T LOW "O'NT ^L ONG MEO IAN
10+90. 52 12~80.26 -
189
SUBTOTAL 1,4 35 '5 no 462 2~4S 1 1 2 2 ~ l I I 3
1 2 1 189
TOT Al I,~ 35 '5 I 220 462 2445 I I 2 6 2 2 3
2 ~ I 189
.. SEE DETAIL " COST INCLUDED IN LENGTH OF NEW 185S x ~ 145 RCPA
.
PROJECT NUr-lBER SHEET NO,
. DETAIL Cr-lSO-2!37188 13
3, Om r-lIN.
DUCT ILE IRON PIPE
SIZE TO MATCH EX 1ST. 1. 5m MIN,
~ .. ~5 DEGREE DUCTILE
~ ~ IRON BENDS. MJ f'LOWL INE Of' PIPE
Ii: ~ WITH MfGAL UGS
~ :5 M3 I GR. 60 BARS ~ 600
~ ~ WI BITUMINOUS COATING g
~ ~ ~J~Nomm [b . ~ 'lO j). ~ I>
5t """ IYh . a
c iii... 0 4'':'. "- ~ ,/, " .. .:. '.!J ..:.
::110 ~ b~~;:"~~.'I>' r..~ )
If' SU!T ABLE f'oR D R
BEDDING MATERIAL f'OUNDA T ION THIS BED ING MATE IAL
SEE SPE C IAL S MA TER IAL SHOULD SEE SP E C IAL S
I. 2m WIDE x 2. 4m LONG x 50mm 0.78m' BE UNOIS TuRBED
I RIGID "BLUE BOARD" INSULATION BEARING AREA AND BEDDING
150 mm BELOW WATER MA IN AROUND PIPE
COMPOSED OF
EARTH, TO
PROV IDE SEAL
NEWSTORMDRAINRCP STORMDRAIN BEDDING DETAIL
PIPE
NOT TO SCALE
WA TE R MA IN ADJ US TMENT DE TAIL
NOT TO SCALE
<3
2
u; ~ RE INFORCED CONCRETE liANHOL:: RING & COVER
~ ~ PIPE CONCRE TE
"'20
005 750mn CONC. PIP::
I ~ 7 (LENG-;-f-~ vAR!ES I
Gi!:i ui~
2 ~ ~ ~R::U\ST TOE SECT leN
~ 1..1.. ~ WF"H 7S0mm R~SER
o\--
'<(
"'w
<(0:
~ '" - - - - -. ~ - - - - -I
i!: CE MENT GROUT I
AL l AROUND I
~ I
_ISP- INTERLOCK WIRE MESH :
TOGETHER AND BEND _______ ________1
BACK
~ STORMDRAIN CONNECTION DETAIL D
"'" NOT TO SC Al E
""""" ;J> MANHOLE R~NG & -COVE"
~ T
ell' 75 Omm C ONC, PIPE E XTE NT IO,N
'=' WITH FUT TOP. A, S, 7, M.
~: C-76 CLASS 5
>,
PRECAST ,::E SECT ION
A. S. T. M. C-76 CL ~.SS 5
R VAR IES BEGINNING BEGINNiNG WITH 750mm R IS::R
; OF CURB Of' CURB
~, TOP OF CURB -----, RADUS RAOUS /- TOP OF CURB c'1
,.' I -', II \ Et=1500 VARIES 1500 / .,-
,;" '" "'" ~ r'.."',:,;"",i\ N \ II ~c:: :","0", CO" .~, -- -
~ "'-1..1 \',("'"' / . I
,',\, _\ \\'0 '------SLOPE I: 12
CROSSWALK STRIP 12001 \ 1200 '~\\ ') SLOPE I: 12 FLOW LINE~
\---- \.A:\S\ NOTE: DIMENSIONS ARE FROM BACK OF CURS c_
\ V, ,,\ RETAINING WALL S, C T ION D D
>--- >--- \. ~ END RETAINING WALL SECT ION A- A
~ ~~ \ ~
:36J:S~ \ 1530 R IS E R MANHOL E DE TAIL
~ ~ ~ ~ FLOW L !NE ~ 1,-" NOT TO SCALE
,';jQ"&~ ;J '" -SLOPE 50:1 1.j
::lCl<<Q: j' ~]."." " .,t~j
~ 1'. .' >.' > . . . '. .'\'f1ETAIN'NG WALL
. '" '~ /" SEE DETAiL DETAILS
-is BACK OF CURB LA YOOWN CU RB / T
--: ::O;'J') [SEE DTl. O~G. SEC t ION B- B STORM DRAIN BEDD!NG
~",,~<L 2400 , FLOW LINE NO. 609-051 ADA RAMP DETAIL
~~:: 3 CROSSWALK RISER MANHOL E
~~~2 O~~I~~~R ADA RAMP DETAIL i9TH & MAIN
:cc I APPROVED PLAN CM 50-2 (37 )88
R- V ISED NOT TO SCALE ALL DIMENSIONS IN MILLIMETERS
t. IN IT IAL DATE UNLESS NOTED OTHERWISE NOS C ALE
.
TD&~ ~o~,.o~" '"''''.'''
" "T GREAT FALLS. MONTANA l/ONT ANA DEPAIfT J/ENr
__, 14061 761-3010 OF TRMtSPDRT~TJ()"
,
, [-- __ 1__ 10+58.73 RT ~~
: -- ,--
!-t>. i -t>. I-t>. F. Eo T. S. &. TRASH RACK ~ ,.
:0'\ "'-J "'-J SEE DETAIL z~ ------------
iQ:l ,-- If\) \ .
, I 10+65.23 RT Z
-----j----,---- --:------'-----'22. 5' BEND - IVl 10,8 I. 5 7. I I LT
[ : ! I ?
- --1 - j - t- -110+81.5 15.21 RT . 1'- NEW CURB INLET
19m 300mm PIPE
-----1---1---- ~~ I NEW CURB INLET N \'1 T. C. = 1470. 882
I : 13m 300mm PIPE -.J F. L. 300mm= 1469. 81
, 'i T.C.=1470.882 I~ Q M. H. =1469. 66
j I -- , F.L. 300mm'_1469.31 ()1 r<>
[I F.L. 0 M.H.--1469,28 en ""
, \
------l------! C "."."' "." U
NEW FIELD INLET
. I ,10+85.3920.27RT 5m 300mm PIPE
"I ,--:------1 ~~W 3FO~5~~ 1~I~r GRATE'1470.792 --
F.L. 300mm=1469.99
" r I ' JGRATE-1470.192 F. L. D INLET= 1469. 95
------f----i--J~:t: ~0~N~~~~i~~.9:~3
I ' : !
. ,,,! ""I ,,,...,, "." "'
'.; NEW RISER MANHOLE
--+91.-96 GAS-
fg4. 88 tEL 1 1
: I j ,'10+97.45 REPLACE 6. 1m -- -
I, I !200mm SEWER PIPE ____ -- M 1-"'"
",,___.....,.'",_,__"<_H.... I
I I I' -
"__I__j____L,H~~O~E~~ILAD,JUST WATER LIN~""" -- - \ 10+90.52 TO 12+80.26
- , \
t ---------! ~~~6~u~~ IIN5LEV RT : REMOVE AND DISPOSE OF
EXIST. 1803mm X I 194mm
"--"----14m 300mm PIPE I STORM DRAIN PIPE
I ' i iT.C.=14G9.494 I
.---'------:------'-------i F. L. 300mm= 14G8. 22 I 00
!____+__L___iF.L. Q MAINe1467.52 :
i i ; : I ~
11 '--i"+72.1619.75RT I
"I___T:~~w3~~~m I~~~~ PT 11+43,5 I II +62. 90 15.48 LT 0
, IGRATE=1469.092 I NEW CURB INLET ~
--------, ---------, F. L. 300mm= 1468. 23 24m 300rnm PIPE
i ' IF.L.OINLET=1468.18 : T. C. = 1469. 562
...l l F. L. 300mm=1468.49
I F. L. D MAIN= 1467. 63
I
.p- I
P
m '" 11+75.00 9.18 RT
,NEW RISER MANfiOLE 0
1 c
-- II 1+85.0 I 28.99 RT ~
MAIN ST.
1--1
Z
__'1___________,12+11.91 ADJUST WATER LINE
I 'IF NECESSARY SEE DETAIL ...---
""' . - "., )" ..j t ...... ~
I I 1 ' i 12+ I 3. 12 33. 70 RT
...""1'......'1' "" --..'-;'''.----.\ NEW CURB INLET ,tr.j
i I ,i' 2Gm 300mm PIPE
" -j' '" -- ," "I ; T. C. = 1469. 739
17'PWR I jF.L.300mm=1468.67 ,- -
"j~~-I F. L. D M. H. = 1468. 46 -- --- ~
112+20.62 5.43 RT _ ::--=-=_ -=-=.--2lL:==----- >-
.. NEW RISER MANHOLE
I 1--1
-:~-! 12,20. 62 L T t-f
!REPLACE EXIST. STORM DRAIN
135m 450mm PIPE
i ,
I
112+20.62 RT 12+44.51
REPLACE EXIST. STORM ORA IN
: 15m 600mm PIPE
- -jU'!IL \
12+80 RT
EXIST. CURB INLET - ADJUST
TO NEW CURB & GUTTER
NE W INL E T APRON
REUSE INLET
1m 300mm PIPE
i T. C. = 1467. 920
!
12+80 LT
EX IS T. CURB INLET - ADJUST -p-
TO NEW CURB &. GUTTER 13
NE W INL E T APRON
REUSE INL E T
, ,>" 1m 300mm PIPE
T. C. = 1467.885 1
i -
- I
\ z-;;.....
\ 52+48 LT
..,.; \ NEW DROP IN1.ET
8m 300mm PIPE
\ CONNECT TO EXIST. Mil
GRATE= 1469. 37
-.> F. L. 300rnm=1468.51
F. L. D M.H.' 1468. 45
\
\
\
\ ;> 3::
VI 0 VI
~ :z -<
., .~.,,, :u ;" -< ~
,~ ~ r'1
" )>-
~-
?
'" n '0
:u
'" ;;:: 2
'" en
... r'1
'" 0 0
'" '" -t
'"
... l;j :z
-.J c
i.. ;;; i:
0:>
i '" r'1
7" '"
c->
-- -- ~ -- -- -- -- I VI
-t>. -t>. -t>. -t>. -t>. -t>. I
r'1
0) 0'\ 0) "'-J "'-J "'-J !53 '" r'1
-t
0) "'-J 1..0 0 -- 0
:z
!='
.. " > 1 0+95 '~i I J\~ ~ " "~ 12 +09 12+22 I STATE PROJECT NUM8ER I SHEET NO,
U. G. TEL X-ING I I ',\1 ' U, G, PWR X- ING GAS X- ING \ I MONT ANA CM 50- 2 (37 I BB 1 21
0,9m BURY ',~ ' , '. \ -.. UNKNOWN BURY 2.99 m BURY
10+B9 I I '" \ -..
ADJUST MANHOLE IN PLACE AOJUST WATER VALVE BOXES O. H. POWER .. I I c-\'\" II \ C. S, F. : 0.99942964
& TV X- ING 10+97 r ,\ V1 ,
1 0+ 9 5. I 7 6. 70 RT TEL 10+86. 63 3. 66 L T 7. ] m CL EAR, SAN. S WR X-ING ~ ~ " I 1+ 5 5 , ,\ \ 1 2 + I 3 'i I 2 +66 _ ~ G
1 2 + 64. 63 5, 37 RT TEL I I +00 64 8 74 L T 2 26 BURY ! 1 U. G. TEL X-ING _ \ ,,__ WATER X-ING <.::i U. G, TEL XING w-
12+80. 26 0.61 L T STM 0 . 7 . , mi'D. 9m BURY cg ;c: \ I" ',UNKNOWN BURY - I, 9m BURY ~'./"
11 + 1, B 9.38 RT I ~ ll..:. \ ~ \ ...J - ct::
,>- ADJUST F IRE HYDRANT IN PLACE II +05,06 4,52 L T I 0~93 11 +02 I I II 68 z, \ (JJ COo
~ ~ I 3. 92 L T I I +7 3, 85 13. 72 L T GA S X-ING WA T ER X-ING I ~ I I 0 ~ ~WR r. ~ -..', '5 '5 x
t: !< 12+24.92 4,36 L T UNKNOWN BURY UNKNOWN BURY ~ ~ ~ 7: 9;" 'CLEAR. (.:) n ~ ~ I "i- t;;o
Ii: t: I ~ '---". ,I, __- ~ -co
lo.J C) 1 10 ~~ 5- .t- <:,l,:tI loP a 0
'=I ~ 1'X1 _ _~ _ _ ..r.-- ~~ro" \ L-1I .Iq.~~ -.J
... '" ~, ----- 'M--- ,/,,,, 4 I~ ,l~ 'l~'~o i- >-1-0
~ ~ CURB OPE N INGS ADA RAMPS 1 ! ,,<fl ~.~ ~ \ "'-11', ',,;:' a G 2=
!i;>- \ ~,~ 11+73 \~ ,Y, ~ z '1
~... 12+43.84 TO 12+52.18 RT 10+87 L T I' U G PWR ",'~ ':11 ',~ dB I
Q 12+85.03 TO 12+93, 70 L T 10+89 RT \ ~\ I UNKNOWN BURY i~ ~ ~') g ~ou , 1 I
13+54.04 TO 13+66,23 LT 1104 LT U ",' ~- "~ 5 '
+ I' t= 2 90 94 "" \', F .
11+05 RT I~ I, ~, PT 5 +, '-k;; \, .--l !.l.
11+73 LT I~. '!~ -T ..-/ "'. \ 'tL ~ fs:\,.---; . "";iI--'
11+76 RT 'I U I l[ Il~ ~ --'~ .' ~, 1>= ' e- "l"~"" "' ~ " +~-
, ~' - -::.... ..., _~ hGo !, z. ~
11+82 RT \ \\,1, 'If, --,-- O'..',ll b. "~II - '7 I~ .~~~~I\' ,----, _ ..'", -~-tr.n' ~ ,I. _
12+04 LT ,\II,b t!,1f! r-1 . .<;-4' Il'~~: __....____~ \'...-:---"-. _ \, .
12+12 LT "II 1:1 r.~ ~ I _, 0 'TE<~ I I'pt _____TEL I ELI TE~-..-L TEL TE~ ....\--1 +I"EL-
12+16RT ,__.r;, -. / ~'r< ,~/ ....., I.~.
-- I . -- T ->-c ,i,\, 'H _ _ -- - "". ~ ,"-. '. ,'-1 ,"-. ':--......."'\ ,,' "" "cr.
I, . 1~"!-~" --:,~~-.: ; ----- ....."-11 - -- ",-", ,,-, r.\'~ '" 0Jl\', ',1:
r;;;:1ll~:!'!l.' I" -.,' , = II ;;;:c--,'. .-::'1-----:- -.rr::1l"-:~... ",.-'" 1'iI80c11'~'b"'~7f'\ i:2 ~--- 8\' ."
; <1) ,.I;} 1 :.-... r:::' I',', >-: l"-.,"-.,'--l ,"-.,'-; ~ "'- - "~ L 0" '1', ,'~ il (.:)1, I
1,\ ~I ~')' ~1 j -I',. -0- ~"''I'''' ..... [7, 1,1 - ..!' I
~ 'I I 11: ". ;f: '\ : 1'" '; ~ "i\\'~~5: "4-'-1 -0- P ~l .... /
I I I . 1 r<.",~:r _ " ~" I ' !
U 'I. Z I . ~ 3 .;." II 9" l I I
Z ." 1: ' ,,~". I~ I n
;;; ~ :' \ " >-'<- ;.... -. ',',, I k>;;. ~
~ <i I V I U) ....~1;
iii1Zo "~l" 0 I. l~'! I :~: 54
~ 0 ;:; , I , I . OJ "I c-- ~ ___
;1:", , . OJ ",'~ l:::i. Z-
""~~ STA. 1 b+8C. 00 / ',': ~ l .1-' 1,1'\: ,- _ - TA. 13+50.00
~'3~ BEG. C~ 50-2(37)88 ",," j' \ ~ ~_~,~! ~..J;;;! NO eM 0-2(37)88
..: co \ " ". I ~)~ 'I -:. Z..J U
;1:", .' _' ..b ",li ~~ >--..: -
~ ~ :', -. ~ I~;~I -~.'" ~~~ ~
" . 'J.l. ';!+ <X>"-~
i . I rn:1 ..... 'IJlN + -.. J:
~I... . : 1 \ t0~ ::~ ~a~6~
.L~(_ : \ . --.-- I ~ ~ ~ oj:'5"'~
' , " -] ," "" >-- ,Q.
, ~ Q ~ m~x~
~ - 'C- --- -- ..--~,-- -- ~- ----rem -- -,\ '~___~""~'L_"',l_ _;,n. J~~~~ ,.~ r~~-"--~~-'--"--~-~---'----C-'---------'l-- ".____ __,.
~ ~/':N C~f!B& Guirii( ; '!21 NEW RETAINING WALL 10 , i gT NEW GRAVEn WALL g i'; ; i ' ; r , . , ' , i , ; " i
~
, , : ' , '.: ! "" ,,-'" ~ 70m VC i;
! 466-"- --..- --. -- -' ',_" . I,:,' ,mU~ I~",,'- , r'~ ~"~> - -,'~' "= - O. '5067. . ~" ,+.... : 1466
',". . -- ( ~' - "-'~, 0"; '; , , ,
! 46 4.-- ,._m.,:: _...:. '.:..m' H.m,..,_ _. "8 '" '" G__.m' : . ~!~~. '. '~. ,--'. ".., ""."""."",. 1464..
I : '.,;, . ! 01 _"" '. ; .
~ 1462 - """',.,', ", .j., ..,il'" NEW C~RB 8, ~UTTER .:..: --- ,- ..'. , ; :..:.~! '-,,-'~".'.' '..:_._.i~- ! 462
, 1460 __ ." :.-__:---" -~-. ,,--'- ,-,--,-... .,- .~..__.__._NEW. k5m SiDEWALK ~"S-" ,:;'ZfZ ~~~~ ~/gf::/t:'E '. Z~:: ~~~~~/gg:lKR--hf-' "..--i. .-~._... , "J.169.
. · ... · ';'+01 u ~ H~i !+O~~ l~i;JOo d : ..; 11~h .. . · ·